HomeMy WebLinkAboutB04-0041 LEGAL (2)j"Tr,:fl#:s:i
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Occupairty:
1 1-11-2005 Inspection Request Reporting Page 7
4:15 pm .--.-- Vait. CO-- CIty Ol
Monday, Ncvernber 't 4, 20c5
352 E MEADOW DR VAIL
VI|L.MENDIK, UNIT F
Requested lnspect Date:
AMF Status: ISSUED
Insp Arsa: CDq,vner: VML LLC
Appllcant MEIAL I Phone: 97G479-0507AooIIcanI: METAL DESIGN INC.
Cohlractor: METAL DESIGN lNC.Cohlractor: METALDESIGNINC. Phone: 97G479-0507
Descrlptlon: |[QTA!-_L]NG F N COlLs, EXHAUST FANS. HUMIdfleAION DUCT v'vORK, DlFt sSERs AND BoLER. VENTING.
Comm€nt MECHANICAL DRAUnNGS SUBMITTED AllD ROUTEp TO Chris Gunlon. appfc\€c! and lssu€d -
CGUNIO}J
Ccmmont REVISIONS SUBMTTTED TO RETOCATE CHILLER. ROUTED TO CHARLIE DAVISADO€D VALUATION
80.00 - JsufiER
Reouested Inspecton(sl
Item: 390 MECH.Final
o( FoR TCO.
Comm€nt I.CONNECT CONDENSATE DRAIN ON I,AGIC AIRE UPPER D€CK.
2.PROVIDE INSTALLATION INSTRIJCTIONS FOR MNGE.
3.MVE CHILLER RUNNING FOR NEXT'NSPECTIOT{.
4.PROVIDE ACCESS TO ALL MECH EOUIP IN LOI,\ER W€gT BEO..A;/M
REPT131
Inspection Hlstorv
Item: ?00 MECH-Rouoh
0! 07.'05- Inspsctor: GCD Actlon: iJR IJOTREADY FOR INSPECTION
Comment PLAIJS REOD TO BE ON JOB FCR INSPECNON.
0210&'05 lnspector: cdavls Actlon: CR CORRECT1ON REOIJIRED
Comment -A separate mechanlcal p€rrnlt ls requhed tor th€ boller lnstallauon and hydtonlc dplng du€ to
geparats conlraclors p€rtorminq the v/ork
-Supply duct at mastdr bath 'hcrs' shall be r€rout€d outsid€ ot $€as€ ducl sh6tl for thg
comm€rcbl kitch€n b€low
O2,0&,05 lnspector: cdavis Acfion: PA PARTIAL APPROVAT
Comrnent rnei:hanhal rough srclud€s boll€r venG and dry€r exhausl duct.AT FINAL
I I s€cure €nds of suoolv and relum ducl locat€al In bolhf room
2f Access to FC 1 sliallb€ povided and can not be schleved by crawllrq through lhe spcce. A
dltecl access panel shall b€ added al FC1
3) Smoke/Flro Osmpers roqulred In ducl whlch peneffies shafi In dlnlglvb€r ar€a or shai shall
b€ reconslructed to provlde'a l-h. raled ssp€ralion fiom duct and shalf
(}2i 16/05 lftsp€clor: GCD Acuon.' PAPARTIALAPmOVAL
Comment: SUPPLY AND REruRN FOR HEAT 70psi AND CHILL 78psl, ITEM 3 FROM 02.08 l-LAS A
Run Id: 3689
Reguested Inspec't DrE:
Insp€cdon Arrr;
Slb Addressl
Frlday, July 22, 2005co
352 E IXEADOW DR VAIL
352 E iIEADOW DRIVE, UNIT "F"
ArF D lntormrdon
Actlrltt:
ConstTni:
Orinar:
Aeellcmt
Cohbadr:
A.chlbct
Descrh0on:
Irlodc.:
g)+{xxr
VilL LLC
PEAK PROPERTIES - RON BYR}.JE Phone: 97(}47$$m
Phom: 97G4799SX)
Phone: 97OL9r(X):?57
. RON BYRNE
fEs. tNc.
Eftndry OGOLDEN K
- REOD.
I TIECH RC'C'M
OTTIER SIDE OF BLOCK( Ofrl OIIIER SIDE OF BLOCK YVAIL Anp PArcH CEltll{G.
BE 1.IO OCCUPAT.IC OF lHE DYUELLIT.IG I.'.IIT UMNT APPROVED BY l}G 8|'.,ITDING'
T\,D.: A-tr,lF
Occupoiicy:
AAPT StItF: ISSI'ED
ll A lrcp Area: CD
ComnE'|t ROI,IEOTOCMRLIE DAVIS, GEORGE RUTHER, RRE AM) PtJ8Lrc UPRKS. JSU1TIER
Com|nent PW oernlt a|rd lae wt bc r.cf,Ited for sbglno In ROYI, - LSAI'IDOVAL
Cofirlmnt Plrrinlnq DeDt has aoorowd lltb *ubmlbl-bircvlew 42&(X - CDAVIS
Commnu pfmfrd Orif orantail |lrbct rD|ovll b r.h!r. buldltn D.mlt - cDAvlS
coom€nt aactodil otirg ubrnted rnd iouied io ch.rtc davb - JSUTHER
COiN'N'NI REVISi.'NF S| Tfr'TTEO AIIb RO"TED TO CI{ARUE OAVIS. ADOED VALUANON S6{xn.fi) ' $iUIHER
Cofll||rnt .ng[n .r comm.dr gbmbd and rc9f b gt g d.ncut - JSUT}IER
Reouesbdlnso€cdoilsr 0f rfu-T@ ^1ZZOStbm: e0 Bt-D.cflnal U n"q*sH-rrn": qlfQ 4U
l€w
ffig ;SP:c30fit|orll r.qulnd tr ce€l b€am b cln a3 lrdhattd on th.et llil.1 owr tbor hb
Greo - wcDa/rs 3gXX{5,Fbe rdf be lhere Fr;Jo-n
lrne Erp: 44
Reque$r PEAI(PROPERIES-RONBYRNE Pipnc:39(X)445
Comnrnts:
Asslsmd To:- Acdorx
/Yv- //W'lnsoeg{on Hlstorv (
nun'fHFffi* /trfu/rl^* ryllem: g) 8l-DC'-FtrmhoOl/2gffi -lnsoecior: cqunlon Ac0on: l\|c, NCmFIED
Comment maificnlcrl DFns rhow cri In Sd b.rm orrf broolfic Dod( &or. 3
rD9foEl teefed f b€.m b crLg2i1g06 liipocion -CiCD Actott: PAPARTIALAPPROVAT
Comment i.RREP|ICES REOlMiPECllOhl
2.FLMR PENETRAITONS REOGROT'TANO I BATFIA
3.FR l,iltJG AT STAIR Sl'iAFTlMLt BE DOIIE LATER.
4.PROVID,E UL RRE STOPPIT.IG TO Bt ILD DEPT.
$bm: 50 ElF|ntllhton
TERIOR REOS CLOST'RE,
REPT131 Run Id: 3439,
From:
To:
Date:
Subject:
no
George Ruther
Greg Denckla
07'20n00512:41;32PM
Re: 804-0041 Mendik @Vail Mtn Lodge
George Ruther, AIGP
Chief of Planning
Tovrn of Vail
(970) 47$2145 offrce
(970) 376-2675 cell
(970)4752452tax
gruther@vailgov.com
>>> Greg Denckla OT|2f,|2OOS 1 1:00:26 AM >>>
George,
A building final has been requested for this permit. There is no Planning final category on the permit, only
planning ILC's. This was routed to you for revievv. Do !,Du wanl to do a planning final? lf so please notify
the contractor.
Ron 390{445. Thanks
Greg
ArFfD tnlbmrion
Reoue8bd lnsoec{ Oabl' Inspec'f,on Area:
Slte Adtlress:
_ Tlpe: &MECH
ff:uP€ncr
Tuesday, July t9,2005
GCD
I74 E GORE CREEK OR VAIL
352 E. GORE CREEK DR
snbT&: AMFrm+{ril&t S"btrs:
lnsp Are.:
tsstED
GCD
Acth,h,:
CorstMri:
Omicr:
Applkalti:
Coitacbr:
Dqcrlplbn:
E, lt\tc. fIt{E) Pipn€: 97GBa7-9623
E, ltlc.fltlEi Ptpne:97G8?7-96?3
T'rcOO BIJRIT}IG FIREPIICES TO GAS LOG SETS ATO 2 DIRECT I/ENT GAS
|l.tc.fiHE)
Tlme Exp:
Enteled B!,: DGOLDEN K
Reouested lnspecdon{sl
lbm:
Requcdor:
Conirmrds:
Asshned To:- Acllon:Jn
lt3m: 3lO!bm: 315
It€m; 3il0
Item: 3!I)lbm: 340
llem: 3EI)
RREPLACES
300 tEcHflnd
HEART}I EXCFIIANC)E,e*FP
Ins!€cdon Hlstont
nem: AX, MECI-l-Rouah * ADprowd -
G3/2'U0S Inspocbr: GCD ' - Actlon: CR CORRECflOI.I REOUIRED
Conrnent t.FlMSH INSTALLING CrAS STFPLY TO ALL FIRE PLACES.
2.PRCMDE T.TEYVCOPY OF ICC'N INSTRT'CTIONS.
3.A|R ltlLET REOD TO BE 3 EELO|V HIGHEST PONNT OF CF{l,tlEY.
.I.OPEN FIRE PT.ACE IN I,PPER BEDROOI|| TO INSPECTVENT.
S.SUPPC)RT ALL VENTAIIO CHIMIIEYS PER ll.lSlRl.rCTIOl.lS.
032&05 lnspcctot: GCD Actlon: NR l.lOT READY FOR INSPECnON
Comn€nt CAI.ICEIED PER CONTRACTOR.GElgtXt lnspecbr: GCD Ac0on: APAPPROVEDCorment FIREPIJ{CES AIIPROVED. RLL REFRACTORY AT GASPTPE PEI.EIRATIOII WIIH tlON
COIIBI'STIBLE GROUT OR CAI'LK PER INSTRT.|CTIONS.
ilEct}Fha0no
PLllBGasPlf,m
MECFExhauit $loo<rs
MECtI-SupplyAlr
MECH-mts..'
MEC$Flnal
REPT131 Run Id: 3429
TOWN OF VAIL DEPARTMENT OF COMMI.JNITY DEVEI,OPMENT
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: B04-0041
Job Address.: 352 E MEADOW DR VAIL Status.....: ISSUED
Location......: 352 E MEADOW DRIVE, UNIT 'F" Applied...: 0313012UX
Parcel No....: 210108255011 Issued...: 05ll7l20/J4
Project No...: -fq565;-O6l1 Expires...: 0712212ffi5
omlER vl,tlJ IrLC 03/30/2004
285 BRIDGE ST
VAIL
co 816s7
APPLICAIIT PEAK PROPERTIES - RON BYRNE O3/3O/20O4 phone: 970-479-9990
1OOO IJIONS RIDGE I'OOP
SUITE 3A
vAIIr, CO 81657. License: 154-A
col{TRAcToR PEAK PROPERTTES - RO}r BYRNE 03/30/2004 phonel 97O-479-9990
1OOO LIONS RIDGE IJOOP
SUITE 3A
vAlrr, co 8165?
License:164-A
ARCHITECT ZEHREN & ASSOCIATES, INC. 03/30/2004 Phone: 970-949-o2s7
P.O. BOX 1976
AVON, CO
8L620
License: C0O0O01625
Desciption:
NEW PENTHOUSE
Occupancy: R2
Type Construction: II A
Type Occupancy: ??
Valuation: 1;005,000.00
Fircplace lnfonnrion: Restrictcd: Y|l|ttt+t,iitl**i|{.a||'|t+l{.t*t**tt|l'*|***t*t+t****'|t|**.*'***'l..**FEEstJMMARY|.ll*tll*{t****+*+|
Buildiru----- > $5,627.00 R€stuaran Plan R€view- >
Plan Check--- > 53,657. ss DRB Fee------------ >
So. oo Total Calculated Fee,s-- > S13, 94? . 55
so. oo Additional Fe€s----->$0. 00
Investigation- >
Will Call--- >$3 .00 CleaFup Deposit------>$0. 00 913, 947 . 55
$0.00TOTALFEES------------> $13,e4?.ss BAI^ANCEDUE-------->
Approvals:
Item: 05100 BUIITDING DEPARTMEMI
os/L4/2004 cdavis Action: AP
Action: AP Revisions approved03/t4/2005 cdavis
dated 2/to/os
Item: 05400 PLAIINING DEPARII{ENT
o4/lg/2oo4 George Action: DN
Add Sq Ft: 466,0
# of Gas Appliances: 2 f ofcast gs: 2 #of wood Pellet 0
$0. oo Recreation Fee-------- > S{. 550. o0 Total Permit Fee-----> 913 , 947 . 55
05/1.8/2004 ceorge Action: AP
07/06/2004 ceorge Action: Ap Revised plans
approved by planning (dated 7/6/04')
Iten: 05500 FIRE DEPARI!{EIiII
ItEM: O55OO PI,BIJIC WORI(S
04/02/2004 ls Action r DN Awaiting for
Staging and traffic control plan.
PW permit is also required.
os/L4/2004 Ls Action: AP
t{.t*t+t*t*tit{i**
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
wittr all Town ordinances and state laws, and to build this structue according to the towns zoning and suMivision codes, design
review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SIIALL BE MADE TWENTY-FOI R HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT O1IR OFFICE FROM 8:00 AM - 4
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
PAGE 2l',}'*'|.*{.*******,t*****'|.***,t(***********{.************,t{.,|.**{.:}'*{.,t.*!t.*,|.***{.*{.*'r*{.*!t.'t.!t.*!t(*:******{3*********
CONDITIONS OF APPROVAL
Permit #: 804-0041 as of 09-29-2005 Status: ISSUED:!******:f *:t*:B,i:i* 't*rt *:tt '3{.*****:i*:ttr!t*'t*ri*:t! '}!**,*********;t:t,trt!t'tt,t,t{r*** *!t*!**,tt',*'1.'i**d.***:1. ** *{.
Permit Type: ADD/ALT MF BUILD PERMIT Applied: 03130120/cl-
Applicant: PEAK PROPERTIES - RON BYRNE Issued: 05lt7l2M
970-479-99m To Expire: 0712212005
Job Address: 352 E MEADOW DR VAIL
Location: 352 E MEADOW DRIVE, UMT "F'
Parcel No: 210108255011
Description:
NEW PENTHOUSE
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRBD TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALIS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQIIIRED PER SECTION
R3I3 OF THE 2OO3IRC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
+t+*t******f*****t*fll'i*at*a++*****l*+++++t*+*t****t************a******a**********+f*****+**
TOWNOFVAIL, COLORADO Statement***'|++t'i't**,ii++*t**'l****t+'i'i'****t*+f'|a'a't'*'t******tt+**********f+*t**************r***+*r*i*rr*
Statement Number: R050001508
Palment Method: Check
Propertiea, Inc. 1488
Anount: $30.11 09/29/2oo5l1 :12 AM
Init: DDG
Notation: Peak
Permit No:
Parcel Nossite Address 3
L,ocation:
Thia Palment,3
BP 00100003111100
PF 00100003112300
804-0041 Type: ADD/ALT MF BUIIJD PERMIT
2101- 082 -5501- 1
352 E MEADOTI DR VAIIJ
352 E MEADOW DRIVE, T'NIT nFt
Total Fees: $13,947.55Total AIJL Pnt,s: $13, 947.55$30.11
Balance :$0.00***1".*lll*a+t*++*'i'3lf*lf**++*+{.***al{r*****r**+tt+++l++*****t***{r**'t++++**t***************t**
ACCOUNT ITEM LIST:
AccouDt, Code Current PmbsDescription
BUILDING PERI"TTT FEES
PLA}T CHECK FEES
18 .25
11.86
TOWN OF VAIL DEPARTMENTOF COMMLTNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: 804-0041
285 BRIDGE ST
VAII-,
co 84657
License:
corflIRAcToR PEAK PROPERTIES - RON BYRNE 03/30/2004 Phone. 970-479-9990
I.OOO IJTONS RIDGE I,oOP
SUITE 3A
vAIIr, CO 91657
I-.,icense : 164 -A
ARCHTTECT ZEHREN & ASSOCTATES, rNC. 03/30/2OO4 Phonez 970-949-0257
P.O. BOX 1976
AVON, CO
81620
License: COOOOO1625
APPLICATTT PEAK PROPERTTES - RON BYRNE 03/30/2004 Phone: 970-479-9990
1OOO LIONS RIDGE IJOOP
SUITE 3A
vArrr, co g1_657
L,icense:164-A
Desciption:
NEW PENTHOUSE
Occupancy: R2
Type Construcfion: n A
Type Occupancy: ??
Job Address.: 352 E MEADOW DR VAIL
Location......: 352 E MEADOW DRM, IJNIT "F'
ParcelNo....: 21010825501I
projectNo...: ?U Ol _MlLl
owNER \ruL LLe $/30/2004 Phone:
Status.....: ISSUED
Applied...: 03/30/2004
Issued...: 05/17D004
Expires...: 11/132004
Add Sq Ft: 4660
# of Gas l.ogs: Z # of Wood Pellet: 0
FEE SUMMARY :r*:'t'rrt*r*:rr'tr*':rt't+{r'rrt*:it'r+tr'tr+*:}*
$O . OO Total Calculated Fees-> $13 , 91? .44
so.0o Additional Fees-------> $0 ' 00
Valuation: 1,000,000.00
Fireplace Informetion: Restricted: Y # ofGas Appliances: 2
Building---> 95, 608 .75 Restuarant Plsn Review->
Plan Check--> S3 , 545, 69 DRB Fee--------._-->
Investigation->
will call->$3 . oo ClearuP DePnsil-->
SO. OO Recreation Fee--> S4, 660 . OO Total Permit Fee--.--> $13, 917 .44
gO. OO Palmenb-.--_.-> $13, 917.44
TOTAL FEES-------+ 513,91?.44 BALANCE DUE------->
Approvals:Item: 051"00 BUIITDTNG DEPARTMENT
o5/t4/2oo4 cdavis Action: AP
$0. 00
PAGE2
** * f, * ** * * * *:lt * !t !*,|!** *t t *:* *:lr l':lr * 'f '|! t !t ** * I * *:t
't!
!t * 't l' * *i,t** * | * * | * * t * **:t** * * * ** * | {. *!t,S*:t * * !* *:t !i *:F*:f .f *:t **:t** * *:t * * * * **
CONDITIONS OF APPROVAL
Permit #: B04-0041 as of 05-17-2004 Status: ISSUED
t 't ** * * 1. **:t * * **,* *:* * * ** 'f | * ** * l:t *!t,* * * **,1+ * ** * t* * I *:t*,i ** * *:t **'t * * *'f *'t*,t,| * !*,|!!t,3 *,tr,**;* ** 't *:t ** * * * **,1* * **** * ** ** * * *
Permit Type: ADD/ALT MF BUILD PERMIT Applied: 0313012004
Applicant PEAK PROPERTIES - RON BYRNE Issued: 05/1712004
970-479-9990 To Expire: 1l/13/2004
Job Address: 352 E MEADOW DR VAIL
Location: 352 E MEADOW DRryE, UNIT'F'
ParcelNo: 21010825501I
Description:
NEWPENTHOUSE
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FoR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.1 OF THE 1997 UBC.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORKCAN BE STARTED.
ItEM: O54OO PI,ANNING DEPART!{ENT
04/L9/2oo4 ceorge Action:
Item: 05600 FIRE DEPARTI,{EI{II
Item: 05500 PITBI-,IC WORKS
Oa/O2/2Ooa Ls Action:
Staging ald traffic control p1an.
PW permit is also required.
05/L4/2OO4 Ls Action:
Awaiting for
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns mning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY 149 OR AT OIJR OFFICE FROM 8:00 AM - 4 PM.
* t * * ** * *** + * *** * * * ** | * * *+ * * +** * * **** + *** +t 't +*,1' *+'+ * * ** +* * + * +* * * * ** * ** * +l' '* * + +* 't + * ** * + * * * * * * * + t
TOWNOFVAIL" COLORADO Statement
+ +* +* * * * i * * * * ****{t+ + + * ** *** ** **** ** +'ll * +'t * * ***i +* + * ** * * * * *+ * * * * * * * * * * * * * * + * {. {. * f, + + + * + + '1.
* * + + | *
Statement Number: RO40005843 Arnount: $f3,9L7.44 05/t7 /2OO4L1 :05 AM
Palment Method: Check Tnit: TEMP
Notatsion:
Permit No:
Parcel No:
Site Addresa :
Location:
This Pa)ment:
804-0041 Type r ADD/ALT MF BUILD PERMIT
210108255011
352 E MEADOW DR VAIIJ
352 E MEADOW DRM, uNrT ||F',
Total Fees:
ToEaI AL,L PmEg :
Balance:
Descri pti on
$L3,9r7.44
913, 91? .44
$0.00
$13,9L7 .44
** ************tr:it **1.***************t'lr***t'|***f +***+f t************+*********f * * * + '1.l. * *:t +:l * +:1. +
'1.
ACCOT]NT ITEM LIST:
Account Code Cunnent Pmts
BP 00100003111100
PF 00100003112300
RF 11100003112700
hrc 00100003112800
BU]LDING PERMIT FEES
PLAN CHECK FEES
RECREATION FEES
I.JILL CALL INSPECTION FEE
5,608.75
3.U5.69
4, 660 . 00
3.00
REC E IVE O
AppLrcA.oN wrLL Nor JEriBErii'iirF rNcoMpLErE oR uNsrcNED
tl
mrn0FVln
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
General Contractor:
f r4 k PR orr,r, r, '
Town of Vail Reg. No.:
l6Ll-A
Contact and Phone #'s:
37o- aYls
Email address:
Contractor 9%rtwe:
COMPLETE VALUATIONS FOR BUILDING PERMIT (LAbOT & MAtETiAIS
BUILDTNG: $ goc,Ooo.co ELECTRTCAL: $ 7 /, oca. ao OTHER:$/f Q,oe,z.,,
PLUMBING: $ f Qp,ooo.6a MECHANICAL: $ J Q,oco TOTAL: $ l.QCA,?ea.o, e
For Parcel # Contact Assessors Office at 970-328-8640 or visit
?10 |0 s7 ;t a3tl7
a q?
JobName: /vlE/plK JobAddress: \ga E lttE4Do*u*)'*
Legal Description ll Lot: ll Block: ll Filing:Subdivisionl
Owners Nr .. y'A FFD / K Address:Phone:
ArchitecUDesign"r, Z E l/fr F/v Addre?. a, trox I l1f ?l6 Ro 'n?"rr- e 2g7
ensineer' Bflltpt y t"* z p Address:phone.777*6/a f
Detaileddescription oiwork. 4bq> NE cu,eFfrT r,,u iE
WorkClass: New( ) Addition( ) Remodel 1)d Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both ff Does an EHU exist at this location: Yes ( ) No P(
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial |41 Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Type of Fireplaces Existinq: Gas Appliances (' ) Gas Logs ( ) Wood/Pellet ( ) Wood Bu
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs Dd Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes (;{ No ( )Does a Fire Sprinkler System Exist: Yes pqf No (
**#$*************************FOR OFFICE USE ONLY**********+*********!r*#********!**
\\Vail\databdev\FOR l\ilS\PERM ITS\BLDGPERM. DOC 07 t26t2002
tl
T0rfl\,m
Questions? Call the Building Team at 479-2325
Project Name:
Project Address:
This Ch&klist must be mmpleted before a Buildinq Permit aoplication is
aceoted,
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy ofapproval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,parkinq or material storaqe
allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(s sets of plans for Multi-Family and
Commercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i,e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
Depaftment of Community Development
/rl E/1/ 2l K
o
o
o
o
a
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o
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Applicant's Si gnature:
Date of submittal:3-a(-Qa"'1
\VAiI\dAtA\CdEV\FORIVIS\PERM ITS\BLDGPERM. DOC
Received By:
04t0212003
IUMYOP
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
depaftments with regard to necessary review, these projects may also take three (3) weeks to
review and approve,
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
fl ar corufT/elAgreed to by:
Project Name:
Date:7'A(-7ooy
Print name
Signature
kErttrc
F : everyone/forms/bldperm3
A<1"- \
NS#)
Nwrlai/my
HOW DID WE RATE WITH YOU?
Town of Vail Survey
Commu nity Development Department Russell Fonesf Directo r,
(970) 479.2139
Check allthat applies.
1. Which Departnent(s) did you contact?
Building _ Environmental _ Housing_ Admin
Planning DRB _ PEC
no one available ?
3. lf you were required to wait how long was it before you were
helped?
4. Was your project reviewed on a timely basis? Yes / No
lf no, why no?
5. WasthisyourfirstlimetofleaDRBapp_PECapp_
;
Bldg Permit_ N/A I
0. Please rate the performance of the staf person who assisted you:54321Name:
(knowledge; responsiveness, availability)
7. Overall efiectiveness of the Front Service Counter. 5 4 3 2 1
L What is the best time of day for you to use the Front Service
Countef
9. Any cornments you have which would allow us to beter serve you
nexttime?
Thank you for taking the time to complete this survey. We are
commitbd b improving our service.
WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESNONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT":
NOXo
D
D
D
f,l
o
Is this a new residence?YES
Is any utility work needed?
Is the driveway being repaved?
Does demolition work being performed require the -usg of the Right-of-Way, easemenG or
public property? YES- NO X
YES- NO X
YES NO
Is a different access needed to the site other than the existing driveway?
Is any drainage work being done that affects the Right-of-Way, easements,
YES No--x-
o
a
Is a "Revocable Right-of-Way Permit" required?YES
Is the Right
YES
YES- NO_K
or public property?
NO
.t;Brlf".ents or public property to be used for staging, parking or fencing?
If answer is NO, is a parking, staging or fencing plan required by Public Works?
YES NO
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS.
PE+ k f Borrnr /E s
Contractor Signature
JoborProject Nu ", fr F/ / /K
Datesigned: 3'Ad-2""/
F :/everyone/forms/bl dperm4
Company Name
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19-
PW*:IT'ITTT
Parcer#:I I n !-I n I-I I-I
Brds.Permit#'E f I,I I I t]
1.
2.
Job Name
Excavating Contractor Name
Street Address
Maillng Address
n n ,l _ f-l (tf unknown callLJ Ll L.., | | 479-zt38 ext. o
TOV Coniraclor's License Number REOUIRED
Phone #zipCity
4.
Start Date
Work is for (circte one) Water
Compl€tion Date (Permit Expiration Date)
Sewer Gas Electric Telephone CATV Landscaping Temp. Site Access
Other
5.Trench-width
(min.4')
Bond Amount $
ALL MATERIAL. EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
Rubber out-riggers are required on
Asphalt surfaces underneath the
A signature below indicates a revi
signatures are obtained, permittee
necessary Town of Vail signatures.
ST BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
apptication through the Public Works office to obtain the
up to one week to process.
Depth
Total SF $
Total LF $
Permit Fee Total Permit Fee $
o.
7.
8.
Public Service Company (1
Public Service Nalural Gas Group (1-800-922-1987)
U.S. West (1-800-922-1987)
TCI Cablevision of the Rockies (1-800-922-1 987)
Eagle River Water & Sanitalion District (970-476'7480, ext. 114)
Holy Cross Electric Company (1-800-922-1987)
Town of Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town of Vail Public Works Construction lnspector (970-479-2198')
THERE WILL BE NO TOTAL STREET CLOSURESI A construction iraffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 18" of utilities - (Senate Bil 172').
11. permittee must contact Public Works Department at 479-2198 24 hours prior to commencino of work- Failure to notify
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection lee.
12, I certify that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
9.
10.
Contractor's Signature of Agreement Prlnt name clearly
ATTACH PLAN OF WORK, INCLUDING CONSTBUCNON TRAFFIC CONTROL PLAN
show streets with names, buildings, and location of cuts. USE DASH LTNES FOR CUT.
Date oi Signature
White - Public Works
Yellow - Conlractor
',
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Application.
If yes was answered to any of the questions then a "Public Way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies, ALL utilities must field verifu (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction,
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to peform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
i NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
I have read and understand the above.
3-A 3 - ?o"/
Signature
F:/everyone/forms/bldperm5
Date Signed
DRATNAGE AND CULVERT TNSPECTIONS ARE REQUTREp By PUBLTC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Depaftment has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftificate of Occupancv issuance.
Agreed to by:Ba/Ca,ufT/€/
Project Name:
Date Signed:
HEnttK
Print Name
Signature
F:/everyone/forms/bldperm6
7-A {-2oa f
PIease read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBUC WAYS PROHIBITED
a UnlaMul deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dift, snow, ice, or any
other debris or material upon any street, sidewall! alley or public place, or any portion thereof.
o Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, muc,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified,
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
! Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7.3A-I AND 7-3A.3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
o No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord, 2(1968) 5 1)
:l Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) S 1)
Ihavereadandwillcomplywiththeabovecodeprovisions: R Oy C a.uS f / E.Z
Position or Relationship to Project:
Date Signed:")
F :/cveryon€/fi)mrs/bldpernlT
-46
**11**** + * *{' * + | ** | I *+1*+* *+ |l* * ** ****f+ f*+*1f, ++ta*t+t +***+1* * ** *l * *+*'}* * +t * * I *+ * * * f* * * *******
TOWNOFVAIL, COLORADO Statement
+ + *** * * + * * + **f * t **t} +*lt** tf i'i * **t t * *+**+ ++ l'*t + +f **:i'l + + f++*** ** * * * *r++ + + *+*** ***** ** * ****** ** |
statement Number: Ro4ooo5843 Anount: $13,91?.44 05/L7/200411:05 AIvl
Palment Method: Check Irti!: TEMP
Notation:
804-0041 Type: ADD/ALT MF BUIIJD PERMIT
21010 8255 011
352 E MTADOW DR VAIL
352 E MEJADOVI DRII/E, UNIT ||FN
Total Fees: Sl3,9L7 ,44
SL3,9L7,44 Total AIrIr Pmta: 5L3,9L7.44
Balance: S0.00
* *{' '} + * t * * * * * * * * * * * * * **** i | * + * + +'l' * * + | ** * {r ** +* * * * * **'l' * + | +*f ** * ** ** t +* | * ** ***** *1.*:}+ +******* * **
Permit No:
ParceL No3
Site Addrese:
Location3
This Palment:
ACCOUNTITEM LIST:
Account Code
BP 00100003111100
PF 00100003112300
RF 11100003112700
|^Jc 00100003112800
Descripti on Current Pmts
BUILDING PERMIT FEES
PLAN CHECK FEES
RECREATION FEES
!\lILL CALL INSPECTION FEE
5 ,608. 75
3.645 . 69
4,660.00
3. 00
APR-27-2005 HED 07r02 alr Nr,rccoc I rAtt N0, 9704681208 P, 01
I
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I Northwest cotorado c;uncil oi GovernmChts m;;j
I ELEVAToR PERMTT AppLrcATroN Ap; ;,"yEp
I!,t'il(;Llt,flu E:'p:*
Applicatlon # _ .;". __.___:-____ permit * g5 O6b
Job nddrebr jsd I ritrr--!1edd0r^ Lhel_u_q- F_iT=kr=r !
,Building qr HomeowneCs Name_! Ai\. lVt$tr.rrtr:
Class sf Work:
Descrihe UVork
Ereva tor c'"tt.ct"{5181[X[!ff ILH0I
Mailing ArJclress
- t9q9$ryFB"ql|rt,F. sTt' B20l
Phone /i -l:ll|lafl,,,. a7
o5',
oi conlractor or duahorized egent Dah)
(Date)
--t.o*F
i0,
Sflr!'
rax# q10: 3'?-g -;-?bQ.
.
Major Alteration
Lo 9o
,\r-',1{[ ,/hi
_ NEWINSTAILATTON FE!
Passenger or frelght elevator, escalator,Tiigifrilrlalk:
!n to.1nA including $5O,OOO of valuation = gtSO.Ob
Over $50,fiD of valuation = $350.00 ptus g6.OO for each
$1,000.00 or fnction thereof over gSILOOO.OO
Lift, Dumburaiter or private residence elevator:
!R to anO including 920,000 of ratuation = $250,00
Ove-r 920,000 of yaluation = 9250.00 plus g3.00 for cach
$1,000.00 or fraction thereof orer $Z(j,OOO.OO
- MAJORALTERATION FEES:
Fees for major alteotions shall be as s* frtn tn tabte 3-A of
the Unifornr AdmlnlstraUve Gode or Table 1-A.' ++-vlr-uauon r".J7, l]{-4J
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Apprcved by
plan ievieur ano ned ini:peAFns din-lix.r{r.teo nv ttre Northu,e* aoto,ado ffin, *itilrded to NwccoG for re'view |nd apprwal. scfiedute inspeaions by contadi;g th; Nwccoc Eevabr Inspector at I9iei.J$,l0'.""ruse!P,ufdi,ulit tr_ir]b : rrvYLL\ ' dev'rwr ,nsPec
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Date Pald Reelpt#
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Engtncers, &rc.*IEET s-....-.---.-
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I
INDEPIDNDDI\PT TESTINGI &,
INSPECIION SEBVICES rfilc.
12084 VASEEN GT.
CO]{|FER, COLORADO Ao't3:t
30367+750{t
FA)( 30347+7560
w4-@4 I
OBSERVATION REPORT
lTlS Job No.100704
LodgQ-ocation:Vail, Colorado
Page 1 of
2-r-n5
Project:
Inspec{or:Darrid L. Sturgeon
This.report package contains information conceming specific tests and inspec{ions of structural steelwelding, structural bolting, struclural sprayed nrepro-ofiirg, and/or nonoestruanve testing.
The specific criteria utitized in- judging the degree of conformance for each area of inspection arecontained on each individuat inspection form.
Also included may be lTlS' "List of Outstanding Discrepancies' (O.D. List). The O.D. List will beconsecutively numbered for each page issued throughout the duration of the projea. Each individualitem listed will abo be consecutively numbered.
lf there.are any questions regarding the content of this report, please feel free to contac{ lTlS at yourconvenience.
cn*
President
ICBO Certified Inspector #1
AWS QC-1 ffi2r22691
Resident Level lfl
INDEPENDE1VT TESTING &,
INSPECTION SEBVICDS TNC.
12084VASEEN CT.
col{tFER"coLoRADo 8{t4:t3
3{r3-67+7580
FA)( 303t7+7560
page
FIELD INSPECTION RDPORT FORM
IMTIAL VISUAL INSPECTION OF WELDING
Inspector: David L- Sturgeon ITIS Job No. 100? 04 Date: 2-1-0s
Field Made Welds: x Shop Made Welds: _
Type of Weld Inry€cted: Fillet x Groove Otber
Type of Component (ie: column, beanr, girder, rnorrrent welds, etc.)As recorded
of
Applicable Code or Standard: AI{S, IBC and Project Standarrts
AREAS OF INSPECTION
Level or Elevation: Elevation 196'Balconv Deck Extension
Grid Line Locatior(s) errornpassing the area(s) inspected/tested:Grid C anrj 3
Provide infonnation re: conditions ofnonconformance. Include the O.D. item nrrnber and attach i copy
ofthe O.D.List ifapplicable. The strpponting beam connections, deck and edge angle con-
nections weie found
Level or Elevation:
Grid Lire Location(s) encompassing the area(s) inspected/tested:
Provide inf,ormation re: conditions of norrconforrnance. Include the O.D. iiem number and attach a copy
ofthe O.D. List ifapplicable
l,evel or Elevation:
Grid Line Location(s) encornpassing the area(s) inspected/tested:
Provide inforrnation re: conditions of nonconfonnance. Include the O.D. item number and
"ttuch
a ""pyof the O.D. List if applicable._
INI}EPENDEIVT TDSTING &
INSPECTION SDRVICES INC.
{2084VASEEN CT.
coNlFER" CoLORADO 80433
303674-7560
FA)(303471-7560
Page
OBSERVATION REPORT
lTlS Job 1e. 100704 9316;1 1-1.1-04
IVlendlin Residence @Vail Mtn. Spa Locatlon:Vail, Colorado
Inspec'to1:David L. Sturgeon
President
ICBO Certified #1138247-85
AWS QC-1 #2122691
Resident Level lll
of i1
Prolect:
This report pacl€ge contains information concoming gpecific tests and inspections o{ structural steel
,""iAind,
"triarralUofting,
siructural sprayeO Rreprooting, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conforman@ for each area of inspection are
crntained on eaci individual inspec{ion form'
Atso induded may be ITls'"List of outstanding Dbcrepancires"JO.Q. t-is-0. The o-D. q"tY',|! q .
*n."."tio"fy nuritOereO ior ei*r page issued-throughout the duration of the pnojec{. Each individual
item listed will also be consecutively numbered.
lf there a1g any questions regarding the content of this report, please fieel free to contac* fflS at your
convenien@.
IIIDEPEIIIDEIIT TESTfNG A
II{5PEGTIOil Sf,BYfCES fI{C.
12084 Vaseen Ct'
Conifer, Colorado 80433
(303) 674'7660
FIELD APPLIED STRUCTURAL STEEL
FIREPROOFINC INSPECTIONS
Page 2 of 3
nT,S Jot, No. 100?04
The following
and tested in
Date i
LeveI
Area
Iisted levels and areas, ag described herein' were inspected
accordance with ICBO ?-6.
11-11-04 TvPe of Fireproofing Material rnspected:Cafco Blaze II
of Inspection:Mezzanine ( L-207)
A-C/10-12Inspected:
List any deficiencies noted rhich do not conform to
assign an O.D. item nunber with corresponding O.D.
listed areas of inspection were found xo be in
requirements and project standerds, a's a,pplicable.
No deficieneies observe<i.
ICBO ?-6 requirenents and
page nunber. All other
confornance to I0BO ?-6
Required ThicknessU.L. DesiSn,/RatingConponent Tested
3/4" - 1-5/8nN-823 2 Hr.
List areas by grid line
renoved. Results of dry
and level where
density testing density samples for
reported seParatelY
lab testing were
upon completion.
Level Grid Line Component U.L. Design
1.
z.
3.
!.tsry_"t:., .-. P_avi4 J.,. SturEeon IfiS Job No. 100?04
INDEPENDENPT TESTING &
INSPECTION SEBYICES INC.
IAIB4VASEEN CT.
CONIFER, COLORADO 80433
303€7+7560
FAX 303474-7560
page_ 3 of
FIELD INSPECTION REPORT FORMIMIIAL VISUAL INSPECTION OF WELDING
Date: 11-11-04Field Made Welds: X . Shop tvtade Welas:
Type of WeH Inspectea: ruU-_- Crroove Other
Type ofComponelrt (ie: cohnul beaur, girder, morent rvelfu etc.)As recorded
Apptcable Code or Standard:
Level orElevation: Level 196
AREAS OFINSPECTION
(Section 2 of E-b)Deck ancl halcony cantilever
ct Standards
crid Line Location(s) encoryas@
Provifu infonnation ."r "oofthe9-.D.List if applicable.__Th:jglgl lange of inJwJt cr'i-tin'ur"'"*t"rro.d past the beam*ns-ndgf Jgrye
The installation wai
Level or Elevation:
Grid Line Location(s) enc
Pmvideinformatnn rc
ofthe O.D. List ifapplicable
l.evel or Elevation:
Gdd Line to"u,tott(
Provide infurmatb
ofthe O.D. List ifapplicable
INDEPENIDENT TESTING &
INSPECTION SENVICNS INC.
12084 VASEEN CT.
coNlFE& coLoRADO 804t3
303474-7560
FAX 303{7.1-7560
Page l of
OBSERT'ATION REPORT
Gllent: Peak Properties tTtS Job pq. 100704 Date: l0-26-04
ProJect:Vail Mountain Lodge - llendlin Res.Locafon: Vail, Colorado
Inrpector:David L. Stungeon
This report package contains information conceming specific tests and inspections of structural steel
welding, slructural bolting, struc{ural sprayed fireproofing, and/or nondestructive testing.
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on eacfi individual inspection form.
Also induded may be lTlS'"List of Outstanding Discrepancies'(O.D. List). The O.D. List will be
consecutively numbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
lf thee are any questions rcgading the content of this report, please feel free to contac* lTlS at your
convenenoa
President
ICBO Certified Inspector
AWS QGI ffi21?2691
Resident Level lll
IIIDEPENDENT'T TDSTING &
INSPECTION SDRVICES TNC.
t2084 VASEEN CT.
coNtFEB @LORAnO 8043:l
303-67tf-7560
FA)( 303674-7560
Page 2 of 3
FIELD INSPECTION REFORT T'ORM
INITIAL VISUAL INSPECTION OF WELDING
Inspector: David L. Sturgeon ITIS JobNo. 100?04 Date: 10-26-04
Field Made Welds: x Shop lvlade Welds:
TypeofWeldlnspected: Fillet X Groove_ Other
Type of Component (ie: colunnr, bearrg girder, momelf welds, etc.) As recorde<l
Applicable Code or Standard: AWS, IBC and Pnoje.q! Elan4efds
AREAS OFINSPECTION
Level or Elevation: Elevation 20?r-00tt Reinsoections
Grid Line Location(s) encompassing the area(s) inspected/tested: N/A
Provide inforrnation re: conditions of nonconfornrance. Irrclude the O.D- item numb€r and attach a copy
of the O.D. List if applicable. Please refer to the attached I'Reinspectionrr form for detbils
or rne relnsDecllons conducted.
Level or Elevation:
Grid Line Location(s) encompassing the area(s) inspected/tested:
Provide infonnation re: conditions of nonconformnce. Inchrde the O.D- item number and attach a copy
of the O.D. List if applicable.
Level or Elevation:
Grid Line Location(s) encompassing the area(s) inspected/tested:
Provide information re: conditions of nonconformance. Include the O.D. item number and attacfi-opy
ofthe O.D. List ifapplicable
INDEPENDENT TESTII,IG &
INSPECTION SERVTCES INC.
12084 l/as6en Ct.Conifer, Colorado BO4gg(303) 67{-7560
REII{SPECTI$IS
Type of Reinspection: Visual X Torgue TestJng
Insp€ctor: Dayi<l L. Sturgeon ITI$ Job No.100704
Page 3 of 3
NDT
Oate 10-26-04
List ltems reinspected, referring to the 9.g. itern and orlginal date for reporting ofthe o'D. ltern. rndrcate.tf the rernspected item conformJto originar proJectstandards, modifled standards, or accsptsd in the as-uuiit condttlon. condltlonsfound lnltially in nonconfornance to original proJeit itanaaro , but subsequentlyrevlEuad-and acceptsd by the responsible-auttrortt! *rraii-irir" such accaptance inurltten form rrith urltton confinmtlon noted on thls r€port.
o. D.
ITEI.I
ORIGI}IAL
REPORT
DATE
ACCEPTED BY
EI{GIIIEERIIIG REVIEI{
AS BUILT }ICIDIFIED
cot{FoRf,tIt{G
TO
STATII}ARDS
OATE
SIG'I{ED
OFF clltltENTs
F-4 10-0?-04 X t0-26-04
F-5 10-07-04 x 10-26-04
F-6 10*07-04 x l0-26-04
F-7 r 0-07-04 x 10-26-04
F-8 r 0-0?-04 X 10-26-04
F-9 li:0?-04 x 10-26-04
INDEPI)NDEIN'T TESTING &
INSPECIION SERVICES INC.
lms4vAsEEt{ cT.
coNrFErL coLoRADO 8043:t
303674-7560
FA)( 3Gl67l-7560
Page of4
OBSERVATION REPORT
Peak Prooerties tTtS Job gs. 100704 p4s;1n-22-04
ProJect:Vail Mountain Lodge - Mendln Res.1o".tion. Vail' Colorado
Inepeeton David L. Sturgeon
This report package contains information conceming specmc tests and inspec'tions of structural steel
welding, struc{uml bolting, structural sprayed fireproofing, and/or nondestru€tive testing.
The specific criteria utilized in judging the degree of conformance for eacfi arca of inspeclion are
contained on each indMdual inspeclion form.
Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be
consecutively numbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
tf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenienoe.
David L. Sturgeon
President
138247€6
AWS QC-1 #2122691
Resident Levellll
ATTACHI'lENTS
INDEPENDEi\TT TESTING &
INSPDCTION SEBVICES TNC.
12084VASEEN CT.
CONIFER" COLOR/ADO 8043i1
303{74-7560
FAX 303674-7560
Page
FIELD INSPECTION REPORT FORM
INITIAL VISUAL INSPECTION OF WELDING
Inspector: David L. Sturgeon ITIS JobNo. 100?04 Date: 10-22-44
Field Made Welds:
-
Shop Made Welds:
-
Type of Weld Inspected: Fillet X Groove
-
Other
Type of Component (ie: cohnnn, bean, girder, mometrt welds, etc.)As recorded
of
Applioable Code or Standard:AWS, IBC and Pro.iect Standa
AREAS OF INSPECTION
Level or Elevation:Mezzanine Level O.D. List R
Grid Line Location(s) encoryassing tbe area(s) inspected/tested:
opy
ofthe O.D. List if applicable. Please refer to the attache<l O.C. Lists and the t'RbjnsPeetions"
form. o.D. iterns F-4, F-5, F-6' F-7 and F-8.
Level or Elevation: Levels 207 and 196 2of54 Stairwav - Beam to wall
Grid Line Location(s) enconqpassing the area(s) ins-p,ected/tested:12 - L3
Proyide inforrnation re: conditions of nonconformance. Include the O.D. item number and attach a copy
ofthe O.D. List if applicable.At elevation 196'the anchors need to be installed at all
connections. At elevation 20? the work is complete and in conformance-
Level or Elevation: Elevation 20?Wall connections
Grid Line Location(s) encornpassing the area(s) inspected/tested:Il'.1 and 12
Provide information re: conditions of nonconfonnance. Include the O.D. item number and dtach a copy
ofthe O.D. List if applicable.The welding and anchorages are incomplete.
I1\IDEPENDEI\I'T TDSTING &
INSPECTION SENVICES INC.
t2x'84VASEEN CT.
CONIFER, GOLORATrc g}'I3:}
30347'l-7560
FAX 303{7{-7560
Page 3 of +
ADDITIONAL INFORMATION
Inspector: David L. Sturgeon ITIS JobNo. 100?04 Date: 10-22-04
This form contains additional inspection information not specifically covered in the
prepared forrrats oftesting and inspections.
Additional I nformation
Additional Inspections
Additional Tests
ITIS conducteci the initial i{rspection on October 7. 2004. with subsequent
follow-up inspections on October 22, 2004. Included is a copy of the first
inspection report; however, it is addressed to Shaw Construction. The inspections
relevant to vou have been circled.
INDEPENDENT TESTIHG &
INSPECTION SERVICES INC.
12084 Vaaeen Ct.
Conifer, Co'lorado 80433
(303) 07/t-7560 Page 4 of 4
REII{$PECTIOilS
Type of Relnspection: Visual X Torque Testing
Inspector: Davi<i L. Sturgeon ITIS Job No. 100704 psls 10-22-04
List items reinspected, referrlng to the O.D. ltem and original date for reporting of
the 0.0. 1t€m. Indicate if the reinspected ltem conforms to origlnal proJect
standards, modlfied standards, or acceptad ln the as-built conditlon. Condltlons
found lnjtial'ly in nonconformanc€ to or191nal proJect standard , but subseguently
revleved and accepted by the responslble authorlty shalI have such acceptance 1nrrltten form with yrltten conflrmatJon noted on th{s reoort.
NDT
o.D.
ITEH
ORIGINAL
REPORT
DATE
ACCEPTED BY
ENGINEERII.IG REVIEW
AS BUILT I,IODIFIED
cot{FoRilrilo
TO
STAT{DARI}S
DATE
SIGT{ED
OFF Com'lEt{TS
F-6 10-0?-04 x 70-22-04
F-?10-07-04 x t0-22-04
INDEPENDENTTESTING &
INSPECTION SEBVICES TNC.
12084 VASEEN GT.
COillFER, COLOR/qIIO dXil3
3{r3$74-7500
FA)( 303-67+7560
fr r> lYtbnC / rt trtA*- Page-l-e' 6
OBSERVATION REPORT
6j16ng Shaw Construction tTtS Job p6. 082504 9a6' 10-7-04
Protect Vail l{ountain Lodge Locatlon: Vail' colorado
lnspecton Davdi L' Sturgeon
This report package contains information conceming specific tests and inspections of structural steel
*efaind, tttirArr"IOotting, sttuautat sprayed firepro-ofing, and/or nondestructive testing'
The specific criteria utilized in iudging the degree of conformance for each arca of inspection are
contained on each individual inspection form.
Also included may be lTls"List of outstanding Disclepancles'JO.!. List)' The o'D' List will be
' consecrrtively numbered for each page is''ued-throughout the duratbn of the project' Each individual
item listed will also be consecutively numbeled.
lf there are any questions regarding the content of this report, ptease feel free to contast lTlS at your
convenience.
1 -.4r---*- '"':--:
,<J
David L. Sturgeon / /
ilE"Jo8:h*o rnspeao rHgs 247 -Bs
AWS QC-1 #2122691
Resident Level lll
INDNPENDBINTT TESTING &
INSPECTION SEBVICES INC.
IM4VASEENCT.
CONIFER, @LORADO 80433
{3{.7e7W
FAX 3{t3-67.1-7560
Page
I'IELD INSPECTION REPORT FORM
INITIAL VISUAL INSPBCTION OF WELDING
lrupector: I)avid L. Sturgeon ITIS JobNo. 082504 Date:
Field Made Welds: x SboP Made Welds:
-
Type of Weld Inspected; Fillet X Groove
-
Other
As recordedType ofComponent (ie: coftmuu bear4 girder, mornent welds' etc-)
of
10-?-04
Applicable Code or Standard:AWS D1.1, IBC and Project Standaqdq
AREAS OFINSPECTION
Level or Elevation:Level Three New balcon frami
Grid Line Location(s) encompassing the area(s) inspected/tested:Unit 308
ffif nonconforrnance. Include the o.D. item nrunber and attach a copy
ofthe O.D. List if applicable.No deficiencies were observed.
Level or Elevation: Level Four New balcon frami
Grid Line Location(s) encompassing the area(s) inspected/tested:Unit 402
Provide information re: conditions of nonconforrnance. Include the O.D. item number and.attach a copy
ofthe O.D. List if applicable.No deficiencies were observed.
Level or Elevation: Level Four ExistinE structural frami
Grid Line Location(s) errconrpassing the area(s) inspected/tested:Unit 419
Provide information re: conditions ofnonconformance. lnclude the O.D. item number and attach a copy
ofthe O.D, List if applicable. It was observed that an existing column qap plate ggnlecJign-
hasonlvtwobottsandnffibeenenteredontheattachedo.D.
List as item F-l.
INDEPENDENilT TESTING &,
INSPECTTON SEBVICES TNC.
1208{vA9EEl{ GT.
CONIFER, COLORADO 8043I
303A14;7ffi
FAX 303-67+7560
Page
FIELD INSPECTION REPORT FORM
INTTIAL VISUAL INSPECTION OF WELDING
of
tnspector: David L. Sturgeon ITIS Job No'
Field Made Welds: X ShoP Made Welds:
-
Type of WeId Inspected: Filht X Groove
-
Other
Type ofComponent (ie: colum4 bear& girder' rnoment welds, etc'
082504 Date:l0-?-04
As recorcled
Applicable Code or Standard:
AREAS OF INSPECTION
Level or Elevation: Levels Two, Three and Four Structural frami
Grid Line Location(s) encompassing the area(s) inspected/tested:West encl
. Include tbe O'D' item number and attach a copy
ofthe 0.D. List if applicable. The column base connections were'found colforrajnFi how.ever, '
the structural frarning, including anchoring to extCting huildin6 and d
ms needs to be comple been en on the attached O
as lTem
Level or Elevation: Level Three structural fremi
Grid LirE Location(s) enconrpassing the area(s) inspected/tested:Unit 31 0
Fiouiae inforrnation te,
"onditions
of nonconforrrance. Include the O.D. item number and attach a copy
of the O.D. List ifapplicable. Several of the existing connections whgre-ne-w framing \a,s
been connecterl-<lo not q@ shoula be reworked where marked in
-
fer'*io*,A"u^tion #7 New fram
Lirn Lncation(s) errcorryassing the area(s) inspectedtested:l4ezzanina I - 13
Protide irrlRDrmdion re: conditions of nonconforrnance. Inctude the O.D. item number and attach a copy
of the O.D. List if applicable. At F.the connecti on
needs two sides welded. This terrd on O.D tist tem F-4. At
.tine' (O'D'ftem F.-5 of attache
in the 3-hoft connection (O.D. Itern F-6]; and a
grnTase.and6a cap plate connection neerls welding (o.D. Item F-
INDEPENDEN'TTESTING &
INSPEC'TION SEBVICES TNC.
I2OS4VASEEN GT.
coNlFER, COLORADO 8{f43ll
w38l+7W
FA)( 303474-7560
Page
I,IELD INSPECTION REPORT FORM
INITIAL VISUAL INSPECTION OT' WELDING
of6
Inspector:David L. Sturgeon ITIS Job No. 082504 Date: 10-?-04
Field Made Welds: X ShoP Made Welds:
-
Type of Weld Inspected: Fillet X Crtoove Other ,
Type ofComponent (ie: colum& bear4 girder, uronpnt welds' etc-) As recorded
Applicable Code or
Proli infoflnation rc condltions of mnconformance. Include th O.D. item number and attach a copy
ofthe List if At H and 12 the W12 cli to wall connection plates are
fully welddtl;-and the ha.s been entered on the a
tem F-8.tween 12 and 1 the top vettical bars at t
Level or Elevarion:
Grid Line Location(s) encorryassing the arca(s) inspected/tested:9-13/C-H.l
Provide information re: conlitions of nonconformance. Include the O.D. item number and attach a copy
of the O.D. List if applicabte. /uo Jeic*ruts< ,..et* aLcretri4
Level or Elevation:
Grid Line Location(s) encompassing the area(s) inspected/tested:
Provide information re: conditiors of nonconformance. Include the O-D. item number and attach a copy
ofthe O.D. List if applicable.
AREAS OFINSPECTION
'/ 2a7drsbrtiont Elevation#+ New qllgslqql-llgm
Line Locatio(s) encornpassing the area(s) inspected/tested:9-'t3tc-H.l
IIIDEPEIIOEI{T TT$TIilG E
IIIEPECTIS{ $TR',ICE$ IIIC,
120E4 VASEEJ{ CT.
coflrFER, O0 E0433
(303) 6?4-7560
Page 5- of .--,q
LIST OF OUTSTAI{DII{G DISCREPAT{CIES
LocATroN Yeil l-119q!-t9j4.!od.ee-- --- JoB No. -q!a50{- DATE - 10-7-04
INSPECT0R --. David L, sturgeon - o.D, LIST PAGE 1 gp On-golng
DATE
REPORTED
ITEI.I
NO,
d,,TSTANDINC DISCREPA}ICY DATE
ACCEPTED
10-7-04 F-l Level Four, Unit 419 - weld thg gxisqlg-giga "olu*-t
cap plate where the two b9!!€ 3I9 nti5lg
l0-?-04 F-?Levels Two, Three and Fou, wes! erld frglq[g:jg:
plete the connection to exist!4g luifd-!ry.and ge
reouired welding
10-7-04 F-3 Level Three, Unit 310 - rework afl 94i!!IC-welded
connection as rnarked, and wel<l S!eItp9-99!C4&---
eao olate where the two bolts are q4qr!4g:-
10-7-0rl F-4 \evation ftil """onine
frarning atL?-91!4-&
-r6ierence 5 of S-4 - weld the othef side of the TS
to- Llat{
vor)n'LF
hanger. Weldinp of two sides is regurled-
n.K -\F-5 ./
2!7
Elevation {S5i. Mezzanine FrcElj4g',q!-G-gnd-lf-:-
(o - tA-o.l
,r7 n>- nlFfE
(\weld the existins pipe cofumn' cao plate where the
two bolts are missing.
,o-ff F-6 \ zo7
dtevetion lf!f.'Mezzanine Framing.at F.8 and 12 -!._-tw*bolts are missins in the threetolt conneetion
t6-2A-o"f
+*2 0/\
n-dA F-7
\Ln
Elevadon f0C. L,tezzanina framing at G a4d-!!--Je!
tt Tt+6 ne.w eolumn base anrl the existing column cap
olate where the two bolts are rnisslng.
lb7^-aLl?r*) tl\
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MENDIKRESIDENCE
VAIL MOTINTAIN LODGE
VAIL, COLORADO
Project Manual
03 1557.00
CD- Final Set
August 20,2004
SANTABARBARA J72Z E H R E N V A I L
(805)963-6890 FAX (805)963-81 02
san,abarbara@zeh'en com
--
ANDASSOCIATES, lNC. ltti':it3t:tii"JtJt]ttt-t:tl
ARCHITEC]TURE' PLANNING INTERIORS
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Project No.031557.00
SPECIFICATION INDEX
ORIGINAL ISSUE: March 8th,2OO4
Italic indicates information to be issued at a later date.
Bold indicates information that is new.
SPECIFICATION SMETS
ACCESSORIES
SPECIFICATION SHEET ACC. I
SPECIFICATION SHEET ACC-2
SPECIFICATION SIIEET ACC.3
SPECIFICATION SHEET ACC.4
APPLIANCES
SPECIFICATION SHEET APP- I
SPECIFICATION SHEET APP-2
SPECIFICATION SIIEET APP-3
SPECIFICATION SHEET APP,4
SPECIFICATION SHEET APP-5
SPECIFICATION SHEET APP-6
SPECIFICATION SHEET APP-7
SPECIFICATION SHEET APP-8
SPECIFICATION SHEET APP-9
BASE
SPECIFICATION SHEET BSE- I
CABINETRY
SPECMICATION S}IEET CAB- 1
SPECIFICATION SHEET CAB.2
SPECIFICATION SHEET CAB-3
CEILING
SPECIFICATION SHEET CLG- 1
COUNTERTOP
SPECIFICATION SHEET CNT- I
SPECIFICATION SHEET CNT-2
SPECIFICATION S}TEET CNT-3
SPECIFICATION SHEET CNT4
SPECIFICATION SHEET CNT-s
SPECIFICATION SHEET CNT-6
SPECIFICATION SHEET CNT-7
FIREPLACES
SPECIFICATION SHEET FP-l
SPECIFICATION SHEET FP.2
SPECIFICATION SHEET FP.3
a
MENDIKRESIDENCE
Vail Mountain Lodge Vail. Colorado
Specification Index IssueB-CD-finalSet (08t20to4\
-1
MENDIK R"ESIDENCE
Vail Mountain Lodge
Project No.031557.00
Vail. Colorado
FLOORFINSIHES
SPECIFICATION SHEET FLR- I
SPECIFICATION SHEET FLR-2
SPECIFICATION SHEET FLR.3
SPECIFICATION SHEET FLR4
SPECIFICATION SHEET FLR.s
SPECIFICATION SHEET FLR.6
SPECIFICATION SHEET FLR.7
SPECIFTCATION SHEET FLR-8
SPECIFICATION S}IEET FLR.9
SPECIFICATION SHEET FLR-10
SPECIFICATION SHEET FLR.I I
SPECIFICATION SHEET FLR-12
SPECIFICATION SHEET FLR.I3
SPECIFICATION SHEET FLR-I 4
SPECIFICATION SHEET FLR.15
HARDWARE
SPECIFICATION SHEET HDIV- I
SPECIFICATION SHEET HDW-2
SPECIFICATION SHEET HDW-3
SPECIFICATION SHEET HDW-5
SPECIFICATION SHEET HDW-6
SPECIFICATION SHEET HDW.7
SPECIFICATION SHEET HDW-8
SPECIFICATION S}IEET HDW-9
SPECIFICATION SHEET HDW-10
SPECIFICATION SHEET HDW.I I
SPECIFICATION SHEET }IDW-I2
SPECIFICATION SHEET HDW-I3
LIGHTING
SPECIFICATION SHEET LTG-I
SPECIFICATION SHEET LTG-2
SPECIFICATION SHEET LTG.3
SPECIFICATION SHEET LTG.4
SPECIFICATION SHEET LTG.5
SPECIFICATION SHEET LTG-6
SPECIFICATION SHEET LTG-7
SPECIFICATION SHEET LTG-8
SPECIFICATION SHEET LTG-9
SPECIFICATION SHEET LTG-IO
SPECIFICATION SHEET LTG-1 1
SPECIFICATION SHEET LTG.Iz
SPECIFICATION SHEET LTG- I 3
SPECIFICATION SHEET LTG.14
SPECIFICATION SHEET LTG-I 5
SPECIFICATION SHEET LTG.16
SPECIFICATION SHEET LTG-17
PLUMBING
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MENDIKRf,SIDENCE
Vail Mountain Lodge
WALLS
00700
Project No. 031557.00
Vail, Colorado
SPECIFICATION SHEET PLMB- 1
SPECIFICATION SHEET PLMB.2
SPECIFICATION SHEET PLMB-3
SPECIFICATION SHEET PLMB4
SPECIFICATION STIEET PLMB-5
SPECIFICATION STMET PLMB-6
SPECIFICATION SHEET PLMB.7
SPECIFICATION SHEET PLMB-8
SPECTFICATION SHEET PLMB-g
SPECIFICATION SHEET PLMB- I O
SPECIFICATION SHEET PLMB-I 1
SPECIFICATION SHEET PLMB- 1 2
SPECIFICATION SHEET PLMB- I 3
SPECIFICATION SHEET PLMB- 14
SPECIFICATION SHEET PLMB- 1 5
SPECIFICATION SHEET PLMB-I6
SPECIFICATION SHEET PLMB.I 7
SPECIFICATION SHEET PLMB- I 8
SPECTFICATION SHEET PLMB-Ig
SPECIFICATION SHEET PLMB-2o
SPECIFICATION SHEET PLMB.2 I
SPECIFICATION SHEET PLMB-22
SPECIFICATION SHEET WLS-I
SPECIFICATION SHEET WLS.2
SPECIFTCATION SHEET WLS.3
SPECIFICATION SHEET WLS.4
SPECIFICATION SHEET WLS-s
SPECIFICATION SHEET WLS-6
SPECIFICATION SHEET WLS-7
SPECIFICATION SHEET WLS-8
SPECIFICATION SHEET WLS-IO
SPECIFICATION SHEET WLS- 1 1
SPECIFICATION SHEET WLS- I 2
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DMSION I - GEI{ERAL REQUIREMENTS - BY OWNER
GENERAL CONDITIONS
AIA DOCUMENT A201. GENERAL CONDIDTIONS OF THE CONTRACT FOR
CONSTRUCTION
CODEANANLYSIS
SUMMARY
ALLOWANCES
ALTERNATES
CONTRACT MODIFICATION PROCEDURES
AIA DOC G71O- ARCHITECTS SUPPLEMENTAL INSTRUCTIONS
ArA DOC G709- WORK CHANGES PROPOSAL REQUEST
AIA DOC G701. CHANGE ORDER
01100
01210
01230
01250
Specification Index Issue B - CD- Final Set (o8t20to4\
MENDIKRESIDENCE
Vail Mountain Lodge
I
I
01270
01290
01310
01320
01330
01400
0t420
0r500
01600
01700
01731
01732
01770
01781
0r782
01820
Project No. 031557.00
Vail. Colorado
AIA DOC G7I4. CONSTRUCTION CHANGE DIRECTIVE
csl FoRM l3.lA- ST.JBSTTTUTION REQUEST
I.]NIT PRICES
PAYMENT PROCEDURES
PROJECT MANAGEMENT AND COORDINATION
CONSTRUCTION PROGRESS DOCT.JMENTATION
SUBMITTAL PROCEDI]RES
CSI FORM I2.IA- SUBMITTAL TRANSMITTAL
AIA DOC G81O- TRANSMITTAL LETTER
QUALITYREQUIREMENTS
REFERENCES
TEMPORARY FACILITIES AND CONTROLS
PRODUCT REQUIREMENTS
EXECUTION REQUIREMENTS
CUTTING AND PATCHING
SELECTIVE DEMOLTTON
CLOSEOUT PROCEDT]RES
CSI FORM 14.IA- PT.INCHLIST
PROJECT RECORD DOCUMENTS
OPERATIONS AND MAINTENANCE DATA
DEMONSTRATION AND TRAINING
CSI FORM 13.2- REQUEST FOR INTERPERTATION
CSI FORM I.5A- SUBCONTRACTORS AND MAIOR MATERIAL SUPPLIERS
LIST
RELEASE OF ELECTRONIC FILES
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(DMSTON 2 - SITE CONSTRUCTTON- NOT USED)
DIVISION 3 - CONCRETE
03300
03542
DTVISION 4 - MASONRY
DIWSION 5 - METALS
05120
05310
05500
05511
o572r
CAST-IN-PLACE CONCRETE
CEMENT.BASED UNDERLAYMENT
STONE VENEER ASSEMBLIES I
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STRUCTURAL STEEL
STEEL DECK
METAL FABRICATIONS
METAIL STAIRS
ORNAMENTAL RAILINGS
DIVISION 6 - WOOD AI\D PLASTICS
06105 MISCELLANEOUS CARPENTRY
Specification Index Issue B - CD- Final Set (08/20/04\
lt
I 0640I EXTERIORARCHITECTURAL WOODWORK
06402 INTERIORARCHITECTI.]RALWOODWORK
! DIVISIONT - TMRMAL ANDMOISTURE PROTECTION
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I DrvrsroN 8 - DooRs Af{D wrNDows
Project No. 031557.00
07142 HOTFLI.]ID-APPLIEDWATERPROOFING
O72IO BUILDING INSULATION
07241 EXTERIOR INSULATION AND FINISH SYSTEMS- CLASS PB
07610 SHEET METAI ROOFING
07620 SHEET METAL FLASHINGAND TRIM
07811 SPRAYEDFIRE-RESISTTVEMATERIALS
07841 THROUGH-PENETRATIONFIRESTOPSYSTEMS
07842 FIRE-RESITIVE JOINT SYSTEMS07920 JOINT SEALANTS
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Vail. Colorado
t
O8III STANDARDSTEELFRAMES
08212 STILE AND RAIL WOOD DOORS
08263 SLIDING WOOD FRAMED GLASS DOORS
08311 ACCESSDOORSANDFRAMES
08550 WOOD WTNDOWS
08620 UNIT SKYLIGHTS
O87II DOORHARDWARE
08712 HARDWARE GROT]PS
08830 MIRRORS
I DrvrsroNe-FrMsms
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09260 GYPSUM BOARD ASSEMBLIES
09265 GYPSIIM BOARD SHAFT-WALL ASSEMBLIES
09310 CERAMIC TILE
09385 DMENSION STONE TILE09638 STONE PAVING AND FLOORING
09640 WOODFLOORING
09680 CARPET
09751 INTERIOR STONE FACING
09911 PAINTING (CONSI-IMER LrNE PRODUCTS)
0993I EXTERIORWOODSTAINS
I DIVISION 10 - SPECIALTIES
IO82O GLASS SHOWER DOORS
I DTVTSTON 1r -EQIIPMENT (CUT SHEETS ONLY)II44O DECORATTVE GAS APPLIANCES
,i II45I RESIDENTIAL APPLIANCES
I
I Specification Index Issue B - CD- Final Set (08t20to4)
MENDIKRESIDENCE Project No.031557.00
Veil Mountain Lodge Vail, Colorado
DIVISION 12 - FTJRMSIIINGS - NOT USEI)
12494 ROLLERSHADES
(DMSTON 13 - SPECTAL CONSTRUCTTON - NOT USED)
(DryrsroN 14 - coF{vEyrNG sysTEMs - NoT usED)
DIVISION Is-MECHAMCAL
15410 PLT]MBINGFDffI.JRES
DIVISION 16 - ELECTRICAL
END OF SPECIFICATION INDEX
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Specilication Index Issue B - CD- Final Set (OSl2OlM) I
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SANTA BARBARA
(80s)963€890 FAX (80s)963-8102
santabarbara@zehJen.coln
VAIL
(97 0)949-0257 FAX (970)949-1 080
vail@zohren.com
Zehren & Associates Specification Sheet ACC-1
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: U2A2W
Available Throush
Supplier:
Address:
Cotrtact:
Phone:
Fax:
Ulta Hardware LLC
1025 Zui Steet
Denver, CO 80204
Stan KaaE
303-571-561 I
303-571-1227
Spgcification
Iocation:
Manufacturer:
Product:
Product Number:
Description:
Dimension:
Color/Finish:
105 Bath #1, I 11 Bath #2, I 14 Bath #3, 128 Bathl4,204 His Master Bath
Robern
Medicine Cabinet - Recessed
MFC 2028
Overall: 20" W x 27-ll2" H x 4" D, Rough Opening: I8-l/2"Wx24"H
Polished Chrome with beveled edee miror
Corrunents:All materials and construction must conply with applicable fue and safety codes
All materials must be contract quality
Supplier to veri& that all necessary parts for installation are ordered
Refer to Detail Murrul for lo"uti* *d -o,-tiog h"ights
ARCHITECTURE . PLAN NIN G. IN TE RIO RS
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Zebren & Associates Specification Sheet ACC.2
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Indee
ProiectNo: 20031557.00
Issue Date: 1n212004
Available Through
Supplier: tfltsal{ardunrellc
Address: 1025 Zuni Street
Denvcr, CO 802M
Contact: Statr KaaE
Phone: 303-571-5611
Fax: 303-571-1227
Specification
[.ocation:
Manufacturer:
Product:
Product Number:
Description:
Dimension:
Color/Finish:
210 IIer lvlaster Bath
Comments:All materials and consfruction must coryly with applicable fire and safeg codes
All materials rust be contract quality
Supplier to veri& that all necessary parts for installation are ordered
Refer to Detail Manual for locations and rnounting heights
Robem
Medicine Cabinet - Recessed
TFC3628
Overall: 36" W x 27 li2" H x 4" D, Rough Opening: 34 3/4" W x 24" H
Polished Cbrorre with beveled edge mirror
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ARCHITECTURE . PLANN ING. I NTE RIO RS
SANTA BARBARA
(805)963€890 FAX (805)963-8102
sanlabarbara@zehren.com
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AND ASSOCIATES vair@zehren.;om
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A RCHITECTURE . PL AN N I N G
SANTA BARBARA
(80s)963.6890 FAX (805)963-8102
sanlabarbaaa@zehren-com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1O80
vail@zehren,com
Zehren & Associates Specification Sheet ACC-3
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Throueh
Supplier: Iudy Robins
Address:
Contact:
Phone:
Fax:
Specification
Location: 105 Bath #1. I 11 Bath #2. I 14 Bath #3. 128 Bath lf4. 204 His Master Bath
210 Her Master Bath, 213 Office Bath
Manufacturer:
Product: Double Arm Reversible Plainf\,(agni&ing Pivotal Mirror
ProductNumber: Ll 14
Dimension:
Color/Finish:
Comments:
ar"oE^3,s,[,f:
7*hren & Associates Specification Sheet ACC.4
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Throush
Supplier: Iron-a-Way
Address: 220 West Jackson
Morton, Illinois 6 I 55Gl 588
Contact:
Phone: 309-2667232
Fax: 309-266-5088
Specification
Location:
Manufacturer:
Product:
Product Number:
Dimension:
Color/Iinish:
Comments:
I l8 Iaundrv
Iron-a-Wav
Ironinq Center
A-46
15" W x 6-718" D x 60-5/8" H
White
Hinse on Left
All materials and construction must corply with applicable fue and safety codes
All materials must be contract oualiw
Supplier to verit that all necessary parts for installation are ordered
Refer to Detail Manual for locations and mounting heights
ARCIIITECTURE
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SANTA BARBARA
(80s)963-6890 FAX (80s)963-8102
sanlabaabaaa@zehaen.com
E.PLANNING.INTERIORS
i7Z E H R E-N ,rro,nor-oruYA!te7o)e4e-1080
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AND ASSOCIATES vair@zehren'com'
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ARCHITECTURE . PLAN N I N G
**;SJ*T$MER$S,., -22 E H R E N
santabarbara@zehren.com
-
AN D ASSOCIATES
INTERIORS
VAIL
(970)949-0257 FAX (97opl+1 O8O
vail@zehren.com
Zehren & Associates Specification Sheet APP-1
Project Information
Narne: Mendik Residence
Location: Vail Mounain Lodse
ProjectNo: 20031557.00
Issue Date: 112212001
Available Through
Supplier: TSE
Address: 142 Beaver Creek Place
Avoq CO 81620
Contact: John
Phone: 970-949-5170
Fax: 970-949-7973
Speci4cation
Location: 115 Kitchen
Manufacfurer:
Product: R""""
ProductNurnber: PDR 484GGZS with LB48R
Description: 48" St t"t".r St""t D*t F""t Pt f"r.t
Dimension: 47-7/8W x29-ll2Dx3G3l4H
Color/Finish:
C;omments: Supplier to veri& that all necessary parb for installation are ordered
Zehren & Associates Specification Sheet APP.2
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProiectNo: 20031557.00
Issue Date: 112212004
Available Through
Srrnnlier. TSF
Address: 142 Beaver Creek Place
Avon CO 81620
Contact: John
Phone: 970-949-5170
Fax: 970-949-7973
Specification
Location: 115 Kitchen
Manufacturer: ffi
Product: Hood
ProductNunber: HN48YS
Description: 48" Stainless Steel Wall Hood
Dimension: 48" W x23-ll4" D x 34-1116" x49-3/16"
Color/Finish: Stainless Steel
Comments: Supplier to veriry that all necessary parts for installation are ordered
ARCHITECTURE . PLANN I N G. I N TE RI O RS
SANTA BARBARA
(805)963-6890 FAX (8Os)963-8102
santabarbara@zehren.com
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jaz E H R E_N ,nro,*r_oruYA'"a,e7o)e4e_1o80
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AND ASSOCIATES vlirgzerrrencom
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A RCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)963-6890 FAX (8Os)963-8102
santababara@zehr€n.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren-com
Zehren & Associates Specification Sheet APP-3
Prqiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier: TSE
Address: 142 B*"* Cr*k P1"*
Avon, CO 81620
Contact: John
Phone: 970-949-5170
Fax 970-949-7973
Specilication
Iocation: I 15 Kitchen
Side-by-Side (on left)
Ivtaluulilu !'l ItI .
Product: Refriderator / Freezer
ProductNumber: 700TC
Description: Refrigerator top cabinet with (2) bottom freezer drawers
Dimension: 27"Wx 24"Dx80"H
Color/Finish: Stainless Steel
Comments: Supplier to veri& that all necessary parts for irstallation are ordered
Left Hinee
zkE#,sl,l:
Z,ehren & Associates Specification Sheet APP-4
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProiectNo: 20031557.00
Issue Date: ll22l20M
Available Throueh
Supplier: TSE
Address: 142 Beaver Creek Place
Avoq CO 81620
Contact: John
Phone: 970-949-5170
Fax: 970-949-7973
Specification
Location: I 15 Kitchen
Side-by-Side (on right)
Manufachrer: S"br*.
Product: Refriqerator
ProductNurnber: 700TR AllRefrigerator
Description: All Refrigerator
Dimension: 27"Wx24"Dx80"H
ColorlFinish: Stainless Steel
Comments: Supplier to veri& that all necessary parts for installation are ordered
RightHinge
ARCHITECTURE . PLANN I N G. I NTE RI O R S
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SANTA BARBARA
(80s)963-68s0 FAX (805)963.81 02
sanlabarbara@zehren.com
-ilz E H E E-N,,,0,,0n-o'uY#le7o)e4e-1080
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AND ASSOCIATES va@zehrencom'
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ARCHITECTURE . P LAN N I N G
SANTA BARBARA
(80s)963€890 FAX (80s)963-81 02
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-02s7 FAX (97O)949-1 O8O
vail@zeh.en.com
Zehren & Associates Specification Sheet APP-5
Pro.iect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: l/2A2004
Available Throush
Supplier: TSE
Ad&ess: 142 Beaver Creek Place
Avon, CO 81620
Contact: Iohn
rnone: , twy4yiuu
Fax: g70-lg4g-?g73
Specification
Incatinn' l15 Kif.hFn
Manufacturer: B"*h (bid .tt -"tt*J\{t"1.)Product: Dishwasher (Quantilv - 2)
ProdrrctNrrrnher SITVAAAOS
Description: Integra Limited Dishwasher
Dimension: 23-9116" W x22-7/16" D x 35" H
Color/Finish:
Comments: Supplier to veril that all necessary parts for installation are ordered
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Zehren & Associates Specification Sheet APP-6
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Availablef!1o1g!
Supplier: TSE
Address: 142 Beaver Creek Place
Avon" CO 81620
Contact: John
Phone: 970-949-5170
Fax: 970-949-7973
Specification
Location: ll8 Laundry
Manufacturer: Bosch
Product:
ProductNumber: WTA35IOVC (vented)
Description: Stackable Dryer
Dimension: 23-5/8" W x22-314" D x33-l/2" -34-112" H
Color/Finish: White
Comments:Supplier to veriS, that all necessary parts for installation are ordered
A RCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)963-6890 FAX (80s)963-8102
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (97O)949-1 08O
vail@zehren.com
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A RCHITECTURE . P L A N N I N G. I
SANTA BARBARA
(805)963-6890 FAX (805)963-81 02
santabarbara@z€h r6n.com
NTERIORS
VAIL
(970)949-0257 FAX (970)949108O
vail@zehren.com
Zehren & Associates Specification Sheet APP-7
Project Information
Name: Mendik Residence
Location:
Project No:
Issue Date:
Available Through
Supplier: TSE
Address:
Avon, CO 81620
Contact: John
Phone: 970-949-5170
Fax: 970-949-7973
Specilication
Location: 118 Laundry
Manufacturer:
Product: Washer (Quantity - 2)
ProductNumber: WFR2460UC(Axxis+)
Description: Front loading stackable washer
Dimerxion: 23 518" W x23-ll2" D x33-112" - 34-112" H
Color/Finish: White
Comments: Supplier to veri& that all necessary parts for installation are ordered
zr"oEo3,s,F,i:
Zehren & Associates Specification Sheet APP.8
Project Information
Name; Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
e,rnnlipr. TSF
Address: 142 Beaver Creek Place
Avon, CO 81620
Contact: Iohn
Phone: 970-949-5170
Fax 970-949-7973
Specification
Location: 120 Bar
Manufacturer: Scotsman
Product: Wine Storaee Unit
ProductNumber: SCV32-1SB
Description: Underormter Wine Cooler - 32 bottle capacity
Dimension: 15" tN x23-3/4" D x 33-718" H
Color/Finish: Stainless Steel
Corulents: Supplier to veri& that all necessary parts for installation are ordered
Left Hinse
ARCHITECTURE
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SANTA BARBARA
{805)963-6890 FAX (805)963-81 02
santabarbara@zehren.com
E.PLANNING.INTERIORSJ]22 E H R E N
--
AN D AS S o C rar i i (s70)e4evo2s7FAx(s70)s4e-108o
Zehren & Associates Specification Sheet
Information
Name:
location:
Project No:
Issue Date:
20031557.00
2lt6l20M
vailable
Address: 142 Beaver Creek Place
Avou CO 81620
Phone: 970-949-5170
Product Number: Sub Zero 245
Dimension: H 34" W 23 718 D 24"
Color/Finish: ClassicStainlessSteel
Comments: Supplier to verifo that all
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ARCHITECTURE . PLA N N I N G
SANTA BARBARA
(80s)963-6890 FAX (80s)963-8102
santabarbara@zahren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1080
vail@zehren.clmL7r"5LS,F,|:
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Zehren & Associates Specification Sheet BSE-1
Proiect [nformation
Name: Mendik Residence
Location: V"tt M",-t"t" l"dg"
Proiecf Nn' n1l557 nn
Issue Date:
Available Throuqh
Supplier:
Address:
Contact:
Phone:
Fax:
Specification
[,ocation:
Material: Walnut
Manufacturer
Product Number:
Name/Color:
Finish: Satin
Dimensions:
Edge Detail: See Detail 10.200
Commenrs: Fl"t.h
^tt
.-p"r-d "dg*
ARCHITECTURE . P LAN N I N G
SANTA BARBARA
(805)963-6890 FAX (80s)963-8102
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-O257 FAX (970)949-1 08O
vail@zehren.comar"oE ,nT,&,E^,1:
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A RCHITECTURE . P L A N N I N G
SANTA BARBARA
(805)963€890 FAX (805)963-8102
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-02s7 FAX (970)949-1 080
vail@zehren.com
Zehren & Associates Specification Sheet CAB. 1
Project Information
Name: Mendik Residence
Location:
Project No: 20031557.00
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Specification
Location:Alt baths. 120 Bar (Base Cabinets)
Material:
Manufachrrer:
Product Number:
Name/Color:
Finish:
Dimensions:
Walnut
Satin
See Detail
Other Details:and 10.305
Comments:All materials und .omtrr"tioo -u.t "ooply *ith ull upplfu
Any metal parts must be guaranteed against rust corrosion and scratching
L2(*5S,*,t",I
Zehren & Associates Specification Sheet CAB.2
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: 318/2004
Avai!4ble Through
Supplier:.
Address:
Contact:
Phone:
Fax:
Specification
Location: ll8 Laundry/Pantry
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimensiors:
Laminate
Formica
See Detail I
Comments:
Other Details: 10.431
All materials and constuction must be conUact quality.
Any metal parts rrust be guaranteed against rust corrosion and scratching
ARCHITECTURE . PLAN N ING. INTE RI ORS
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(80s)963-6890 FAX (805)963-8102
santabarbara@zehren.com I
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AN D ASS OC rnrl i (s70)e4s-0257F4x(e70)s4+1080
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A RCHITECTURE . PLAN N I N G
,,,,isllT$Rx[F,im,. -72 E H R E N
santabarbara@zehren-com
-
AN D ASSOCIATES
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1O80
vail@zeh.en.com
Z.,ehren & Associates Specification Sheet CAB-3
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Specilication
Location: 120 Bar (Upper Cabinets)
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimensions:
Walnut
Comments:
q.d- nO I
SeeDetail l0)dC
Other Details: 10.305
All materials and construction must be contract quality.
Any metal parts must be guaranteed against rust conosion and scratching
Z,ehren & Associates Specification Sheet CLG-1
Proiect Information
Name: Mendik Residence
Location: Vail Mormtain Lodge
Proiect No: 20031557.00
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Specification
All Ceilings
Material: Drywall Texture
Description: E.fr" lkht h*d ,ldp tr"*rt
Finish:
All materials and construction must conply with applicable fire and life safe9 codes.
All materials and construction must be contract quality.
Any metal parts must be guaranteed against rust corrosion and scratching.
A RCHITECTURE . PLA N N I N G
SANTA BARBARA
(8O5)953-6890 FAX (805)963-8102
santabarbara@zehren com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.comzr-5 J,*,[,N
Zehren & Associates Specification Sheet CLG.2
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: YA2OM
Available Throueh
Supplier: Palo Duro Hardwoods, Inc.
Address: 12655 E 42nd Ave. Suite 60
Denver, Colorado 80239
Contact
Phone: 800-783-3309
Fax:
Specification
Location: 124 Familv Roorn 123 Game Room
Material: Wood
Manufacturer: Palo Duro Hardwoods, lnc
Description: Spanish Peaks Walnut
Sizes" 6-7" wide planks
Finish: Satin
Conrnents:
ARCHITECTURE . PLAN N IN G. I NTE RI ORS
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(80s)96}'6890 FAX (805)963-81 02
santabarbara@zehren.com
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A RCHITECTURE . P L A N N I N G
SANTA BARBARA
(805)963-6890 FAX (805)963-8102
sanlabarbaaa@zehren.com
INTERIORS
VAIL
(s70)949-02s7 FAX (970)949- 1 080
vail@zeh.en.com
Zellren & Associates Specification Sheet CNT-1
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodse
ProjectNo: 031557.00
Issue Date: 112212004
Available Through
Supplier: ALS
Address: 150 East 58th Sreet, 9th floor
New York New York 10155
Contact:
Phone: 917-295-2950(cell)
Fax: 212-644-592o(office\
Specification
Location: l05Bath#1, l1l Bath #2, 114Bath#3,213 Offrce Battr
Material:
Manufacturer:
Product Number:
Name/Color Th"r*r r-u" (*hrt")
Finish Polished
Dimensions:
Edge Detail: Sq*r"
"dg", t Vr" ttrt*
Grout:
Comments: Finish all exposed edges.
AII stone is to be sealed per manufacturer requirements.
Picture is representafional
Color may vary
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Zehren & Associates Specification Sheet CNT.2
Proiect Information
Narne' Mendilr Recidence
Location: Vail Mountain Lodge
Proiect No: 03 1557.00
Issue Date: 2/16/2W1
Available Through
<t,.--t:^-. l r <r--rr^_-_'Address: 150 E.rt 58th St""t, rth n"*
New York, New York 10155
Contact: Shalev Levi
Phone: 917-295-2950(cell)
Fax: 272-644-5920(offrcel
Specilication
Location: I 15 Kitcher\ 120 Wct Bar
Material:
Manufacturer:
Product Number:
Narne/Color Blue Cobra
Finish Polished
Dimensions: I l/4" slabs
Edge Detail: Square edge,2 1/2" thick
Grout: to match
Corrunents: Fl"trh "n r,p"*d "dg"-All stone is a natural product therefore subject to variation in color, shading and veining.
All stone is to be sealed per manufacturer requirements.
R"f"t to Detail Marual fot til" pn .
Picture is representational
Color may vary
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A RCIIITECTURE . PLAN N I N G
SANTA BARBARA
(805)963-6890 FAX (80s)963.81 02
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.comzr"5Ls,E^,1:
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ARCHITECTURE
SANTA BARBARA
(805)963€890 FAx (8O5)963-8 102
sanaabarbara@zehren.com
Zehren & Associates Specification Sheet CNT. 3
Project Information
Narne: Mendik Residence
Location: Vail Mountain Lodse
rruJEct l\o: ,*r, , r, ^-
Issue Date:
Available Through
Supplier: Artistic Tile Altemate Bid: European Design
Address: 150 East 58th Street 143 S. Cedros Ave.
New Yorh NY 10155 Solana Beach, CA 92075
Contacc Suzie Banks
Phone:
Fax
Specification
Location:
Material:
Manufachrrer:
Product Number:
Name/Color
Finish
Dirnensions:
Edge Detail:
Grout:
Comments:
128 Bath #4- Vanitv
Artistic Tile
Epstone Riverstone (mixed color pebbles with taupe resin)
none
Backsplash to *ut"n
Finish all exposed edges.
All stone is a natural product, therefore subject to variation in color, shading and veining.
All stone is to be sealed per manufacturer requirements.
Picture is representational
Color mav varv
E.PLANNING.INTERIORS
fiZ E H R E_N ,rro,*r_oruYAlf,,e7o)e4e-,080
-
AND ASSOCIATES vair@zehren:om'
Zehren & Associates Specification Sheet CNT.4
Proiect Information
Name: Mendik Residence
location: Vail Mountain Lodge
ProjectNo: 031557.00
lssue Date:
Available Through
Mr B Countertops
527 Ekn Drive
Leadville CO 8M6l
T](. D
719486-2839
Supplier:
Address:
Contact:
Phone:
Fax:
Specilication
Iocation: ll8 Laundrv
Material:
Manufach.rer: Formica
Product Number:
Name/Color 932 Antique White
Finish
Dimensions:
Edse Detail:
Grout:
Comments: Preformed with front edge and backsplash
Picture is representational
Color may vary
ARCHITECTURE . P L AN N I N G
SANTA BARBARA
(E0s)963-6890 FAX (80s)963-8102
santabarbara@zehren,com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.comzr"5s,&,1,!:
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ARCHITECTURE
SANTA BARBARA
(805)963€890 FAX (8O5)963-81 02
santabarbara@zehren.com
Z,ehren & Associates Specification Sheet CNT-5
Proiect Information
Name: Mendik Residence
Location: V"tt 1t1*-"tr L"dg"
ProjectNo: 031557.00
Issue Date: 2/16/2004
Available Through
Supplier: ALS
Address: t50 E"rt 58th Sh*q rth fl"*
New York New York 10155
Contact: Shalev Levi
Phone: ,1?-rr5rr50 (""1D
Fax:
Specification
Location: 210 Master Bath Hers- Countertops and Tub deck
Material:
Manufacturer:
Product Number,
Name/Color
Finish Polished
Dimensions: I 1/4" slabs
Edge Detail: Sq"-. "dg"J lrr" ,ht"k
Grout: match
Comments: Fintrh "tt *p"*d .dg.t
All stone is a natural product, therefore subject to variation in color, shading and veining.
All stone is to be sealed per manufacturer requirements.
Refer to Detail Manual for tile oattem.
Pichue is representational
Color may vary
E.PLANNING.INTERIORS
j'jlz E H R E N ,"ro,nor-orrY*L,s7o)e4e-1o80
-
AND ASSOCIATES vair@zehren;om
Zehren & Associates Specification Sheet CNT.6
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 031557.00
Issue Date: 2ll6l2m4
Available Through
Supplier: ALS
Address: 150 East 58th Street, 9th floor
New Yorh New York 10155
Contact: Shalev kvi
Phone: 917-295-2950(cell)
Fax: 212-644-5920(otrrce'l
Specilication
Location:
Material:
Manufacturer:
Product Number:
Name/Color
Finish
Dimensions:
Edge Detail:
Grout:
Comments:
204 Master Bath His
Granite-slab
Costa Esmeral&- green with white veining
Polished
cnrrarp crloc- | l/?'r fhir.lr
Finish all exposed edges.
All stone is a natural produc! therefore subject to variation in color, shading and veining.
All stone is to be sealed per manufactuer requirernents.
Use as countertop and backsplash
Picture is representational
Color may vary
ARCHITECTURE . PLAN N I N G
.*,iSJ:ThP,iEF.T*1,,, ?iIZE HREN
santabarbara@zihren.com
-
AN D ASSOCIATES
INTERIORS
VAIL
(970)949-02s7 FpJ( (970)949J OEo
vail@zehren.com
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ARCHITECTURE . PLA N N I N G
SANTA BARBARA
(805)963-6890 FAX (805)963-8102
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 O80
vail@zehren.com
Zehren & Associates Specification Sheet CNT. 7
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date:
Available Through
Supplier: ALS
Address: 150 B"rt 5Sth Str .t, 9th I1"*
New York, New York 10155
Contact: Shalev Levi
Phone: 917-295-2950 (cell)
Fax: 212-644-5920(ofhcel
Specification
Location: 128 Bath ll4- Tub Deck and Shower seat
Material:
Manufacturer:
Product Number:
Name/Color Emoarador Dark
Finish Polished
Dimensions: slab
Edse Deail:
Grout
Comments: Ft.,trh
"tt "-p"r"d "dg*All stone is a natural product, therefore subject to variation in color, shading and veining.
All stone is to be sealed per manufacturer requtements.
Picture is representational
Color may vary
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SANTABARBARA
(8Os)963S890 FAX (805)96181 02
sa ntabaf bara@zehren.com
7-chren & Associates Specification Sheet FP.1
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Date: 3/2112004
Arailable Through
Supplier:
Address:
Contact:
Phone:
Fax:
Hearth Exchange
23698 N. Highway 24
Mintun CO 81645
Corv
970-827-9623
970-827-9222
Speci{ication
Location: I 24 Family Roorq I 19 Dining Room
Manufacturer: Heatilator
Product: Wood Burning Fireplace with Gas log set
Product Nurnber: Ilfi)H
Description:
Dimension: OA: 60-5/8" W x29-l/2" D x70-112" H
Color/Finish:
Gas Log set
Accessories: Flu" S"ntio.l
Comrnents:
Electonic Ignition
A RCHITECTURE . P L A N N I N G. I N T E R I O R S-2ZEHREN
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AN D A s s o c r n r i i (e70)e4e*'23-5#:(e7!)e4e-1o8o
Zrchren & Associates Specification Sheet FP.3
Proiect Information
Name: Mendik Residence
Location: Vail Mounain Lodee
ProjectNo: 20031557.00
Issue Date: 3/2112004
Availablqtbrqugh
Supplier:
Address:
Contact:
Phone:
Fax:
Hearth Exchange
23698 N. Highway 24
Minturn" CO 81645
Corv
97U827-9623
970-827-9222
Specification
Location: 201 Master Bedroom
Manufacturer: Majestic
Product:
ProductNtrmber: DVBR42
Description: 42" Direct Ven! Rear Vent
Dimension: 46Wx20"Dx36"H
Colorffinish: Black
Gas Log set: standard
Accessories: C"ramic Panel Lir,"r,
Comments: Supplier to veri$ that all necessary parts for installation are ordered
Standing pilot
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ARCHITECTURE . PLAN N T NG
SANTA BARBARA
(80s)963€890 FAX (805)963-81 02
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-02s7 FAX (97O)94+1O8O
vail@zehren.com
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(8Os)S63€890 FAX (8O5)953-8 1 02
santabarba.a@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 O8O
vail@zehren.com
Zehren & Associates Specification Sheet FP.3
Proiect Information
Narne: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Date: 312112004
Available Throueh
Supplier:
Address:
Contact:
Phone:
Fax:
Hearth Exchanee
23698 N. Highway 24
Minturn, co 81645
Corv
970-827-9623
970-827-9222
Specification
Location: 126 Bedroom#4
Manufacfurer:
Product: DVBR Series Direct Vent Gas Fireplace
ProductNurrber: DVBR42
Description: 42" Direct Vent- Rear Vent
Dimension: 40Wx20"Dx36"H
ColorlFinish: Btack
Gas Log set:
Accessories: Cou-i" P-"1 Lirr",
Conrnents: S"pDtt* 1" ".Electonic Ignition
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ARCHITECTUREI
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SANTABARBARA
(805)9634890 FAX (8Os)963.8102
santabarba€@zehren-com
Zehren & Associates Specification Sheet F'LR.1
Project Information
Name: Mendik Residence
Ilcation: Vail Mountain lodee
ProjectNo: 20031557.00
Issue Date: 312512004
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Paris Ceramics
150 East 58th Street, 7th Floor
New York, NY 10155
Walter Avala
(2r2) 644-2782
(2r2\ U4-278s
Specification
l,ocation:
Material:
Manufacturer:
Product Nuniber:
Name/Color:
Finish:
Dimersion:
Comments:
100 Entry, l0l Gallery, 108 Powder Roorq I 15 Kitchen, 116 Breakfast Nook,
I I 8 Larmdry/panty , 106 Linen Closet, 102 Guest Closet, 107 Coat Closet, Under stair Closet
a "t ," -"t--"" a "- t
Paris Ceramics
Thar stone: Indian sarstone- use all dark stones
I u ,|' z, .\ J'.t uxttrll€)!
Finish all exposed edges.
All stone is a natural product, therefore subject to variation in color, shading and veining.
All stone to be sealed per manufacturer requirements.
Refer to Floor Finish Plans for tile pattern.
E.PLANNING.INTERIORS
=2ZEHREN
--
AN D AS S O C r-nr r i (e70)e4s-02gFAx(e70)e4s-1080
Zehren & Associates Specification Sheet FLR.2
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Date: 211612004
Available Through
Supplier: Palo Duro Hardwoo&, lnc.
Address: 12655 E 42nd Ave. Suite 60
Denver, Colorado 80239
Contact:
Phone: 800-783-3309
Fax:
SpeciEc4tion
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimension:
Comments:
124 Family Roon! 123 Game Rooq I 19 Dining Roorn, 120 Bar, I 17 Broom Closet
Wood
Palo Duro Hardwoods. Inc
Spanish Peaks Walnut
6-7" wide planks
Finish all exposed edges.
A RCHITECTURE . P L A N N I N G
SANTABARBARA
(805)963-6890 FAX (805)963-8 102
santabarbara@zehren com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)963-6890 FAX (805)963-8102
santaba|bara@zehrea.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
Zehren & Associates Specification Sheet FLR.3
Proiect lnformation
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Throush
Supplier: Judv Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Fax: 303-722-78'19
Specification
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimension:
Corunents:
103 Bedroom #1, 109 Bedroom #2, 112 Bedroom #3, 126 Bedroom #4, 104 Closet #1,
I 10 Closet #2, 113 Closet #3, 127 Closet *14
Carpet
Finish all exposed edges.
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Zehren & Associates Specification Sheet FLR-4
Project lnformation
Name: Mendik Residence
Location: Vail Mountain Lodse
Project No:
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Artistic Tile Alternate Rid' F.rrrnnean llacicn
150 East 58th SEeet 143 S. Cedros Ave.
NewYorhNY 10155 SolanaBeach, CA92075
Suzie Banksffi
858-792-1543
2t2-838-3222
Specification
Location: 105 Bath #1
Material: Riverstone set in Resin
Manufacturer:
Product Number,
Name/Color: Cobalt ftlue)
Finish:
Dimension:
Cornments: Finish all exposed edges.
All stone to be sealed per manufacturer requirements.
ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(805)963€890 FAX (805)963-8102
sanlabarba€@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren_com
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)9636890 FAX (805)963-8102
santabalbala@zehren_com
INTERIORS
VAIL
(970)949-02s7 FAX (970)949-1 080
vail@zehreo.com
Zehren & Associates Specification Sheet FLR.5
Proiect Information
Name: Mendik Residence
Location: V"tt M"*rtatn L"dgt
ProjectNo: 20031557.00
lssue Lrate: ta/uul
Available Througb
Supplier: Artistic Tile Altemate Bid: European Design
Address: 150 East 58th Sneet 143 S. Cedros Ave.
New York, NY 10155 Solana Beacb CA 92075
Contact: Suzie Banks
Phone:
Fax: 85L7gLl5y'l3
Specification
Location: I 14 Bath #3
Material:
Manutacrurer: ^mtt,al tl"
rroouct NumDen x-:vr<lJcr,au
Name/Lotor: *r* ( *"a" I
Finish:
Dimension:
Comments: Ftnlrh "tk-p"*d "dg*All stone is a natural product, therefore subject to variation in color, shading and veining.
All stone to be sealed per manufachrrer requirements.
L2(*5#,S[,]:
Zehren & Associates Specification Sheet FLR-6
lrgjegt Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 20031557.00
Issue Date:
Available Through
Supplier: Artistic Tile Alternate Bid: European Design
Address: 150 East 58th Street 143 S. Cedros Ave.
New York, NY 10155 Solana Beach, CA 92075
Contact Suzie Banks
Phone: 212-838-3222 858-792-1542
Fax: 858-792-1543
Specification
Location: 11 1 Bath #2
Material:
Manufacturer: Artistic Tile
ProductNumber: _
Name/Color: Bianco Carra (yellow)
Finish:
Dimension:
Comments:
All stone is a natwal product, therefore subject to variation in color, shading and veining.
All stone to be sealed per manufacturer requrements.
ARCHITECTURE
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SANTA BARBARA
i80s)963-6890 FAX (805)963-8102
sanlabarbara@zehren.com
E.PLANNING.INTERIORSJ.JIZEHREN
--
AN D ASSoC rerri (e7o)s4e-0257zFAx(e7o)e4e-1080
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I ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)9635890 FAX (8Os)963-8102
sanlabarbara@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zeh.en.comI
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Zehren & Associates Specification Sheet FLR.7
Proiect Information
Narne: Mendik Residence
Location: Vail Mountain Indge
ProjectNo: 20031557.00
Issue Date:
Available Throush
Supplier: Artistic Tile Altemate Bid: European Design
Address: 150 East 58th Street 143 S. Cedros Ave.
New York, NY 10155 Solana Beach, CA 92075
Contact: Suzie Banks
Phone: 212-838-3222 858-792-1542
Fax: 858-792-1543
Specification
Location: 128 Bath *i4
Material:
Manufacturer: Anistic Tile
ProductNumber: RSCLAXXMIT
Name/Color: Epstone Riverstone (mixed color pebbles with taupe resin)
Finish:
Dimension:
Comments: Ftrt.h "tt "rp.*d "dg*All stone is a natural product, therefore subject to variation in color, shading and veining-
All stone to be seal€d per rnanufactuer requLements.
Zf"oEoSrS,E^'f!
Z,ehren & Associates Specification Sheet FLR.8
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date:
Available Through
Judv Robins Interiors
2165 East Alanrcda Avenue
Denver, Colorado 80209
Judv Robins
303-777-8485
303-722-7879
Supplier:
Address:
Contact:
Phone:
Fax:
$pecification
Location: l2l Livine Room
Material: Carpet
Manufactuer:
Product Number:
Name/Color:
Finish:
Dimension:
Comments: Finish all exposed edges.
A RCHITECTURE . PL AN N I N G
SANTA BARBARA
(805)963-6890 FAX (805)963€'1 02
sa nlaba.bara@zeh ren. com
INTERIORS
VAIL
(970)94902s7 FAX (970)949-1O80
vai@zeh ren. cornzr-5s,&,i,!!
Zehren & Associates Specification Sheet FLR-9
Proiect Information
Name: Mendik Residence
Location: V"tt Nrl.r"t"t L"dg"
ProjectNo: 20031557.00
rssue uate: " *t rn
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Specification
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimension:
Comments:
122 Balcony, 202 Balcony
Ceramic Tile to match existine
Finish all exposed edges.
Refer to Floor Finish Plans for tile pattem.
ARCHITECTURE . PLAN N I N G
SANTA BARBARA
{805)963€890 FAX (805)963-8102
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren-comar"s#,&,[,!:
7*hren & Associates Specification Sheet FLR.IO
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodse
ProjectNo: 20031557.00
Issue Date: 1122/2004
Available Through
Supplier: Judy Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location:
Material:
Manufacfurer:
Product Nurnber:
Narre/Color:
Finish:
Dimension:
Comments:
125 Stairs, 20O Corridor, 201 Master Bedroonr, 203 llall, 206 Master Closet His.
208 Linen, 209 Master Closet Hers, 214 Offrce, 215 Closet
Carpet
Finish all exposed edges.
ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(805)963-6890 FAX (805)963-81 02
santabarbara@zehren.com
INTERTORS
VAIL
(970)949-02s7 FAX (970)949-1080
vail@zeh.en.com
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ARCHITECTURE
SANTA BARBARA
(80s)963€890 FAX (805)9618 1 02
santabarbara@zehren.com
Zehren & Associates Specification Sheet FLR-I1
Proiect Information
Name: Mendik Residence
Location: !'.tl 'V"*"tr L"dg"
Prniect Nn' ?On? I 5 57 OO
Issue Date:
Available Through
Supplier: ALS
Address: 150 East 58th Street, 9th floor
New York, New York 10155
Contact:
Phone: 91?495t950 (*ll)
Fax:
Speci{cation
Location: 210 Master Bath Hers all floors including shower
Material: Granite
ManulacR[er:
Product Number:
Name/Color:
Finish: Polished
f)imensinn' l-l14" Slehc
Comments:
All stone is a natural product, therefore subject to vanation in color, shading, and veining.
All stone to be sealed per rnanufacturer requirements.
Refer to Floor Finish Plans for tile pattem.
E.PLANNING.INTERIORS
J-ZEHREN
--
AN D AS S O C rnr i i (e70)s4e-0257FAx(e7!)e4s-1080
T*hren & Associates Specification Sheet FLR.12
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: 318/2W4
Available Througb
Supplier: Artistic Tile
Address: 150 East 58th Street
New Yorlq l.IY 10155
Contact:
Phone:
Fax:
Specilication
Location: 213 Offrce Bath (Floor and Wainscot)
Material 12x12 sheets of Botticino marble tiles with l.Scm holes
Manufacturer: Artistic Tile
Product Nurnber: MEBWBT ( l2X 12 Botticino)1.5cm Dots:
Ltgreen: MEVLPSJI
Dk. Green: MEVRPSJI
Red: MEROPSJI
Yellow MEDOPSJI
Black MENMPSJI
Nanr/Color: Botticinomosaicweave
Finish: polished
Dinpnsion: 12x12 sheets
Comrnents: Finish all exposed edges. Blue: l2xl2 lryerial lnca cut to 1.5 cm dots
All stone is a natural product therefore subject to variation in color, sbading, and veining.
All stone to be sealed per rnnufacturer requirerrents.
Refer to Floor Finish Plans for tile oattern-
ARCIIITECTURE . PLAN N I N G. I
SANTA BARBARA
(805)963S890 FAX (8O5)s63-81 02
santabarbat@zehren.com
NTERIORS
VAIL
(970)94+0257 FAX (970)9491O80
vail@zehrgn.com
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A RCHITECTURE
SANTA BARBARA
(805)963€890 FAx (EOs)963-81 02
sarf abarbara@zehrcn.com
Zehren & Associates Specification Sheet F'LR-I3
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Aveilable Throush
Supplier: AI,S
Address: 150 East 58th Street,9th floor
New York New York 10155
Contact:
Phone: 917-295-2950(cell)
Fax: 212-644-5920bffice)
Specification
Location: 204 Master Bath His
Materiat
Manufacturer:
Product Nurrber,
Narne/Color:
Finish: Polished
Dimension: 3/8" l2xl2 tiles
Comnrcnts: Fl"i-h
"tl "-p"*d .dg*
Alt stone is a nahral product, therefore subject to variation in color, shading, and veining.
All stone to be sealed per rnanufacturer requirements.
Refer to Floor Finish Plans for tile pattern.
E.PLANNING.INTERIORS
i-Z E H R E-N ,r,0,*n-oruY$!te7o)e4s-1oEo*- AND ASSOCIATES vair@zehren.com
7*hren & Associates Specification Sheet FLR.14
Elqiect Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Date: ll22l2$04
Available Through
Supplier: Iudy Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact Judy Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimension:
Comments:
126 Bedroom fl4, 127 Closet #4
Carpet
Finish all exposed edges.
ARCHITECTURE
SANTA BARBARA
(805)963-6890 FAX (80s)963-81 02
santabarbara@zehren.com
E.PLANNING.INTERIORS
-.,iIZ E H R E N
--
AN D A S S o C rar L i (e7o)s4$vo257FAx(e7!)e4e-1080
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A RCIIITECTURE . P L A N N I N G
SANTA BARBARA
(805)963-6890 FAX (80s)963-81 02
santaba.bara@zehren-com
INTERIORS
VAIL
(97 O)949-O2s7 FAX (970)949-1080
vail@zehren.com
Zehren & Associates Specification Sheet FLR-15
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProiectNo: 20031557.00
Issue Date: Al6/2W4
Available Throuqh
Supplier: ALS
Address: 150 E"*t 58th Stt".t, ,ttr ft"".
New Yorh New York 10155
Contact: Shalev [,evi
Phone: 917-295-2950 (cell)
Fax: 212-644-5920 (office\
Specilication
Location:
Material:
Manufachrrer:
Product Number:
Name/Color:
Finish:
Dimension:
Comments:
126 Bath li4- Shower Floor
E*"-"d"t D*k
polished
a"""" "" "^P"""" ""8All stone is a natural product, therefore subject to variation in color, shading, and veining.
All stone to be sealed per manufachrer requirements.
Refer to Floor Finish Plans for tile pattern.
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ARCHITECTURE . P LA N N I N G
SANTA BARBARA
(805)9636890 FAX (8Os)963-81 02
sanlabarbara@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
Zehren & Associates Specification Sheet HDW-1
Proiect Information
Name: Mendik Residence
Location: Vuil Mo*tuio lrdg.
hoject No: 2003155?.00
Issue Date: Yl8/2004
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Ulfa Hardware LLC
1025 Zuni Sfreet
Denver. CO 80204
Stan Kaatz
303-571-561 1
303-57t-t227
Specilication
Location:
Material:
Manufacfurer:
Product Number:
Name/Color:
Finish:
Dimensions
Comments:
I l0 Closet #2 (J), 117 Laundry/Pant-y (R), 127 Closet ll4 (W), 208 Linen (HH),
207 Linen (FF), 212 Linen (LL),203 Hall (CC),210 Master Batb Hers (401),216 Storage (402),
202 Balcony (406, 407), 1 l7 Broom Closet (T), 214 Oflice Balcony (405), 217 Storage (400)
Dnnr Hardware
OMNIA
9I5PA
L"r* L"t"h S"tr - P"r."*
T IS I 5 Rnrched NinLel
5''W x 2-1l4,'f) ?-,1/4', Rackset
Att
All materials must be contract quality.
Supplier to veri8 that all necessary parts are ordered.
zkoEoS,&l,f:
Zehren & Associates Specification Sheet I{DW-2
Proiect Information
Name: Mendik Residence
Locanon: \htt ,\I"*"t" i^"jg.
ProiectNo: 20031557.00
Issue Date: V2U2OO4
Available Through
Supplier: Ultra Hardware LLC
Address: 1025 Zrmi Street
Denver, CO 80204
Contacl Stan Kaatz
Phone: 303-571-5611
Fax:303-571-1227
Specilication
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimensions
Cornments:
103 Bedroom #l (B), 105 Bath #l@), 108 Powder Room (G), 109 Bedroom #2 (H),
111 Bath #2 (K), 112 Bedroom #3 (L), 114 Bath #3 (N), 126 Bedroom#4 (9, 128 Bath lt4 (X),
128 Toilet (Y), 20 I Master Bedroom (MM, GG), 210 Master Bath Hers (KK),
213 Oflice Bath (BB), 206 Master Closet- His (DD)
Door Hardware
qt spR
Lever Latch Sets - Privacy
US15 Brushed Nickel
5"W x 2-l/4"D,2-3/4 Backset
All rnaterials must be contact quality.
Supplier to veri& that all necessary parts are ordered.
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(805)963-6890 FAX (8Os)963-8 1 02
santabarbara@zehren.com
E.PLANNING.INTERIORS
.72 E H R E N ,n,o,no,-oruYA!\e7o)e4e_1oso
--
AND ASSOCIATES vair@zehreo.corn
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)9634890 FAX (80s)963-81 02
santabarba{a@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 08O
vail@zehren.com
Zehren & Associates Specification Sheet HDW-3
Proiect [nformation
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Date:
Available Throuqh
Supplier:
Address:
Contact:
Phone:
Fax:
Ulta Hardware LLC
1025 Zuni Street
Denver, CO 80204
Stan Kaatz
303-571-5611
303-571-1227
Specification
Location:
Material:
Manufachuer:
Product Nurnber:
Name/Color:
Finish:
Dimensions
Comments:
102 Guest closet (A), 106 Linen closet (E), 125 Under stair closet (U),
215 Closet (NN). 217 Storage (400)
D*tH*d**.
OMNIA
Lever Latch Sets - Dummy
US15 Brushed Nickel
5"W x 2-1l4"D, mount location same as 2-314 backset
All materials must be contact quality.
Supplier to veri& that all necessary parts are ordered.
L7f^oEo!,&,1,1:
Ze}aren & Associates Specification Sheet HDW-5
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 20031557.00
Issue Date: 1/2212001
Available Throuqh
Supplier:
Address:
Contact:
Phone:
Fax:
I lltre Hardrvare I I C
| 0) 5 Trni Street
T)enver CO RO704
Stan Kaatz
1n1-5 ? I -s.fl I
303-571-1227
Specification
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimensions
Comments:
104 Closet #l (C), I l3 Closet #3 (M), 214 Office (AA), 115 Kitchen (Q), 107 Coat Closet (F)
a ar,""aa -*r, , r"r "*aVnn Morris
82120 /rectangular plate w/ER button, use with 82191 privacy set
Bryn Mawr trim
I lS I 5 Rnrshe,.l Ni.kel
2.50"Wx.215"Dx7.25"H
All materials must be contract quality.
Supplier to verify that all necessary parts are ordered.
A RCHITECTURE . P L A N N I N C. T N T E R I O R S
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(805)963-6890 FAX (805)963-8 1 02
sa ntabarbara@zehren.corn
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
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ARCHITECTURE . PLA N N I N G
SANTA BARBARA
(805)963S890 FAX (805)963-8102
santabarbara@zehaen.com
INTERTORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
Zehren & Associates Specification Sheet HDW-6
Project Information
Name: Mendk Residence
Location: Vail Mountain Lodee
Project No:
Issue Date:
Available Throush
Supplier:
Address:
Contact:
Phone:
Fax:
Ulfra Hardware LLC
1025 Zuni Steet
Denver. CO 80204
Stan Kaatz
303-571-561I
303-571-122'7
Specification
Location:
Material:
Manufactuler:
Product Number:
Name/Color:
Finish:
Dimensions
Comrnents:
204 Master Bath LIis (EE), 209 Master Closet Hers (JJ)
Pocket Door Hardware (Double Doors)
Von Morris
82120 Rectangular Plate with ER button,
Use with: Active Door - 82191 Brvn Mawr Privacv Set
Inactive Door - 82195 Brvn Mawr Full Dummv Set
US15 Brushed Nickel
2.50"Wx.215"Dx7.25"H
All materials and constuction must conrply with applicable fire and life safety codes.
All materials rnust be contract quality.
Supplier to veri8r that all necessary parts are ordered.
L2r,5S,S,i,l:
Z,ehren & Associates Specification Sheet HDW.7
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodse
ProiectNo: 20031557.00-
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Ultra Hardware LLC
1025 Zuni Street
Denver. CO 80204
Stan Kaatz
303-571-5611
303-571-t227
Specification
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimensions
Cornlrlents:
Level 207 Corridor (402),126 Bedroom /14 Balcony (305), 214 Office Balcony (405)
I l6 Breakfast Nook (301), 210 Master Bath- Hers (401), 216 Storage (402), 217 Storage (400)
DO8O6 LA
Auxiliarv dead bolt kit
USl5 Brushed Nickel
2-ll2" Dia, 3/4" Exterior Projection, l-l/8" Interior Turnpiece Projection
All materials must be confract quality.
Supplier to veri& tbat all necessary parts are ordered.
Keyed to Match entry
Verify existing backset
l0;
ARCHITfCTURE . PLAN NIN G. I
SANTA BARBARA
(805)963-6890 FAX (80s)963-8102
santabarbara@zehren.com
NTERIORS
VAIL
(970)949-02s7 FAX (970)949-1 08O
vail@zehren.com
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ARCHITECTURE
SANTA BARBARA
(805)963-6890 FAX (805)963-81 02
saotabarba,a@zef ven,com
Zehren & Associates Specification Sheet HDW-8
Proiect Information
Name: Mendik Residence
Location: Vail Momtain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Ultra Hardware LLC
1025 Zuni Street
Denver. CO 80204
Stan Kaatz
303-571-561I
303-571-t227
Specilication
Location: I 15 Kitchen (P), 1 16 Breakfast Nook (S)
Material:
Manufacturer: Von Morris
ProductNumber: 84115
Name/Color:
Finish: US15 Brushed Nickel
Dirnensions 2.50" W x.1875" D x 8.00" H
Comments: Att t*t.tt"tr an
All rnaterials nmst be contract qualibr.
Supplier to veri& that all necessary parts are ordered.
E.PLANNING.INTERIORS
j-lz E H R E_N ,nro,non-oruYA'*te7o)e4e-1080
-
AND ASSOCIATES vair@zeh.en.com'
Zehren & Associates Specification Sheet HDW.9
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: 112212004
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
ljlna Hardware LLC
1025 Zuni Street
Denver, CO 80204
Stan KaaE
303-571-561l
303-571-1227
ipecification
lncation: TBD
Material: Door Stoo
Manufacturer: Deltana
ProductNumber: BDS30lUSl5
Name/Color: Baseboard Door Bumper, Solid Brass
Finish: Brushed Nickel
Dimensions 3"L
Comments:
All materials must be contract quality.
Supplier to veri& that all necessary parts are ordered.
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A RCHITECTURE . P L A N N I N G
SANTA BARBARA
(805)963€890 FAX (805)963-8102
santabarbara@zehaen.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-'l 080
vail@zehren.com
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ARCIIITECTURE . PLA N N I N G
SANTA BARBARA
(805)963-6890 FAX (805)963-8102
sanlabarbara@zehren.com
INTERIORS
VAIL
(970)949-02s7 FAX (970)949-1 O80
vail@zehaen.com
Tnhren & Associates Specification Sheet HDW-I0
Proiect Information
Name: Mendik Residence
Iocation: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Throueh
Supplier:
Address:
Contact:
Phone:
Fax:
tlltra Hardware LLC
1025 Zuni Street
Denver, CO 80204
Stan Kaatz
303-571-5611
303-57t-t227
Specilication
Location: TBD
Material:
Manufacturer: Deltana
ProductNumber: HP70U15
Name/Color:
Finish: Brushed Nickel
Dimensions 2-1/2" x l-15116"
Comments:
All materials must be contract quality.
Supplier to veri& that all necessary parts are ordered.
Lzr"oE ,.T,&,F,f:
Zehren & Associates Specification Sheet HDW-I1
Proiect lnformation
Name: Mendik Residence
Location: Vai[ Mountain Lodge
ProiectNo: 20031557.00
Issue Date: lnA2O04
Available Throush
Supplier:
Address:
Crntact:
Phone:
Fax:
Ultra Hardware LLC
1025 Zuni Street
Denver, CO 80204
Stan KaaE
303-571-5611
303-571-t227
Specification
Location:
Material:
Manufacturer:
Product Number:
Name/Color:
Finish:
Dimensions
Comments:
TBD
Door Stop
Delana
DSLP3I6UI5
Donre Stop - Low Profile
Brushed Nickel
1-314" Base Dia, I' Total Height 3/16" Base Height
All rnaterials and construction must comply with applicable fire and life safeg codes.
All materials rnut be concact quality.
Supplier to veriff that all necessary parts are ordered.
ARCHITECTURE . PLAN N I N G. IN TE R IO RS
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SANTA BARBARA
(8O5)963-6890 FAX (8os)963-8102
santaba rbara@zeh ren. com
VAIL
(970)949-O2s7 FAX (970)949-1 080
vail@zehren.com
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ARCHITECTURE . PLAN N I N G . I NT E RI O R S
SANTA BARBARA
(8Os)963-6890 FAX (8Os)963-8 r02
santabarbara@zehren.com
Zehren & Associates Specification Sheet HDW -12
Proiect Information
Name: Mendik Residence
Location: Vai[ Mountain Lodee
ProiectNo: 20031557.00
Issue Date: 2ll6/20k
Available Throush
Supplier:
Address:
Contact:
Phone:
Fax:
Ulna Hardware LLC
1025 Zuni Street
Denver, CO 80204
Stan Kaatz
303-571-561l
303-57t-1227
Specification
Location:
Material:
Manufacturer:
Product Number:
NameiColor:
Finish:
Dimensions
Comments:
100 Entrv
Valli Valli
K3701 with Lever H38, Emergency egress function
Fustial. Boheme
Brushed Nickel
52mmW x 397mm H and 52mm W x 227mm H
Use 2-314" Backset
All materials and construction must comply with applicable fire and life safety codes.
All materials must be conract quality.
Supplier to verifu that all necessary parts are ordered.
'[ ;r:-1..lir :[].: l'. l' j-i' ' 'rll:i.i..:...i il
7=z E H R E N ,rro,ron_oruY*L,e7o)e4e_1080
-
AND ASSOCIATES vair@zehren-com-
Zehren & Associates Specification Sheet HDW -13
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 20031557.00
Issue Date: 311212004
Available Throush
Supplier:
Address:
Contact:
Phone:
Fax:
llltra Hardware LLC
1025 Zuni Street
Denver. CO 80204
Stan Kaatz
303-571-5611
303-571-1227
Specification
Location: All Bath cabinets
Material:
Manufacturer: OMNIA
Product Number: 9464-76-32D
Name/Color:
Finish: Br,oh"d rtaiol"sr rt"
Dimensions 3" long
Comments: M"""t H-t".tt",tly "" D*.
All materials must be contract quality.
Supplier to veri& that all necessary parts are ordered.
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A RCHITECTURE . PLAN N I N G
.,.,:#J:T*",$L"$S1,,, -72 E H R E N
santabarbara@zehren.com
--
AN D ASSOCIATES
INT[,RIORS
VAIL
(970)949-0257 FAX (970)949-1 08O
vail@zehren.com
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(805)963€890 FAX (8Os)963-8 102
santabarbara@zehren.corn
INTERIORS
VAIL
(970)949-0257 FAX (97O)949-1 08O
vail@zehren.com
7*hren & Associates Specification Sheet LTG. 1
Project Information
Name: Mendik Residence
Location: V.tt M"*t ir trdg.
ProjectNo: 20031557.00
Issue Date: 3IA2OO4
Available Throush
Supplier: Judy Robins lnteriors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location: 105 Bath#l, lll Bath#2, ll4 Bath#3
Item Description: Light Bar
Manufachuer: III*i*
ProductNumber, ffi-
Dimensions: 36" Wx l-1/4" H x 4-114" D
Color/Finish:
Chain Lensth: NA
Shade: NA
Sbade Finish:
hstall Mount directly on mirror, do not use circle back plate
Comments: Supplier to veri& that all necessary parts for installation are ordered
UL Listed
zr"5J,s,i,f:
Z-chren & Associates Specification Sheet LTG.2
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date: ll22l2001
Available Througb
Supplier:
Address:
Contact:
Phone:
Fax:
Judv Robins Interiors
2165 East Alameda Avenue
Denver, Colorado 80209
Judv Robins
303-777-8485
303-722-7879
Specification
Location: 128 Bath il4
Item Description,
Manufacturer: IlluminatingExperiences
ProductNumber: H1472
Dimensions: 72" W x 1-114" Hx4-l/4" D
ColorlFinish: Polished Chrome
Chain Length: NA
Shade: NA
Shade Finish: NA
Insall: Mount directly on mirror, do not use circle back plate
Comments: Supplier to veriry that all necessary parts for installation are ordered
UL Listed
ARCHITECTURE . PLANNI N G. INTERI ORS
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SANTA BARBARA
(80s)963€890 FAX (80s)963-8102
santabarbara@zehren.com
VAIL
(970)949-02s7 FAX (970)949-1 080
vail@zehren.com I
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ARCHITECTURE
SANTA BARBARA
(805)963€890 FAX (805)963-8102
santabarbara@zehren.com
Z*hren & Associates Specilication Sheet LTG.3
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
PrqiectNo: 20031557.00
Issue Date: U2A2N4
Available Through
Supplier: Judy Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location: 204 His Master Bath
Ifem T)es..rintion' T ioht Rar
Manufach,rer: Illuminating Experiences
ProductNumber: H1460
Dimensions: 48" Wx 1-l/4'Hx4-V4" D
ColorlFinish: P"tith"d Cbt -"
Chain Lensth:
Shade: NA
Shade Finish:
Install:
Comments: Supplier to verify tlat all necessary parts for installation are ordered
UL Listed
E.PLANNING.INTERIORS
Z-lZ E H R E N ,nro,nor-orrYA'"te7o)e4e-1080
--
AND ASSOCIATES vair@zehren,com'
T,ehren & Associates Specification Sheet LTG-4
Project Information
Name: Mendik Residence
Location: Vail Mounein Lodge
ProjectNo: 20031557.00
Issue Date: 1n212004
Available Through
Supplier: Judy Robins Interiors
Ad&ess: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judy Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location: 213 OIfice Bath
Item Description: Light Bar
Manufacturer: Illuminating Experiences
Product Number: H1430
Dimersions: 30" Wx l-l/4" H x4-l/4" D
Color/Finish: Polished Clnome
Chain Length: NA
Shade: NA
Shade Finish: NA
Install: Mount directly on mirror, do not use circle back plate
Comments: Supplier to verif that all necessary parts for installation are ordered
UL Listed
A RCHITECTURE . P LAN N I N G
SANTA BARBARA
(805)9636890 FAX (805)963-8102
santabaabara@zehren com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-108O
vail@zehren.com
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ARCHITECTURE . P LAN N I N G
SANTA BARBARA
(805)963$890 FAX (8Os)963€1 02
santabarbara@zehren..!m
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
Zehren & Associates Specification Sheet LTG -5
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodee
Project No: 20031557.00
Issue Date: 2/2512004
Available Throuqh
Supplier: Judy Robirs Interiors
Address: 2 165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Specification
Location: 210 Her Master Bath
Item Descriptiont
Manufacturer: Baldinger
ProductNumber: ANNONCE SW306l4
Dimeruions: 14 112" H x9 l/2" W x 4" D
Color/Finish: S"ti" St"i"l.*
Chain Length: NA
Shade: white smooth linen
Shade Finish: NA
Install: Verifu with Interior Decorator
T .nmnino' /?) 6nu/R I n
^-Corments: Supplier to verify that all necessary parts for installation are ordered
UL Listed
L2r,5#,S,[,i:
Zehren & Associates Specification Sheet LTG-6
Project lnformation
Name: Mendik Residence
Location: Vai[ Mountain Lodse
Proiect No:
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Judv Robins Interiors
2l 65 East Alameda Avenue
Denver, Colorado 80209
Judv Robins
303-777-8485
303- 722-7879
$1gcification
Location:
Item Description:
Manufacturer:
Product Number:
Dimensions:
Color/Finish:
Chain Length:
Shade:
Shade Finish:
Install:
Lamping:
Comments:
ll9 Dinine Room
114200-0485 Odette Chandellier
32" dia., 52" long; canopy for sloped ceiling
Polished silver plate; matte silver leaf
UL Listed
ARCHITECTURE . PLAN N I NG . I
SANTA BARBARA
(805)963-6890 FAX (805)963-8102
sartaba rbara@zehren.com
NTERIORS
VAIL
(970)949-02s7 FAX (970)949-1 080
vail@zehren-com
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ARCHITECTURE . PLANNI NG. I
SANTA BARBARA
(8Os)963-6890 FAX (805)963-81 02
santabalbara@zehren.com
NTERIORS
VAIL
(97 O)949-O2s7 FAX (970)949-1080
vail@2ehren.com
Zehren & Associates Specification Sheet LTG-7
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodse
Project No: 20031557.00
Issue Date:
Available Throush
Supplier: Judy Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judy Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location' ! 23 Garns Roorn
Item Description,
Manufacturer: ObiectlnsoliteLtd.
Product Number: Lustre Siam LU-SLA-03
Dimensions:
LoloUrlnlsn: ffi
unarn Length:
Shade: Percaline Blanche
Shade Finish:
Install: "*t* "r* 4r. g"t* ,"b1.
I-amping: (4) 60w standard base
Comments: S.pptt". t
UL Listed
No Photo Available
zkss,sl,l:
Zehren & Associates Specification Sheet LTG.8
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date: 2ll6l20M
Available Through
Supplier: Judy Robins Interiors
Address: 2 165 East Alameda Avenue
Denver, Colorado 80209
a-nnre^i' Ilrdw Rnhinc
Phone: 303-777-8485
Fax: 303-722-7879
Specilication
Location: 121 Living Room
Item Descriotion,
Manufacturer: ObiectlnsoliteLtd.
Product Number: Grand Siecle 12 branch
Dimensions: 57" dia.,49 ll4" H
Color/Finish: SIE 12 0l SPE Bronze Bnrn il crlntals
Chain Length: TBD by interior designer
Shade: Percaline Blanche
Shade Finish:
Install:
Lamnins: (12) 40w candelabra base
Comments: S"pptt* t
UL Listed
G...rt 9.d. ll a.en6
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(805)9636890 FAX (805)963-81 02
santabarbara@zehren.com
fiZ E H R E_N ,rro,ror-orrYA!te7o)e4e-1080
-
AND ASSOCIATES varr@zehrencom
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SANTA BARBARA
(8O5)963-6890 FAX (805)963-81 02
santabarbaaa@zehren.com
VAIL
(97 O)949-O"57 FAX (970)949-108O
vail@zehren.com
Zehren & Associates Specification Sheet LTG-9
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: U271200q
Available Through
Supplier: Judy Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location: ll5 Kitchen
ItemDescription: Pendant(Quantity:2)
Manufacturer: Leucos
Product Number: Venus Collectins- S20
Dimensions: 8" Diameter
Color/Finish: hand blown Murano glass
Chain Lensth: Brushed Nickel wire
Shade: White Zebra
Shade Finish:
Install:
Comments: Supplier to verify that all necessary parts for installation are ordered
UL Listed
ARCHITECTURE . PLAN N I N G. I NTE RI O R S
L7T*5#,*,E^,]:
Zehren & Associates Specification Sheet LTG. 10
Proiect Information
Name: Mendik Residence
Iocation: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier: Judy Robins Interion
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location: 100 Entrv
Item Description,
Manufacturer: J. Robert Scott
Product Number: ll4l50-00546 Athena Wall Sconce (Two Arm)
Dimensiors: l4"w x 19.5" H x 7" D
Color/Tinish: Veneer: V-0700 Macassar Ebony, Finish: WFA-0250 Natural, High Polish
Chain Lensth:
Shade: Silk Poneee/ Ivorv
Shade Finish:
Install: center on wall each side of 60" consul
Lamping: (2) Candelabra base 88 40w tna*.each
Comrnents: Supplier to veri& that all necessary parts for installation are ordered
UL Listed
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ARCHITECTURE
SANTA BARBARA
(8O5)963-6890 FAX (805)963-81 02
santabarbara@zehr€n.com
PLANNING.INTERIORS I
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J-Z E H R E-N ,rro,ror-oruYAll,eTo)e4$1o'o
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AND ASSOCIATES vair@zehren.'com'
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A RCHITECTURE . PLAN N I N G
SANTA BARBARA
(805)963,6890 FAX (8Os)963-81 02
santabarbara@zehren.com
INTERIORS
VAIL
(97 0)949-0257 FAX (970)949-1080
vail@zehren com
Zehren & Associates Specification Sheet LTG. 11
Pro_iect Information
Name' Mendilr R ecidencp
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
ISSue Uate: "*t"*Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Specification
[.ocafinn' I ?5 Stairs
Item Description'
Manufacrurer: Baldin-serArchitecruralLighting
Product Number: AT2886206-5N- lG
Dimensions: 6"W x 16 3/4" H x 4" projection
Color, Finish: S*t \i.'k.t
Chain Lensth:
Shade: White smooth linen
Shade Finish:
lnsrall: \trtfy
"'tth l"".L"r D..*.t*
LOmments:
zks#,&[,]:
Zehren & Associates Specification Sheet LTG. 12
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Dare: 2/25/2004
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Judy Robins Interiors
2165 East Alameda Avenue
Denver, Colorado 80209
Iudy Robins
303-777-848s
303- 722-7879
SDecification
Location: 108 Powder Room
Item Descriotion: Ceiline mounted
Manufachrrer: Baldinger
ProductNumber: LE HAUTBOIS CC30l54l8
Dimensions: 21" dia.,8 l/2" H
ColoriFinish: satin nickel
Chain Length: NA
Shade:
Shade Finish:
Install:
Lamping: (3) 60w B l0 candelabra
Comrnents:
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ARCHITECTURE . PLAN NI N G
c*i,t$*Pn[F$*n,., 7=z E H R E N
santabarbara@zehren.com
--
AN D ASSOCIATES
INTERIORS
VAIL
(970)949-0257 FAX (970)949-108O
vail@zehfen.com
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ARCHITECTURE
SANTA BARBARA
(805)963-6890 FAX (80s)963-81 02
santabarbara@zehren.com
Zehren & Associates Specification Sheet LTG.13
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
$sue uate: u lz,l\ A
Available Throuqh
Supplier: Judy Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
a-^nlr.'t hrzlw Pnhinc
Phone: 303-777-8485
t ax:
^t5-
trtlst,
Specification
f .ncation' I O1 Rcdrnnm #l
Item Description,
Manrrfacfirrer'
Product Number:
Dimensions:
Color/Finish:
Lnarn Lenstn:
Shade:
Shade Finish:
Install:
Comments: S"pptt"t
UL Listed
E.PLANNING.INTERIORS
--,:IZEHREN
--
AN D AS s o c rir i i (e70)e4e-o?57FAx(s70)e4e-1080
Tnhren & Associates Specification Sheet LTG. 14
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodse
Project No: 20031557.00
Issue Date: ll22l20w
Available Through
Judy Robins lnteriors
2 t 65 East Alameda Avenue
Denver, Colorado 80209
Judy Robins
303-777-8485
303- 722-7879
Supplier:
Address:
Contact:
Phone:
Fax:
Specification
Location: 109 Bedroom #2
Item Description: Svring Arm (Quantity:2)
Manufach:rer:
Product Number,
Dimensions:
ColoriFinish:
Chain Leneth:
Shade:
Shade Finish:
Install:
Comments: Supplier to veri& that all necessary parts for installation are ordered
UL Listed
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ARCHITECTURE
SANTA BARBARA
(805)963-6890 FAX (805)963-81 02
santabarbara@zehren-com
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PLANNINGZ E H R E N
AND ASSOCIATES
.INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 O8O
vail@zehren-com
,l-7./
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A RCHITECTURE . P L A N N I N G. I N T E R I O R S
SANTA BARBARA
(805)963-6890 FAX (805)963-81 02
santabarbara@zehren-com
Zehren & Associates Specification Sheet LTG. 15
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Pro.iect No: 20031557.00
Issue Date:
Available Throueh
Supolier: Judv Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
Location:
Item Description:
Manufacturer:
Product Number:
Dimensions:
Color/Finish:
Chain Length:
Shade:
Shade Finish:
Install:
Comrnents:
112 Bedroom #3
S-t"g Ar- (a*"ttty2)
Sunplier to verifv that all necessarv parts for installation are ordered
UL Listed
7az E H R E N ,rro,ron-oruYA!\e70)e4e_1080e AND ASSOCIATES vair@zehren.com'
Zehren & Associates Specification Sheet LTG - 16
Proiect Information
Narne: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date: 112212004
Available Throush
Supplier: Judy Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
C.ontact: Judy Robins
Phone: 303-777-8485
Fax: 303-722-7879
Specification
location: 126 Bedroom #4
Item Description: Swing fum (Quantity:2)
Manufacturer:
Product Number:
Dimensions:
Color/Finish:
Chain T nnolh'
Shade:
Shade Finish:
Install:
Comments: Supplier to veri& that all necessary parts for irstallation are ordered
UL Listed
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ARCHITECTURE . PLAN N I N G. I NTE RI O RS I
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(805)963-6890 FAX (805)963-8 1 02
santabarbara@zehren-com
j-lz E H R E_N ,rro,ron-oruY$!L,e7o)e4s-io8o
--
AND ASSOCIATES vair@zehren;om'
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ARCHITECTURE . P LAN N I N G
SANTA BARBARA
(805)963-6890 FAX (80s)963-81 02
sanlabaftrara@zehren.Com
INTERIORS
VAIL
(97 01949-0257 FAX (970)949-1O8O
vail@zehren-com
Zehren & Associates Specification Sheet LTG - T7
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 20031557.00
Issue Date:
Available Through
Suoplier: Judv Robins Interiors
Address: 2165 East Alameda Avenue
Denver, Colorado 80209
Contact: Judv Robins
Phone: 303-777-M85
Fax: 303-722-7879
Specification
Location: 108 Powder Room
Item Description: Light Bar
Manufacturer: Baldineer
ProductNumber: TBD by Judy Robins
Dimensiors:
Color/Finish: satin nickel
Chainkngft:
Shade:
Shade Finish:
Install:
Comments: Supplier to verify that all necessary parts for installation are ordered
LIL Listed
L7(*oE ^3,*,[,]:
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ARCHITECTURE
SANTA BARBARA
(805)e63-6890 FAX (8Os)9638102
santabarbara@zehren.com
Zehren & Associates Specification Sheet PLMB. 1
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date:
Available Throush
Supplier:
Address:
Contact:
Phone:
Fax:
Ultra Hardware LLC
1025 Zuni Street
Denver, CO 80204
Stan KaaE
303-571-561I
303-57r-t227
Specification
Iocation: 108 Powder Room
Manufacturer:
Product Vanitv Countertoo and Sink Basin
ProductNumber: RAPCOFOLK
Description: Olinpia Console with Frosted glass basir! cone, glass countertop and side glass panel
Dimension: 39.38" W x23.62" D x27.75" H x .62" Thickness
Color/Finish:
Comments: Supplier to verifu that all necessary parts for installation are ordered
E.PLANNING.INTERIORSJ-ZEHREN
-
AN D AS s o c rIr i i (e70)s4e-o257FAx(s70)e4e-1o80
Zehren & Associates Specification Sheet PLMB.2
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodse
ProiectNo: 20031557.00
Issue Date:
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Ultra Hardware LLC
1025 Zuni Steet
Denver, CO 80204
Stan KaaE
303-571-561l
303-571-1227
Specification
Location:
Manufactruer:
Product:
Product Number:
Description:
Dimension:
Color/Finish:
108 Powder Room
Hastings
Wall Faucet
FAN MDGR, FAN 12SPOLTT, FAN SH
Sfera/Nostromo/Cafe Wall Mount
12" Projection
Chrome, (Lever - plain chrome)
Connnents:Supplier to veri& that all necessary parts for installation are ordered
Mount lever operation on left
ARCHITECTURE . PLAN N I N G
.*,?#IITh"#[RiM,,, TZIZE HREN'santaba.bara@zihren."om
-
AN D ASSOCIATES
INTERIORS
VAIL
(970)949-0257 FAX (97O)949-1O80
vail@zehren.com
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A RCHITECTURE . P L A N N I N G
SANTA BARBARA
(805)963-6890 FAX (80s)963-81 02
santabarbara@zehren-com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1080
vail@zehren.com
Zehren & Associates Specification Sheet PLMB - 3
Project Information
Name: Mendik Residence
Location: \'"tt ,U..-"t" L"lg.
ProjectNo: 20031557.00
lssue ljate: n"tt*
Available Throuqh
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon, CO 81620
Contact: Tom Jenkins, Amanda Bouchard
rnone: ,,*""*"r-
Fax: grLf/lrgg26
Specification
Location: 105 Bath #1, 111 Bath #2, 114 Bath #3, 210 Her Master Bath,
204 His Master Bath, 213 Offrce Bath
rvrorrula! lutcl. ^"--Product Lavatory
Product Number: K-2215 Ladena
Descriprion: U"d....*,ar -.r",.d l^"t"ty
Dimension: 21" W x 14" D
Color/Finish:
Comments: Supplier to verify that all necessary parts for installation are ordered
L7r*oE,nT,*,l,!:
Zehren & Associates Specification Sheet PLMB.4
Project Information
Name: Mendik Residence
Ilcation: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon, CO 81620
Contact Tom Jenkins, Armnda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specilication
Iocation: 105 Bath#l, 111 Balh#2, 114 Bath#3
Manufactuer: Kohler
Product: Tub
Product Nurnber: K-721 (left), K-722 (right) Memoirs
Descriotion: Memoirs5'Tub
Dinrension: 60"W x 32" Dx 17-7116" H
Colorffinish: White, accessories - brushed nickel
Comments: Supplier to veri& that all neccssary parts for installation are ordered
ARCHITECTURE . P LAN N I N G
SANTA BARBARA
(805)9636890 FAX (805)963-81 02
santaba rba,a@zeh(en.com
INTERIORS
VAIL
(e70)949-0257 FAX (970)94e-1 080
vail@zehrgn.com
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,,..9#j:T$P"itR$$1,,, 722 E H R E N
santabarbara@zehren.com
-
AN D ASSOCIATES
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
Z,ehren & Associates Specification Sheet PLMB.5
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon, CO 81620
Contact: Tom Jenkins. Amanda Bouchard
Phone:
Fax: 970-845-9926
Specification
Location: 128 Bath *4
Manufactuer: Kohler
Product:
Product Numbe. K-845-H
Description: M*rtr"5'J'B"ttWhltlp""l
Dimension: 66" Wx32" D x l8-l/4"H
ColorlFinish:
Comments: Supplier to veri& that all necessary parts for installation are ordered
Zehren & Associates Specification Sheet PLMB.6
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Project No: 20031557.00
Issue Date:
Ayailable Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avoq CO 81620
Contact: Tom Jenkins. Amanda Bouchard
Phone:
Fax: 970-845-9926
Specification
Location: 210 Her Master Bath
Manufacturer: Kohler
Product:
ProductNumber: K-865-H2 Tea-for-Two
Description: 6' Drop-in Wlirlpool Bath with Neck Jets
Dimension: '11-3/4" W x36" D x20-7/8" H
Color/Finish: White, Jet Trfun - brushed nickel, Drain - brushed nickel, accessories - brusbed nickel
Comments: Supplier to veri& that all necessary parts for installation are ordered
ARCHITECTURE . PLAN N ING. I N TE RI O RS
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SANTA BARBARA
(805)963€890 FAX {805)963-8 102
santabarbara@zehren.com Z f-5 o[ *, r^,
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ARCHITECTURE
SANTA BARBARA
(805)963{890 FAX (805)963-8102
santabarba ra@ zehren. com
Zehren & Associates Specification Sheet PLMB - 7
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
lssue DaIe: u zr tur/-
Available Through
Snnnlier Dahl nf A vnn
Address: 780 Nottingham Road
Avon, CO 81620
Contact: Tom Jenkins. Amanda Bouchard
Phone:
Fax: 970-845-9926
Specification
Location:
Manufacturer:
Product:
Product Number:
Description:
Dimension:
Color/Finish:
105 Bath #1, I I I Bath #2, I 14 Bath #3, 128 Bath tl4, 210 Her Master Batll
204 His Master Bath, 213 Offrce Batt\ 108 Powder Room
K-3466 San Raohael ColorlFinish: White
Kohler's quietest flushing toilet
?O-1/R'r W v ?R-7lR'i l-) v ??-114'r tf
Wlite. Accessories - oolished chrome
Comments:Supplier to veriff that all necessary parts for installation are ordered
E.PLANNING.INTERIORS
7-Z E H R E N ,r,o,non.oruY$!L,e7o)e4e.1o8o
-
AND ASSOCIATES va,r@zehrenrom'
Znhren & Associates Specification Sheet PLMB.8
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: 112212004
Available Through
Supplier: Dabl ofAvon
Address: 780 Nottingham Road
Avop, CO 81620
Contact: Tom Jenkins, Amanda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specification
Location:
Manufacturer:
Product:
Product Number:
Description:
Dirnension:
Color/Finish:
105 Bath #1, I I I Bath #2, I 14 Bath #3, 128 Bath lt4, 210 Her Master Batb,
204 His Master Batb,213 Offrce Bath
Kohler - Kallista- Barbara Barrv Collection
lavatorv Faucet
P22600-LV
Basin Set, Lever handles, 8" Spread
Reach: 5-9116"
Brushed Nickel (AG)
Comments:Supplier to veriff that all necessary parts for installation are ordered
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ARCIIITECTURE . PLAN N T N G. I N T E RIO RS
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(805)963€890 FAX (805)963-8102
santabarbara@zehren.com ZkF Sr &,E^, !!,"0,n'n'*YAlL,n-)e4e-1080
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(805)963-6890 FAX (805)963-81 02
santabadrara@zehren-com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
Zehren & Associates Specification Sheet PLMB - 9
Proiect Information
Name: Mendik Residence
Location: Vail Mounain Lodge
Project No: 20031557.00
Issue Date:
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon, CO 81620
Contact: Tom Jenkins, Amanda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specification
Location:
Manufacturer:
Product:
Product Number:
Description:
Dimension:
ColoriFinish:
105 Bath #1, 1l I Bath #2, 114 Bath #3
Kohler - Kallista, Barbara Barry Collection
Tub/Shower Faucet
P226t7-XXJP2I432-O0
Wall set with pressure balanced diverter, lever handle, and showerhead
Showerhead Reach: 8-1/2", Trim Ht: 10-l/8, Trim width: 6-112, Spout Reach 7-14"
Brushed Nickel (AG)
Cornments:Supplier to veri& that all necessary parts for installation are ordered
zr,5s,&F,l:
Zehren & Associates Specification Sheet PLMB - 10
Project Information
Name: Mendik Residence
Location:
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
AvorL CO 81620
Contact: Tom Jenkins, Amanda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specification
Location: 128 Bath #4, 210 Her Master Batl! 204 His Master Bath, 213 Office Bath
Manufacturer:
Product: Shower Faucet
ProductNumber: P226l5-XX-Lever Handle, P21432-00
Descriotion: Pressure Balance Valve. kver Handle. Showerhead
Dimension: Showerhead Reach: 8-1/2"
Color/Finish: Brushed Nickel (AG)
Comments:Supplier to veri8/ that all necessary parts for installation are ordered
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ARCHITECTURE . P LAN N I N G
SANTA BARBARA
(805)963-6890 FAX (805)96181 02
santabarbaaa@zehren.com
INTERIORS
VAIL
(970)949-02s7 FAX (970)949-1 08O
vail@zehren-com
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ARCHITECTURE
SANTA BARBARA
(805)963-6890 FAX (8Os)963-8102
santabarbara@zehren.com
Zehren & Associates Specification Sheet PLMB - 11
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Throush
Supplier: Dahl ofAvon
Ad&ess: 780 Nottingham Road
Avoq CO 81620
Contact: Tom Jenkins, Amanda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specification
Location: 128 Bath #4, 210 Her Master Bath
Manufacturer: K"hl. - @
Product
ProductNumber: P22603-LY
Description: Deck Bath Set, 8" spread with lever handles
T)imen<inn' Rear-h' Q-l /?"
Color/Finish: Brushed Nickel (AG)
Comments: Supplier to veri$, that all necessary parts for installation are ordered
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E.PLANNING.INTERIORS
='Z E H R E N
_ AN D AS S OC r-nr i i (e70)e4e-0257F4x(e7o)s4e-1o8o
Zehren & Associates Specification Sheet PLMB - 12
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier: Dahl ofAvon
Address: 780 NoninghamRoad
Avoru CO 81620
Contact: NA
Phone: 970-949-910l
Fax: 970-845-9926
Specification
Location: 115 Kitchen 118 laundrv
Manufachrer: Grohe
Product Faucet
Product Nunrber: 33 939 AVO
Description: Europlus II - pull out spray
Dimension: 8-l/8 max H, 9-518 " spout reach, l-5116" mounting hole diameter
Color/Finish: Satin Nickel Infinitv Finish
Cornrnents:Supplier to veri0 that all necessary parts for installation are ordered
Water filter
Provide escutcheon plate for laundry sink
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ARCHITECTURE . PLAN NI N G
.,,,?AIIT*P*[PSM.., ?22 E H R E N
santabarba.a@zihren.com
-
AN D ASSOCIATES
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zeh.en.com
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ARCHITECTURE
SANTABARBARA
(805)9636890 FAX (8O5)963-8102
santabarb6.a@zEhren.com
Zehren & Associates Specification Sheet PLMB.13
Project Information
Narne: Mendik Residence
Iocation: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: U2?y'2004
Available Through
Supplier: Eurobath and Tile
Address: 475 South Broadway
Denver, CO 80209
Contact: NA
Phonc: 303-289-8453
Fax: 97O-U5-9926
Speclfication
l.ocation: I 15 Kitchen
Manufacturer:
Product Sink
Product Nunber: Prestige Plus PRX- 120
Description: Deep bowl with large side corpartnent
Dimension: 36-li8"W x 2l-ll4"Dx9-1/16"H
Color/Finish:
Accessories: Prcstige Bottom Grid Drainer PR-36C (chrome)
Comrnents: Srrpt"t t"*"ttfy tlt"t
"lt "@39" Base cabinet required
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E.PLANNING.INTERIORS
.72 E H R E_N ,rro,.or_oruY$tl,e7o)e4e-loeo
--
AND ASSOCIATES vair@zehren.icorn'
Zehren & Associates Specification Sheet PLMB - 14
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodse
Proiect No: 20031557.00
Issue Date: l/2U2W
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon. CO 81620
Contact: NA
Phone:
Fax: 970-845-9926
Specification
Location: I 15 Kitchen
Manufacturer:
Product: lnstant Hot & Cold Water Dispenser
Product Number: HCI100
Description: Instant Hot & Cold Water Dispenser with water filter
Dimension: 8-l l/16" H, 5-ll2 " spout reaclu l-3l8" mounting hole diameter
Color/Finish: Satin Nickel
Comnents: Supplier to veri& that all necessary parts for installation are ordered
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A RCHITECTURE . P L A N N I N G
SANTA BARBARA
(805)963-6890 FAX (805)963-81 02
santabarbara@zehren.com
INTERIORS
VAIL
(970)949O257 FAX (970)949-1 080
vail@zehren.com
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ARCHITECTURE
SANTA BARBARA
(805)963-6890 FAx (805)963-8102
santaba,baaa@zehren.com
Znhren & Associates Specification Sheet PLMB - 15
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date:
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon, CO 81620
Contact: NA
Phone: 97U949-9101
Fax: 970-845-9926
Specification
Location:
Manufacturer:
Product:
Product Number:
Description:
Dimension:
Colorffinish:
Accessories:
Comments:
1 15 Kitchen
In-Sink-Erator
Garbage Disposal (Quantity: 2)
777SS
1.0 hp, Extra Heavy Duty
Stainless Steel flange and stopper
Sink Top Switch - Chrome Finish
Supplier to veri& that all necessary parts for installation are ordered
E.PLANNING.INTERIORS
fiZ E H R E N ,nro,nor-oruY$!te7o)e4e-1080
--
AND ASSOCIATES vair@zehren-'com'
T,ehren & Associates Specification Sheet PLMB. 16
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date: 1122/2004
Available Throueh
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon, CO 81620
Contact NA
Phone: 970-949-910l
Fax: 970-845-9926
Specification
Location: 120 Bar
Manufacturer:
Product Faucet
Product Number: 33 986 AVO
Description: Eurostyle single-handle kitchen/bar
Dimension: l2-3l4" max H, 9-318 " spout reacb l-5/16" mounting hole diameter
Color/Finish: Satin Nickel Infinitv Finish
Comments: Supplier to veriff that all necessary parts for installation are ordered
Water filter
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ARCHITECTURE . PLAN N I NG. I NTE RI O RS I
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SANTA BARBARA
(8O5)963-6890 FAX (805)963-8102
santabarbara@zehren.c.om
C2Z E H R E N
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AN D A s s o c rI r i i (e70)e4eoa2s7 FAx(e7!)e4e-1o8o
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(8Os)9634890 FAX (805)963-81 02
gadtabarbara@zehren,com
INTERIORS
VAIL
(970)949-02s7 FAX (970)949-r080
vail@zehren.com
Zrchren & Associates Specification Sheet PLMB.17
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 20031557.00
Issue Date: UZAZM4
Available Through
Supplier: Eurobath and Tile
Address: 475 South Broadway
Denver, CO 80209
Contact: NA
Phone:
Fax 970-845-9926
Specification
Location: 120 Bar
Manufacturer:
Product:
Product Number: Element ERX-I l0
Description: Undermount Stainless Steel Sink
Dimension: 17 5/8 overall widtb 16 l/8" bowl dia.,7 l/8" bowl depth
Color/Finish: Stainless Steel
Comments:
20" Base cabinet required
zr"oE o3,s,l,f:
Zehren & Associates Specification Sheet PLMB. 18
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 20031557.00
Issue Date: ll22l20$4
Available Throush
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avou CO 81620
Contact: NA
Phone: 970-949-9101
Fax: 97U845-9926
Specification
Incation: 118 Laundrv
Manufacturer: Kohler
Product: Sink
ProductNumber: K-6?M-3
Description: Self-Rimming l,aundry Sink
Dirnension: 25"x22"
ColoriFinish: White
Comments: Supplier to veri0 that all necessary parts for installation are ordered
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ARCHITECTURE . PLAN N I N G. I NTE RI O R S
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SANTA BARBARA
(805)963€890 FAX (805)963-81 02
santabaabara@zehren.corn
.72 E H R E_N ,nro,*r-oruYA'*te7o)e4e-1o8o
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AND ASSOCIATES vair@zehren;om'
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I ARCHITECTURE . PLAN NI N G
SANTA BARBARA
(805)9696890 FAX (805)963€102
santabarbara@zehren.com
INTERIORS
VAIL
(s7 0)949-0257 FAX (970)949- 1 080
vail@zehren-coml
I
Zehren & Associates Specification Sheet PLMB - 19
Proiect Information
Name' Mandik R eciden.e
Location: Vail Mountain Lodee
Project No:
Issue Date:
Available Throuqh
Supplier: Dahl of Avon
Address: 780 Nottingham Road
Avon CO 81620
Contact: Tom Jenkins, Amanda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specification
Location:
Manufacturer:
Product:
Product Number:
Description:
Dimension:
Color/Finish:
128 Bath *14 210 Her Master Bath
Kohler - Kallista, Barbara Barry Collection
Handshower and Bracket
P21438-IV, P21439-00
Glamour Handshower in Ivorv with Standard Bracket
lO {/R"H Q l /4r' reach
Rnrched Ninlrcl /AG)
Comments:Supplier to veri& that all necessary parts for installation are ordered
L7("oE o3,S,u^,i:
Zehren & Associates Specification Sheet PLMB.20
Project Information
Name; Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date:
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avoq CO 81620
Contact TomJenkins, Amanda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specification
Location:
Manufacturer:
Product:
Product Number:
Description:
Dimension:
Color/Iinish:
128 Bath #4, 210 Her Master Bath
Kohler - Kallista, Barbara Barry Collection
Diverter
P22620-LV
Lever Handle Divertor
Brushed Nickel (AG)
Comments:Supplier to veriff that all necessary parts for installation are ordered
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A RCHITECTURE . PL AN N I N G
,,,,isj:T$P,$b",iF..t,,., 7=z E H R E N
santabarbara@zehren.com
--
AN D ASSOCI ATES
INTERIORS
VAIL
(97Or949-O257 FAX (970)949-l O8O
va il@zehren .com
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)963-6890 FAX (805)963-81 02
santabaabara@zehf en.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
Tnhren & Associates Specification Sheet PLMB.21
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProiectNo: 20031557.00
Issue Date:
Available Throush
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
AvorL CO 81620
Contact: Tom Jenkins, Arnanda Bouchard
Phone: 970-949-9101
Fax: 970-845-9926
Specification
Location: 128 Bath ti4
lvlituulautulgl ^,r"*,Product: Lavatorv
ProductNurnber: K-2885-8
Description: Man's Lav Lavatory
Dimersion: 24" W x 13" D
ColorlFinish: White
Comments: Supplier to veri& that all necessary parts for installation are ordered
zr^5J,&,E^,!:
Z.,ehren & Associates Specification Sheet PLMB.22
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 20031557.00
Issue Date: 2116/2004
Available Through
Supplier: Dahl ofAvon
Address: 780 Nottingham Road
Avon, CO 81620
Contact: Tom Jenkins, Amanda Bouchard
Phone: 970-949-9101
Fax: 970-U5-9926
Specilication
Location:
Manufacturer:
Product:
Product Number:
Description:
Dirnension:
Color/Finish:
Cornrnents:
210 Her Master Bath- Shower
Kohler - Kallista, Barbara Barry Collection
Glamour Thermostatic Valve
P722922-EX-AG
Thermostatic Valve, Lever Handle
Handle: 3-5116"H x 4-3l4"D, Escutcheon: 8"W x 4"H
Brushed Nickel (AG)
Supplier to veri& that all necessary parts for installation are ordered
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ARCIIITECTURE . PLAN N I N G. I N TE RI O RS I
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SANTA BARBARA
(805)963€890 FAX (80s)963-81 02
santabarbara@zehren.com -.]IZ E H R E N
-
AN D ASS oc lnr r i (e70)s4e-o2s7zFAx(e7!)e4e-1080
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ARCHITECTURE . PLAN N I NG
SANTA BARBARA
(805)963.6890 FAX (8Os)963-81 02
santabarbara@zehren.com
INTERIORS
VAIL
(970)949-02s7 FAX (970)949-1 080
vail@zehren.com
T,ehren & Associates Specification Sheet wl',s-1
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 031557.00
Issue Dare: 1128/2004
Available Through
Supplier: ALS
Address: 150 East 58th Street, 9th floor
New Yorh New York 10155
Contact: Shalev Levi
Phone:
Fax:
Specilication
Location:105 Bath #l (tub/shower), 1l I Bath #2 (tub shower), 114 Bath #3 (tub shower),
213 Office Bath (shower)
Marble
Thassos extra (white)
Polished
Polished square edge on perimeter tiles
Finish all exposed edges.
Material:
Manufactuer
Product Number:
Name/Color:
Finish:
Dimensions:
Edge Detail:
Grout:
Comments:
zr-5Ls,i,i:
Zehren & Associates Specification Sheet WLS.2
Proiect Information
Name: Mendik Residence
Incation: Vail Mountain Lodee
ProjectNo: 031557.00
lssue Date: 211612004
Available Throush
Srrnnlier AI -S
-
Address:
New Yorh New York 10155
Contact: Shalev kvi
Phone: 917-295-2950(cell)
Fax: 212-644-5920(office)
Snecification
Location:
Material:
Manufacturer
Product Number:
Name/Color:
Finish:
Dimensions:
Edge Detail:
Grout:
Corffnents:
128 Bath li4
Limestone
Cerema Marfil
Polished
Polished square edge on perimeter tiles
Finish all esposed edges.
ARCHITECTURE . PLAN N I N G. I NTE RI O R S
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SANTA BARBARA
(80s)963€890 FAX (80s)96181 02
gantabarbara@zehren.com
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
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SANTA BARBARA
(8Os)963€890 FAX (8O5)963-81 02
santaba,bara@zehrefl .com
VAIL
(970)949-02s7 FAX (970)949-1 o8o
vail@zeh.en.com
Zehren & Associates Specification Sheet WLS-3
Proiect Information
Narne: Mendik Residence
Location: Vail Mountain Lodge
ProjectNo: 031557.00
Issue Date:
Available Through
Supplier: ALS
Address: 150 E^t 58th Sh""tJth ft"*
New Yorh New York 10155
Contact: Shalev kviPhone: rvtrrlrr50(."tD
Fax: 212-644-592O (ofltce\
Specilication
Location: 210 Master Bath Hers- Shower
Material:
Manufacturer
Product Number:
Name/Color: Th^*. ""rd-(*ht,")Finish: Polished
Dimensions:
Edge Detail: Polished square edge on perimeter tiles
Grout:
Co[unents:
ARCHITECTURE . PLAN NIN G. I N TE R I O RS
zr"5#,&,i,f:
Zehren & Associates Specification Sheet WLS.4
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 031557.00
Issue Date: 2/16120M
Available Through
.*
Address: t50T*t 58th Str4 9th fl*t
New Yorh New York 10155
Contact: Shalev l*vi
Phone: 9l'l-295-2950 (cnll)
Fax: 212-644-5920(offrce'l
Specification
Location: 2M Master Bath His (shower)
Material: Marble
Manufacturer
Product Nurnber:
Name/Color: Thassosstandard(white)
Finish: Polished
Dirnensions :
Edge Detail: Polished square edge on perimeter tiles
Grout:
Comments: Finish all exposed edges.
A RCHITECTURE . P L A N N I N G. I N T E R I O R S
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(805)9636890 FAX (805)963-81 02
santaba.bara@zehren.com
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AN D AS soc rLr I i (e70)e4s-0?57rAx(e7o)e4e-1080
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A RCHITECTURE . PLAN N I N G
SANTA BARBARA
(805)963€890 FAX (805)963-8102
santabadEra@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1080
vail@zehren.com
T,ehren & Associates Specification Sheet wl-,s-5
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
ProjectNo: 031557.00
Issue Date:
Available Throush
Supplier:
Address:
Contact:
Phone:
Fax:
Artistic Tite
150 East 58th Steet
New Yorlq NY 10155
Claudia DiFabio
2t2-838-3222
2t2-838-4242
Specification
Location: 213 Offrce Bath (Floor and Wainscot)
Material:
Manufacturer: Artistic Tile
Product Number: MEBWBT (l2Xl2 Botticino) 1.5cm Dots:
Name/Color: Botticinomosaicweave Lt green: MEVLPSJI
Dk. Green: MEVRPSJI
Red: MEROPSJ1
Yellow: MEDOPSJ1
Black: MENMPSJI
Finish: polished
Dimension: 12x12 sheets
Blue: 12x12 Irnperial Inca cut to 1.5 cm dots
Cornments: Firtrh
"tt
rlp"*d "dg*All stone is a natural product, therefore subject to variation in color, shading, and veining.
All stone to be sealed per manufacturer requirements.
Refer to Floor Finish Plans for tile oattern-
Picture is representational
Color may vary
zkss,*r^,1:
Zehren & Associates Specification Sheet WLS-6
fryject lnformation
Name: Mendik Residence
Location: Vail Mountain Lodse
Proiect No: 031557.00
Issue Date: 3/8/2004
Available Through
Supplier: Haifa Stone Inc.
Address: 150 East 58th Street, Tth floor
New York, NY 10155
Contact: Sarah Szvrnanski
Phone: 212-339-9997
Fax: 212-339-9983
Specification
Location:
Material:
Manufacturer
Product Number:
Name/Color:
Finish:
Dimensions:
Edge Detail:
Grout:
Comments:
100 Enfy
J"-."1"-
Haifa Sto
Light Gol<
Rough Ch:
3/4" thick
D.y St""k
Att rt *i
All stone t
Picture is representational
Color mav varv
Limestone
[e
I
iseled
sizes TBD by Interior Designer
s a natural produc! therefore subject to variation in color, shading and veining.
o be sealed per manufacturer requirements.
A RCHITECTURE . P L A N N I N G. I N T E R I O R S
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SANTA BARBARA
(8Os)963-6890 FAX (805)963-81 02
santabarbara@zehren com
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren.com
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ARCHITECTURE
SANTA BARBARA
(80s)963$890 FAX (805)963-8.1 02
santabarbara@zehren.com
Zehren & Associates Specification Sheet WLS-7
Proiect Information
Name: Mendik Residence
Location:
Project No:
Issue Date: 3|U2OO4
Available Throush
Supplier: Haifa Stone Inc.
Address: 150 East 58th Steet 7th floor
New York, NY 10155
Contact: Sarah Szymanski
Phone: 272-339-9997
Fax:
Specification
Location: 124 Family Room (freplace surround and hearth),
I 19 Dining Room (fueplace sunound and hearth)
Material:
Manufacturer Haifa Stone
Product Numbert
Name/Color: Li-ht G"ld
Finish: Honed
Dimensions: Cut to sizes as indicated on fireplaces details
tdSe Detarl: Souare
Grnrri' Nnnp
Corunents: Att rt "" t,
"
*t rt"t pr"d.4 th.t"f*. *b
All stone to be sealed per manufachrer requirements.
Picture is representational
Color rnay vary
E.PLANNING.INTERIORSJ''IZ E H R E N
-
AN D AS so c rir I i (e70)e4e-0217F4x(e7!)e4e-1080
Zehren & Associates Specification Sheet WLS.8
Proiect Information
Name: Mendik Residence
Location: Vail Mountain Lodge
Proiect No: 031557.00
Issue Date: 3l8l2OO4
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Judv Robins lnteriors
2165 East Alameda Avenue
Denver, Colorado 80209
Judv Robins
303-777-848s
303- 722-7879
Specification
Location: 126 Be&oom #4 (fireplace surround and hearth),
Material:
Manufacturer TBD- Judy Robins
Product Number:
Name/Color: Beaumaniere
Finish:
Dirnensions: Cut to sizes as indicated on fireplaces details
Edge Detail: Square
Grout: None
Comments:
All stone to be sealed per manufacturer requirements.
Picture is representational
Color may vary
ARCHITECTURE . PLAN N I N G. INTE R I OR S
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(805)963-6890 FAX (805)963-81 02
santabarbara@zehren.com I
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AN D AS SOC rnr i i (e70)e4e-02s7FAxn(e7€)e4e-1080
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(805)963-689O FAX (805)963-81 02
santabarbara@zehren com
INTERIORS
VAIL
(97 0)949-0257 FAX (970)949-108O
vail@zeh.en.com
Zehren & Associates Specification Sheet WLS-9
Proiect lnformation
Name' Mendilr Pp<idennc
Location: Vail Mountain Lodee
Proiect No:
lssue uate: 5t6uuu4
Available Through
Supplier: Hoff Miller
Address: 595 S. Broadway
Denver, CO 80209
Contact: Marsha
Phone: 800J35-0132
Fax:
Specification
Location: 201 Master Bedroom (fireplace sunound and hearth)
Material:
Manufacturer Emerson Street
Product Number,
Name/Color:
Finish: D*k I.."
Dimensions: C.rt"-
tdse uetall:
Comments: All materials and construction must comply with applicable fue and life safety codes.
All materials must be conhact quality.
Supplier to veri& that all necessary parts are ordered.
Picture is representational
Color may vary
L2r.5LS,l,i:
Zehren & Associates Specification Sheet wLS - 10
Project Information
Name: Mendik Residence
Location: Vail Mountain Lodee
Proiect No: 031557.00
Issue Date: 318/2004
Available Through
Supplier:
Address:
Contact:
Phone:
Fax:
Adistic Tile
150 East 58th Sheet
NewYork,NY 10155
Claudia DiFabio
2t2-838-3222
2t2-8384242
Specification
Location: 213 Office Bath (Wainscot top)
Material: Botticino marblc
Manufacturer: Artistic Tile
Product Number: OPUS 2 Chair Rail
Nanre/Color: Botticino
Finish: oolished
Dimension: l-114" x 12"
Comments:Finish all exposed edges.
All stone is a natural product, therefore subject to variation in color, shading, and veining.
All stone to b€ sealed per rnanufacturei require[rnts.
Refer to Floor Finish Plans for tile pattern.
Picture is representational
Color may vary
ARCHITECTURE . PLAN N IN G. I N TE RI O RS
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SANTA BARBARA
(805)963€890 FAX (8O5)963-81 02
santabarbara@zehlen.com
VAIL
(970)949-0257 FAX (970)949-1 O8O
vail@zehren com
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ARCHITECTURE . PLAN N I N G
SANTA BARBARA
(80s)963-6890 FAX (805)963-8102
saotabarbara@zehren.com
INTERIORS
VAIL
(970)949-0257 FAX (970)949-1 080
vail@zehren_com
Z.ehren & Associates Specification Sheet wLS - 1r
Pro.iect Information
Name: Mendik Residence
Location: V"it M"*t". L.d*
Project No:
rssue uate: ,ta zl,U4
Available Throush
Supplier:
Address:
Contact:
Phone:
Fax:
Specificatiqn
Location:
Material:
Description:
Finish:
213 Office Bath (Wainscot top)
Drywall Texture
Ertra light hand skip towel
Paint
Finish all exposed edges.
Pichue is representational
Color may vary
zr.5#,n,l,l'j
Zehren & Associates Specification Sheet wl,s - 12
Project Information
Name: Mendik Residence
Location: Vail Mounhin lodee
ProjectNo: 031557.00
Issue Date:
Available Through
Supplier: Judy Robins Interiors
Address: 2 165 East Alameda Avenue
Denver, C.olorado 80209
Contact: Judy Robins
Phone: 303-777-84.85
Fax: 303-722-78'19
Specification
Location:
Material:
Description:
Finish:
213 Office Bath (above Wainscot)
Wallpaper
See Judv Robins
Prepare GWB for wallpaper fmish
Comments: Finish all exposed edges.
Picture is representational
Color mav varv
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ARCHITECTURE . PL AN N I N G
SANTA BARBARA
(805)963-6890 FAX {805)963-81 02
santabarbara@zehren.com
INTERIORS
VAIL
(97 Or949-O257 FAX (970)949-1080
vail@zehren.com
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1997 Edition - Electronic Format
AIA Document A2Ol - 1997
General Conditions of the Contract for Construction
TABLE OF ARTICLES
GENERAL PROVIsIONs
OWNER
CONTRACTOR
ADMINISTRATION OF THE CONTRACT
sUECONTRACTORs
CONSTRUCTION BY OWNER OR 8Y SEPARATE CONTRACTORS
CHANGES IN THE WORK
TIME
9. PAYMENTS AND COMPLEIION
IO. PROTECTION OF PER5ONS AND PROPERTY
II, INSURANCE AND BOND5
I2. UNCOVERING AND CORRECTION OF WORK
I3. MISCELLANEOUS PROVI5IONs
14. TERMINATION OR SUSPENSION OF THE CONTRACT
INDEX
Acceptance of Nonconforming Work
9.6.6, 9.9.3, 12.3
Acceptance of Work
9.6.6, 9.8.2, 9.9.3, 9.Lo.L, 9.1o.3, 12.3
Access to Work
3.15, e.u.r, rz.r
Accident Prevention
4.2.3, rO
Acts and Omissions
Addenda
r.r.l,3.u
Additional Costs, Claims for
4.3.4, 4.3.5, 4.3.6,6.1.t, ro.J
Additional Inspections and Testing
9.81, 12.2.r, r3.s
Additional Time, Claims for
4.3.4, 4.t.7,8t.2
ADMINISTRATION OF IHE CONIRACT
3.8,4,9.4,9.5
TII|S D&UMEN| HAS ntrcRfr'd'li a.EGAL
CONSEOUENCES. CONSULIATIOT,I WIf H AN
ATf ffiNEY
'S
ENCOIIM,GED W'TH
RESPECI rO
'tS
COMPIEilON OR
,WANCA\ION. AUTTENTICATION Of TT{'
EI.ECI frWCAILY DMF\ED NA
DOCUMEN| MAY 8E MADE 8Y USING NA
DOCUMENT D/P'.
fhis docwrcnt has fuen approvd and
erdorsed by The Associated Gerreral
Co nt ractors of America.
n
tr ttltt I t
rtFtff,t
ir-rt-
-ot997 A|AO
AIA DOCUMENT A2OI . 1997
CENERAL CONDITION5 OF IHE
CONTRACT FOR CONsTRUCTION
The American Institute of Archifecrs
1735 New York Avenue, N.W.
Washinglon, D.C. 20OO5-5292
3.2, 3.3.2, 3.12.8, 3.r8, 4.2.3, 43.8, 4.4.1, 6.1.1, Advertisement or Invitation to Bid
9.5.r, to.2.5, 13.4.2, r3.7, r4.r l.l.t
American Institute of Architects. Fitteenth Edilion, Reproduclion of lhe material herein or substantialquotation of its provisions without written permission oi the etn violates rhe .oov.iohr l:w( nf rhc r r^ira.l
American Institute of Architects. rifteenth Edition, nepioaufiion of lhe material herein or,;;:.il1quotation.of its provisions without written permission oi the AIA violates fhe .opyiight t";. ;f ihe unired
ates and will subject the violate fo legal prosecution. WARNING: Unlicensed phoilopying violates u.s.
li?J.l8Ll l31t and will subject the violalor to legal,prosecurion. This document Jai-"L.ii,i.i.kfp-a*.ai|J':6jll':i" dru wrrr 'uuJecr rne vrolaror ro legal Prosecutlon. Ihas document was electronically producedwllh Permission ol lhe AIA and can be reproduced in accordance with your license without vioiaiion untilthe date of expiralion as noted below. User oocumenl: 03 -- }z}ltw4. AIA License Number lll50O7. whichexpires on 5ll3l7co4.
Aesthetic Effect
4.2.r3t 4.5.1
Allowances
3.8
All-risk Insurance
[.4.r.r
Applications for Payment
4.2.5,7.3.8,9.2, 9.3, 9.4, 9.5.r, 9.6.3, 9.7.1,9.8.5,
9.ro, tr.r.3, 14.2.4, 14.4.3
Approvals
2.4, 3.r.3, 3.5, 3.ro.2,3.r2, 4.2.7, 9.3.2,13.4.2,
13.5
fubitration
4.3.3, 4.4, 4.5.r, 4.5.2, 4.6, 8 4.r, 9.7.r, r1. 4.9,
lr.4.ro
Architect
4.1
Architect, Definition of
4.1.1
fuchitect, Extent of Authority
2.4, j.a.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.r.2, 71.G,
7.4, 9.2,9.3.r,9.4, 9.5, 9.83, 9.to.t, 9.ro.3, 12.t,
12.2.r, 13.5.t, r1.5.2, 14.2.2, t4-2. 4
Architect, Limitations of Authoritv and
Responsibility
2.r.r, 3.3.3, j.r2.4, 3.12.8, 3.rz.Lo, 4.1.2,4.2.r,
4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.ro, 4.2.12, 4.2.13,
4.4, 5.2.r, 7 -4, 9.4.2, 9.6.4, 9.6.6
Architect's Additional Services and Expenses
2.4, lr.4.r.r, r2.2.1, 13.5.2, 13.5.3,14.2.4
Architect's Administration of the Contract
3.t.3, 4,2, q.3.4, 4.4,9.4,9.5
Architect's Approvals
2.4, 3.1.3, 3.5.1, 3.ro.2, 4.2.7
Architect's Authority to Reiect Work
3.5.r, 4-2.6, t2-r-2, rz.2.r
Architect's Copyright
r.6
Architect's Decisions
4.2.6, 4.2.7, +2.rr, 4.2.t2, 4.z.r}, 4.3.4, 4.4.r,
4.4.5, 4.4.6, 4.5, 6.3,7.3.5,7.3.8, 8.r. j, 8.3.r, 9.2,
9.4' 9.5.r, 9.8.4, 9.9.\ 13.5.2, 14.2.2, 14.2.4
Architect's Inspections
4.2.2, 4.2.9, 4.3.4, 9.+.2, 9.81, 9.9.2,9.Lo.r, r3.s
fuchitect's Instructions
3.2.3, 3.3.r, 4.2.5, 4.2.7, 4.2.8,7.4.t, t2.1, t3.5.2
Architect's Interpretations
4.L.rr, 4.2.12, 4J.6
Architect's Proiect Representative
4.2.rO
Architect's Relationship with Contractor
r.r.2, r.6, 3.r.1, 1.2.r, 3.2.2, 3.2.3, 3.J.r, 3.4.2,
3.5.1, 1.7.3, 3.to, 3.1t, 3.12, 1.16, 3.18, 4.t.2, 4.1.3,
4.2, 4.3.4, 4.4.r, 4.4.7, 5.2, 6.2.2, 7, 83.r, 9.2,
9.3,9.4, 9.j,9.7, 9.8, 9.9, to.2.6, ro.l, 1r.3,
\.4.7,12, 11.4.2, 13.5
Architect's Relationshin with Subcontractors
1.r.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.5.+ rr.4.7
fuchitect's Representations
9.+2, 9.5.t, 9.ro.r
Architect's Site Visits
4.2.2, 4.2.5, 4.2.9, 4.3.4, 9.4.2, 9.r.r, 9.9.2,
9.lo.l, 13.5
Asbestos
ro.3.r
Attorneys' Fees
3.18.r, 9.1o.2, ro.j.j
Award of Separate Contracts
6.r.r, 6.1.2
Award ofSubcontracts and Other Contracts for
Portions of the Work
5.2
Basic Definitions
t.l
Bidding Requirements
r.r.r, 1.r.7, 5.2.r, u.5.r
Boiler and Machinery Insurance
rr.4.2
Bonds, Lien
9.ro.2
Bonds, Performance, and Payment
7 4.5.4,9.5.7,9.ro.3, rr.4.9, r.j
Building Permit
3.7.r
Capitalization
1.3
Certificate of Substantial Completion
9.8J, 9.8.4, 9.8.j
Certificates for Payment
4.2.j, 4.2.9, 9.J.3, 9.4, 9.5, 9.5-r, 9.6.5, 9.7.t,
9.ro.l, g.ro.3, 11.7, 14.1.t.3, 14.2.4
Certifi cates of Inspection, Testing or Approval
r1.5.4
Certiftcates of Insurance
9-ro.2, .r.3
Change 0rders
r.r.r, 2.4.1, 3.4.2, j.8.2.j, 3.u.r, 3.t2.E, 4.2.9,
4.3.4, 4.3.9, 5.2.3,7.1,7.2,7 J, E 3.1, 9.3.r.1,
g.ro.3, n.4.1.2, 1r.4.4, rr.4.g, r2.r.2
Change Orders, Definition of
7.2.r
CHANGES IN THE WORK
3.11,4.2.8, 7, E.3.r, 9.3.r.r, rr.4.9
Claim, Definition of
4.3.1
CIaims and Disputes
3.2.3, 4.3, 4.4, +.5, 4.6, 6.t.r, 6.3,7.3.9, 9.3.3,
g.lo.4, lo.3.l
Claims and Timely Assertion of Claims
4.5.5
Claims for Additional Cost
3.2.3, 4.3.4, 4,3.5, +.t.e,6.r.r, 2.j.8, ro.j.2
CIaims for Additional Time
IITS DOCUMENI HN MrcAI/,I,II LEG/(
colvsEouE cEs. co/.!'uLfAfto wttH AN
Af IORMY 6 ENCOUM('ED WITH
RESPECI rO tt' COMPtfftoN oR
MOAFTA\ EN. AUrHENtlCAtlOt'l OF Xs
ECTROMCAILY Df,,.FI ED AIA
DOCUMENT MAY 8E MADE BY USNG NA
DOCUMEN| D4OI.
tlis docurnent llas ben approvd atd
edorsd by tlre Associatd Gereral
Conkadors of An]fjrica.
-
.tr-rtI
01997 A|AO
AIA DOCUMENT A2OI - 1997
GENERAL CONDITION5 OF IHE
CONTRACT FOR CON5TRUCTION
@coPyrightl9ll,l9l5,l9l8.l925'l937,l95l,|958,l96l,l96@
American Institule of Architects. Fifteenlh Edition. Reproduction of the material herein or substantial TheAmerican Instituteof Architects
ruotation.of its provisions withouf wrillen permission of the AIA violates the copyright laws of the gn;1"6 1735,few York Avenue, N.W.
iales and will subject lhe violale to legal prosecution. WARNING: Unlicensed phot-ocopying violaies U.5. Washington, O.C.2@06-5292
copyright laws and will subjecl the violator to legal prosecuiion. This document was electioniillV produced
with permission of the AIA and can be reproduced in accordance with your license without vioiaiion until
the date of expiration as noted below. User Document: 03 -- 3t2Dl2ctr'4. AIA License Number lll5OO7, which
explres on 5ll3l20o4.
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3.2.3, 4.3.4,4.3.7, 6.1.r, 8.3.2, ro.3.2
Claims for Concealed or Unknown Conditions
4.3.4
Claims for Damages
3.2.3, j.r8, 4.J.ro, 6.r.r, 8.1.1, 9.5.1, 9.6.7, ro.3.3,
r.r.r, tr.4.5, 1r.4.7, r4.r.3, r4.r.4
Claims Sublect to Arbitration
4.4.r, 4.5.r, 4.6.t
Cleaning Up
3.15, r.3
Commencement of SLatutory Limitation Period
13.7
Commencement of the Work, Conditions
Relating to
2.2.r, j.2.r, 3.4.1, 3.7.1, 3.ro.r, 3.12.6, 4.3.5, 5.2.1,
5.2.3,6.2.2, E.r.2, E 2.2, E.3.t, lr.r, u.4.1, [.4.6,
r[.5.r
Commencement of the Work, Definition of
8.r.2
Communications Facilitating Contract
Administration
t.g.t,4.2.4
Completion, Condilions Relating to
r.6.r, J.4.r, 3.rr, 3.r5, 4.2.2, 4.2.9,8.2,9.4.t, 9.9,
g.g.r, g.ro, r2.2, rt.7, r4.r.2
COMPLETION, PAYMENTS AND
9
Completion, Substantial
4.2.9, 8.r.r, 8.r.J, 8.2.r, 9.4.2, 9.8, 9.9.1, 9.1o.3,
g.ro.4.x, r2.2, r3.7
Compliance with Laws
r.6.r,3.2.2, 3.5, 3"7, 3.12.1o, 3.13, 4.r.1, 4.4.8,
4.6.4, 4.6.6,9.6.4, ro.2.2, lr.t, rr.4, r3.r, r3.4,
13.5.r, r1.5.2, 13.6, 14.l.l, 14.2.1.j
Concealed or Unknown Conditions
4.3.4, 8.1.1, lo.j
Conditions of the Contract
r.r.r, r.r.7, 6.r.1, 6.t.4
Consent, Written
r.6, J.4.2, !.r2.8, 3.14.2,4.1.2, 4.3.4, 4.6.4,9.3.2,
9.8.5, 9.9.r,9.1o.2, 9.1o.3, u.4.r, rj.2, t3.4.2
CONSTRUCTION BY OWNER OR BY
SEPARATE CONIRACTORS
r'r'4' 5
Construction Change Directive, Delinition of
7.3.r
Construction Change Directives
r.r.r, j.r2.8, 4.2.8, 4.3.9, 7 47 ,3,9.3.r.t
Construction Schedules, Conlractor's
r.4.r.2, 3.ro, 3.t2.t, 3.t2.2, 4.3.7.2, 6.r.3
Contingent Assignment of Subcontracts
5.4, 4a.z.z
Continuing Contract Performance
4.3.3
Contract, Definition of
1.1.2
CONTRACT, TERMINATION OR
sUSPENSION OF THE
5.4.r.1, u.4.9, l4
Conl.ract Administration
3.t.3,4,9.4,9.5
Contract Award and Execution, Conditions
Relating to
3.7.L, 3.ro,5.2, 5.r, rr.r. j, rr.4.6, u.5.r
Contract Documents, The
l. l, r.z
C-ontract Documents, Copies Fumished and Use
ot
1.5, 2.2.5,5.3
Contract Documents, Delinition of
l.l.l
Conl.ract Sum
3.8, 4.3.4, 4.3.5, +4.5, 5.2.3, 7.2, 7.1, 7.4,9.1,
9.4.2., 9.5.r.4, 9.6.7, 9.7, ro.3.z, Lr.4.t, 14.2.4,
14.3.2
Contract Sum, Definition of
9.r
Contract Time
4.3.4, 4.3.7, 4.4.5, j.2.3, 7.a).3, 7.3, 7.4, 8.r.r,
8.2, 8 J.r, 9.t.r, 9.7, ro.3.2, r2.r.t, 14. j.2
Contract Time, Definition of
8.r.t
CONTRACIOR
3
Contractor, Delinition of
3.r,6.r.2
Contractor's Consl.ruction Schedules
r.4.r.2, 3.lQ 3.r2.\ 3.12.2,4.t.7.2, 6.r.3
Contractor's Ernployees
3.3.2, 3.4.3, 3.8.r, 3.9, 3.18.2, 4.2.3, 4-2.6, ro.2,
ro.3, u.l.r, rr.4.7, 14.[, r4.2.r.r,
Contractor's Liability Insurance
'| l.l
Contractor's Relationship with Separate
Contractors and Owner's Forces
3.12.5, 3.14.2, 4.2.4, 6, tr.4.7, t2.1.2, 12.2. 4
Contractor's Relationship with Subcontractors
r.2-4 3.3.2, 3.t8.1, 1.r8.2, 5, 9.6.2, 9.6.7, 9.ro.2,
u.4.1.2, tr.4.7, u.4.8
Contractor's Relationship with the Architect
r.r.2, L-6, 3.r.3, 3.2.r, 3.L2, 3.2.3, 3.3.r, 3.4.2,
3.j.1, 3.7.3, l.ro, 3.u, 3.r2, 3.16, 1.r8, 4.r.2, 4.r.3,
4.2, 4.3.4, 4.4.r, 4.4.7, 5.2, 6.2.2, 7, 8.3.r, 9.2.,
9.3, 9-4, 9.5, 9.7, 9.E, 9.9, ro.2.6, 1o.3, rr.3,
rr.4.7, 12, 13.4.2, r3.5
Contractor's Representations
r.j.2, 3.5.r, j.rz.5, 5.2.2, 8.2.r, 9.3.j, 9.8.2
Contractor's Responsibility for Those
Perforrning lhe Work
3.3.2, 3.18, 4.2.3, 4-3.8, i.j.l, 6.r.3, 6.2, 6.3,9.5.r,
IO
fHS DOCUMENT HA' IIMPORTANT LEGAL
cot'tsEotEilcE' . coNswf AiloN MrH AN
ATrOR,//fY 15 ENCOINAGED WTH
RESPECI IO tf' COttrEflON Of,
wDtFtcAf toN. AUnfN cAftoN oF t4s
EIfCf RONCA/IY DRN|TD NA
DOCUI4ENT MAY 8E MME AY USING NA
NCUIIEN| AtOl.
fhis document has been approvd atl
erdorsd by Tlre Asrcciatd General
Contradors of AnErica.
-
41997 A|AO
AIA DOCUMENT A2OI . 1997
GENERAT CONDITION5 OT THE
CONTRACT FOR CONSTRUCTION
The American Institute of Architecrs
1735 New York Avenue, N.W.
Washingf on, D.C. 20006-5292
American Institute of Archifecfs. Fifleenlh Edilion. Reproduclion of the maferial herein or substintial
'luotation of its provisions without wrilten permission of lhe AIA violates the coovriohr lawr of rhe ||nitpd'luotation.of its provisions without wrilten permission of the AIA violates the copyrighl laws of the United
tales and will subject the violate to legal prosecution- WARNING: Unlicensed ihoiaopying violates U.s.
cop.yright laws and will subject the violaior io legal prosecution. This document was elect'rJniially producedwith permission of ihe AIA and can be reproduced in accordance wilh your license without vioiaiion untilwith permission of ihe AIA and can be reproduced in accordance wilh your license without
fhe date of expiration as noted below. User Document: 03 -- 3l2,l2ctr.4. AtA License Number llt5OO7. which
expires on 511312m4.
Contractor's Review of Contract Documents
r.5.2,3.2,3.7.3
Contractor's Right to Stop the Work
9.7
Contractor's Right to Terminate the Contract
4.3.ro, 14.l
Contractor's Subrnittals
3.ro, 3.ll, 3.12, 4.2.7, 5.2.1, 5.2.3,7.3.6, 9.2,9.3,
9.8.2, 9.83,9.9.r, 9.10,2, 9.ro.3, lr.r.3, 1r.5.2
Contractor's Superintendent
3.9, ro.2.6
Contractor's Supervision and Construction
Procedures
1.2.2, 3.3,3.4, 3.r2.Lo, 4.2.2, 4.2.7, 4.3.3, 6.r.3,
6.2.4, 7.r.3, 7.3.4, 7.3.5, 8.2, Lo, 12, 14
Contractual Liability Insurance
u.r.l.E, u.2, lr.3
Coordination and Correlation
r.2, r.5.2, 3,3.r, 3.1o, 3.t2.6, 6.r.3, 6.2.r
Copies Furnished of Drawings and
Specifications
r.6,2.2.5, 3.ar
Copl'rights
r.6,3-r7
Correction of Work
2.3, L4, 3.7.4, 4.2.t, 9.4.2, 9.8.2,9.8. j, 9.9.r,
12.r.2, 12.2, r3.7.1.3
Correlation and Intent ofthe Contract
Documents
1.2
Cost, Definition of
73.6
.losts
2.4, 3.2.3, 3.7.4, 3.8.2,3.r!-2, 4.3, 5.4.2, 6.t.r,
5.2.3, 7.3.3.3, 7 J.6, t.3.7, 7 1.8, 9.to.2, ro.j.2,
1o.5, 1r.3, rr.4, r2.r, r2.2.t, r2.2.4, r3-5, 14
Cutting and Patching
6.2.s, 3.l4
Damage to Construction of Owner or Separate
Contractors
3.14.2, 6.2.4, 9.2-r.r, ro.2.1.2, ro.2.i, ro.6, tr.l,
1r.4, t2.2.+
Damage to the Work
3.14.2, 9.9.r, r0.2.1.2, tO.2.5, 1O. 6, 1r.4, 12.2.4
Damages, Claims for
1.2.3, j.r8, 4.3.1o, 6.r.r, 8J.3, 9.5.r, 9.6.7, ro.3.3,
rr.r.r, rf..4.5, rr.4.7, r4.r.3, r4.2.4
Damages for Delay
6.r.r, 8.1.j, 9.j.r.6, 9.7, ro.3.2
Date of Cornmencement of the Work,
Definition of
8. r.2
Date of Substantial Completion, Delinition of
8.1.3
Day, Definition of
8.1.4
Decisions of the Architect
4.2.6, 4.2.7, 4.2.rL, 4.2.12, 4.2.r3, 4.3.+, 4.4.t,
4.4.5, 4.4.6, 4.5, 6.3,7.J.6,2.t.8, 8-r.3, 8.3.r, 9.2,
9.4, 9.5.t,9.8.4, 9.9.r, r3.S-2, 14.2.2, t4.2.4
Decisions to Withhold Certification
9.4.r, 9,5, 9.7, t4.t.r.j
Defective or Nonconforming Work, Acceptance,
Reiection and Correction of
2.3,2.4, 3.5.r, 4.2.5, 6.2.5,9.5.r, 9.5.2, 9.6.6,
9.8.2, 9.9.3, 9.ro. 4, r2.z.r, 13.7.r.3
Defective Work, Definition of
1.5.r
Definitions
r.r, 2.t.r, 3.r, 3.5.t, 3.r2.r, 3.12.2, 3.12.3, 4.r.r,
4.3.r, 5.r, 6.r.2, 7.2.\ 7.3.r, 7.3-6, 8.r, 9.r, 9.8.1
Delays and Extensions of Time
J.2.t, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3,7.2.r,7.3.r,
l.+.r, 7.Sl 8.3, 9.5.r, 9.7.r, ro.3.2, ro.6.r, 14.3.2
Disputes
4.r.4, 4.3, 4.4, 4.5, +6, 5.r,7.3.8
Documents and Samples at the Site
3.ll
Drawings, Definition of
1.r.5
Drawings and Specifications, Use and
Ownership of
r.r.r, r.3, 2.2.5, 3.u, 5.3
Effective Date of Insurance
8.2.2, u.1.2
Emergencies
4.3.5, 1O.5, r4.r.r.z
Employees, Contractor's
3.3.2, 3.4.1, 3.6.1, j.9, j.18.2, 4.2.3, 4.2.6,ro.2,
ro.3, u.t.l, rr.4.7, r4.1, 14.2.1.1
Equipment, Labor, Materials and
1.1.3, 1.r.5, 3.4, 3.5.t, 3.8.2, 1.8.1, 3.12, 3.13, 3.15.1,
4.2.6, 4.2.7, 5.2.r, 6.2.r, 7.J.6, 9.3.2, 9.J.3,
9.5.1.3, g.ro.2, to.2.r, 1o.2.4, 14.2.1.2
Execution and Progress ofthe Work
r.r.J, r.2.r, r.2.2, 2.2.3,2.2.5,3.r, 3.3, 3.4,3.5,3.7,
l.to, J.r2, j.14, 4.2.2, 4.2.3, 4.JJ, 6.2.r,7.r.3,
71.4,8.2,9.j,9,9.r, ro.2, ro.J, 12.2, r4.2, r4.3
Extensions of Time
3.2.3, 4.3.t, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3,
7.4.t, 9.5.r, 9.7.r, ro.3.2,lo.6.t, 14.J.2
Failure of Payment
4.3.6, 9.5.r.j, 9,7, 9.ro.2, 14.t.1.3, 14.2.r.2, 13.6
Faulty Work
(See Defective or Nonconforming Work)
Final Completion and Final Payment
4.2.r, 4.2.9, 4.3.2,9.8.2,9.lO, rr.r.z, u.r.3, rr.4.l,
Lt.4.5, 12.3.1, t3.7, 14.2.4, r4.4.3
Financial Arrangements, Owner's
2.2.1, rJ.2.2, 14.t.r.5
Fire and Extended Coverage Insurance
u.4
GENERAL PROVISIONS
L15 N)CUttENl HAt lt'lIPORIN'lf LE6AL
CONSErJiJENCES. CONSULi AT'ON WIH N,I
A|TOANEY
'5
EIKOUMGED WTH
RESPECr fO lf' COtvrPLEtlON OR
FPDIFKANON. AUf HT.NTICATION OF TIXS
EIECI ROMCAUY DRAF f ED N A
DOCUMENT MAY 8E MADE 8Y USING NA
DOCUMENI D&1.
ftis hcument has been approved ard
erdorsd by llr- Associated Gernral
Cont r actors of Aner i ca.
ot997 AIAO
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OT THE
CONTRACT FOR CON5TRUCTION
The American Institute of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20@6-5292
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@copyri8htl9ll,|9l5,l9|8,l925,l937,l95l,l95
American Instilule of Architects. Fifteenth Edilion. Reproduction of the material herein or substantial
quotation of its provisions without writlen permission of the AIA violales the copyright laws of the United
tates and will subject the violale to legal prosecution. WARNING: Unlicensed photocopyine violates U.S.
cop.yright laws and will subject the violator to le6al.prosecut ion. This document was electionicllly produced
with permission of the AIA and can be reproduced in accordance with your license without vioiation until
the date of expiration as noted below. User Document: O) -- ll2ot2(n4. AIA License Number ll l5OO7, which
exDires on 5l l3l2fi)4.
a
W
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Governing Law
I3.l
Guarantees (See Warranty)
Hazardous Materials
ro.z.4, 10.3, ro.5
Identification of Contract Documents
r.5.1
Identification of Sukontractors and Suppliers
5.2.r
Indemnification
3.r7, 3.18,9.ro.2, ro.3.3, ro.5, 1.4.r.2, u.4.2
Information and Sewices Required of the Owner
2.r.2, 2,2, 3.".r, 3.12.4, 3.12.ro, 4.2.7, 4.3.J, 6.r.3,
6.r. 4, 5.2.j, 9.j.2, 9.6.r, 9.6. 4, 9.9.2, 9.1o.3,
ro.3.J, ll.2, u.4, 13.5.1, 13.5.2, L4.r.r.+ 14.1.4
lniury or Damage to Person or Property
4.3.8, ro.u, ro.o
Inspections
3.r.3,3.U3,, 3.7.r, 4.2.1, 4.2.6, 4.2.9, 9.4.2,9.8.2,
9.EJ, 9.9.2,9.ro.r, r2.2.r, 13.5
Instructions to Bidderc
l.l.t
Instructions to the Contractor
3.2.3, 3.3.1, 3.8.1, 4.2.8, 5.2.r,7, 12, t.2-2, 13.5.2
Insurance
3.18.1, 6.r.r, 7 3.6, 8-2.r, 9.3.2, 9.8.4, 9.9.r,
9.ro.2, g.ro.5, rr
lnsurance, Boiler and Machinery
rt.4.2
Insurance, Contractor's Liability
il.1
Insurance, Effective Date of
8.2.2, u.1.2
Insurance, Loss ofUse
1r.4.3
lnsurance, Owner's Liability
lr.2
Insurance, Proiect Management Protective
Liability
lr.3
Insurance, Property
ro.z.5, I1.4
Insurance, Stored Materials
9.3.2,rr.4.r.4
INSURANCE AND BONDS
'n
Insurance Companies, Consent to Partial
Occupancy
9.9.r, rr.4.r.t
Insurance Companies, Settlement with
u.4.lo
Intent of the Contract Documents
r.2.t, 4.2.7, 4.2.r2, 4.2.tJ,7.4
Interest
13.6
Interpretation
r.23,1.4,4.t.1, 4.3.1, j.r, 6.r.2, 8.1.4
Interpretations, Written
4.2.Lr, 4.2.L2, 4.3.6
f oinder and Consolidation of Claims Reouired
4.6.4
Judgment on Final Award
4.5.6
Labor and Materials, Equipment
r.r.3, r.r.6, 3.4, 3.5.r, 3.8.2, 3 -EJ, 1.12, 3.r3,
3.r5.r, 42.6, 4.2.7, 5.2.r, 5.2.r, 7.3.6, 9.3.2, 9.3.3,
9.5.r.3, g.ro.2, ro.2.r, ro.2.4, r4.2.r.2
Labor Disputes
8.j.r
Laws and Regulations
r.6, 3.2.2, 3.6, 3.7, 3.r2.ro,3.r3, 4.r.r, 4.4.8, 4.6,
9.6.4,9.9.r, ro.2.2, rr.r, I.4, 13.1, 13.4, 13.5.r,
r3.5.2, 13.6, 14
Liens
2.r.2, 4.4.8,8.2.2, 9.3.3, 9.ro
Limitation on Consolidation or loinder
4.6.4
Limitations, Statutes of
4.6J, 12.2.6, \.7
Limitations of Liability
2.3, 3.2.1, 3.j.r, 3.7.3, j.r2.8, 3.12.ro, 3.12, 3.18,
4.2.5, 4.2.7, 4.2-12, 6.2.2, 9.4.2, 9.6.4, 9.6.7,
9.ro.4, ro.3.3, to.2.5, rr.r.2, u-2.r, 11.4.7, t2-2.5,
13.4.2
Limitations of Time
2.r.2, 2.2, 2.4, 3-2.r, 3.7.3,3.to, 3.rr, 3.r2.5, 3.r5-t,
4.2.7, 4.3, 4.4, 4.5, 4.6, 5.L, r.3, 5.4, 6.2.4,7.3,
7.4, 8.2,9.2, 9.3.t, 9.3.3, 9.4.r, 9.5, 9.6, 9.7,9.8,
9.9, g.ro, u.1.3, It.4.1.5, 11.4.6, u.4.ro, 12.2, r3.5,
t3.7, 14
Loss of Llse Insurance
11.4.3
Material Suppliers
r.6, 3.r2.r, 4.2.4, 4.2.6, 5.2.r,9.3, 9.4.2, 9.6,
9.ro.5
Materials, Hazardous
ro.2.4, 1o.3, lo.5
Materials, labor, Equipment and
r.r.3, r.r.6, r.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, j.12, 3.r3,
3.rJ.r, 4.2.6, 4.2.7, 5.2.t, 6.2.r, 7.3.6, 9.3.2, 9.3.j,
9.5.r.3, 9.ro.2, ro.2.r, ro.2.4, r4.2.r.2
Means, Methods, Techniques, Sequences and
Procedures of Construction
3.3.r, 3.r2.ro, 4.2.2, 4.2.7, 9.4.2
Mechanic's Lien
4.4.8
Mediation
4.4.r, 4.4.j, 4.4.6, a.4.8, 4.5, 4.6.t, 4.6.2, 81.r,
ro.5
Minor Changes in the Work
fHS DACUtffNI HAS ffvrcRfAl'lT UGN
CoNSEWENCES. CONSULfAfl 't wtf H N,t
Aff OAMY B ENCOUMGED WTH
RESPfCr TO IT5 COMPLENON OR
MOD'NCANON. AUf HENI ICAIDII OF ITIS
ELECr RONCNLY DRNTED AIA
NCUMENI MAY 8E MADE BY WNG AlA
DOCUMEN| DIAI.
This docurnent has been approvd and
etdorsed by tlc Associatd Gereral
Conl ractots of A r"ri ca.
::=
.grrltry,\11tttut.l
;EiIiJi+
tarra-
-ol99t AtAo
AIA DOCUMENT A2OI - 1997
GENERAL CONDITIONs OF THE
CONTRACT FOR CONSTRUCTION
fhe American In5litute of Architecrs
1735 New York Avenue, N.W.
Washington, D.C. 2mO6-5292
America; tnsrirure of nrchitecri.-'r,ri""'"ii-iim". ;:h;'"?i.ffi '#';#"i;:rJiJ';r':il;:"ll:
quolation_of its provisions withoul written permission oi the AIA violates the copyright laws of the United
ates and will subject the violaie fo legal prosecution. WARNTNG: Unlicensed ih"f,rcopying violates U.s.
-opyright laws and will subject the violator lo legal.prosecution. This dcicument was electrJniftlly produced
with.Permistion of the AIA and can be reproduied in arcordance with your license wiihout vioiaiion untilthe date of expiration as noted below. User Document: Oi - y2,l2@4. AIA License Number lll5OO7. which
expires on 5ll3l2Cc4.
r.r.r, 3.r2.8, 4.2.8, 4.3.6, 7 4 7.4
MISCELLANEOU5 PROVISIONS
l3
Modifications, Definition of
l l.l
Modifications lo the Contract
r.r.r, r.r.2, 3.7.3, J.r., 4.1.2, 4.2.r, 5.2.3,7,83.r,
9.7, ro.3.2, n.4.r
Mutual Responsibility
6.2
Nonconforming Work, Acceptance of
g.6.6,9.s.1,12.3
Nonconforming Work, Reiection and
Correction of
2.3, 2.4, 3.j.1, 4.2.6, 6.2.j, 9.5.t,9.8.2,9.9.3,
9.1o.4, 12.2.1, 13.2.1.3
Notice
2.2.r, 2.3, 2.4, 3.2.3, 3.3.r, 3.7.2, 3.7.4, 3.12.9, +3,
4.4.8, 4.6.5, 5.2.r, 8.2.2, 9.7, 9.ro, ro.2.2, u.1.3,
rr.4.6, 12.2.2, 12.2.4, r3.3,13.j.1, 13.S.2, 14.r, 14-2
Notice, Written
2.3, L4, 3.3.r, 3.9, 3.12.9, 3.r2.ro, 4.3, 4.4.8,
4.6.5, 5.2.1, 8.2.2, 9.7, 9.1o, ro.2.2, 1o.3, u.t.j,
rr.4.6, 12.2.2, rz.z.4, 13.3, r4
Notice oITesting and Inspections
13.5.1, 13.t.2
Notice to Proceed
8.2.2
Notices, Permits, Fees and
z.z.z, 3,7, 3.r3, 7.3.6.4, Lo.z.2
Observations, Contractor's
r.5.2, 3.2, 3.7.3, 4.3.4
Occupancy
2.2.2, 9.6.6, 9.8, 1r.4.r.5
Orders, Written
r.r.r, 2.1, 3.9, 4.3.6, 7, 8.2.2, rr.4.9, rz.L, r2.2,
13.5.2, 14.3.1
OWNER
2
Owner, Definition of
2.1
Owner, Information and Services Required of
the
zt.z,2.2, 3.2.1, 3.r2.4, 3.r2.ro, 4.2.7, 4.Jt, 6.r.3,
6.r.4, 6.2.5, 9.3.2, 9.6.r, 9.6.4, 9.9.2, 9.ro.3,
ro.3.3, rl.2, r|.4, 13.5.t, 13.5.2, t4.t.1.4, 14.1.4
Owner's Authority
r.6, 2.r-r, 2.3, 2-4, 3-4-2,3.6.1, l.l2.lo, 3.14.2,
4.r.2, 4.r.3, 4.2.4, 4.2.9, 4.3.6, 4.4.7, 5.2.1,5.2.4,
5.4.r, 6.r, 6J,7.2.t, 7.3.r,8.2.2, 8.1.1, 9.3.t, 9.3.2,
9.5.r, 9.9.r, 9.ro.2, ro.3.2, lr.r.3, ll.3.l, 1r.4.3,
u.4.ro, r2.2.2, 12.3.r, 13.2.2, 14.3, 14.4
Owner's Financial Capability
2.2.\ 13.2.2, t4.L.1.5
Owner's Liability Insurance
ll.2
Owner's Loss of Use Insurance
u.4.3
Owner's Relationship with Subcontractors
r.r.2, 5.2, 5.3, 5.4, 9.6.4, g.ro.2, 14.2.2
Owner's Right to Carry Out the Work
2.4, rz.z.4. 14.z..z-z
Owner's Right to Clean Up
6.3
Owner's Right to Perform Construction and to
Award Separate Contracts
5.1
Owner's Right to Stop the Work
2.3
Owner's Right to Suspend the Work
14.3
Owner's Right to Terminate the Contract
14.2
Ownership and tlse of Drawings, Specifications
and Other Instruments of Service
r.r.r, 1.5, 2.2. j, 3.2.1,3.u.r, l .r7.r, 4.2.12,5.3
Partial Occupancy or tlse
9.6.6,9.9, r.4.r.5
Patching, Cutting and
3.14, e.2.5
Paten|J
3.17
Paynrent, Applicat ions for
4.2.5, 73.8, 9.2, 9,3, 9.4, 9.5.r, 9.6-3, 9.7.t,
9.8.5, 9.ro.l, 9.1o.3, 9.ro.5, u.r.j, t4.2.4, 14.4.J
Payment, Certificates for
+.2.j, 4.2.9, 9.3.3,9,4, 9.5, 9.G.r, 9.6.6, 9.7.1,
g.ro.\ g.ro.3, r3.7, r4.r.L.3, L4.2.4
Paymenl, Failure of
4.3.6, 9.5.1., 9.7 , 9.to.t, t4.l.l.l, 14.2.1.2, 13.6
Payment, Final
4.2.r, 4.2.9, 4.3.2, 9.8.t, 9.ro, ll.l.2, u.1.3, ll.4.r,
rr.4.t, 12.3.r, rt7, 14.2.4, 14.4.3
Payment Bond, Performance Bond and
7.3.6.4, 9.6.7, 9.ro.3, u.4.9, l l.5
Payments, Progress
4.3.3, 9.3, 9.6, 9.8.5, 9.ro.3, \.6, 14.2.3
PAYMENTS AND COMPLETION
9
Payments to Subcontractors
5.4.2, 9.5.r.3, 9.6.2, 9.63, 9.6.4, 9.6.7, 11.4.8,
t4.2.r-2
PCB
lo.J.r
Performance Bond and Payment Bond
7 J.6.4,9.6.7,g-Lo.t, [.4.9, | 1.5
Permits, Fees and Notices
z.z.z, 3.7, 3.r3, 7.3.6.4, ro.t.2
PERsONS AND PROPERTY, PROTECTION
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TTI,' @CUMENI H,S
'MrcRIN'If
I8GAL I
CO\'ISEQUE\KES. cONSULtAnoN wfiH N! la
Af |ORNEY I' EI'ICOUMGED WTH
RESPECr fO
'rS
CONtPtEftON OR
NtoDtFICAflON. AUIHENfiCAIION OF ttrs a
EIECIROMCAJIY DMf TED NA II
DOCIJMENI MAY 8E MADE 8Y USING NA .
DOCUMENI D&'.
This.docu.ment.has been approved ard Ierdorsed by fhe Associated General
Contractors of AzJe ca.
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American Institute of Architecls. Fifleenfh Edition. Reproduction of the material herein or substintial
quotalion of if! provisions withoul writlen permission of ihe AIA violates the copyright laws of the Uniled'tates and will subject the violate to leSal prosecution. WARNING: Unlicensed photocopying violates U.S.
:opyrighl laws and will subject the violator lo legal prosecution, This document was electronically produced
with permission of lhe AIA and can be reproduced in accordance wilh your lrcense wilhout violation until
lhe dale of expiration as noted below. User Documenl: 03 -- 3nA2@4. AtA Licenre Number lll5OO7, which
expires on 5ll3l20o4.
a
ot99, AtA@
AIA DOCUMENT A2O'I - 1997
GENERAL CONDITTONS OF THE
CONTRACT FOR CONSTRUCTION
The American Institute of Architects
l7f 5 New York Avenue, N.W.
Washinglon, D.C. 20OO5.5292
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Polychlorinated Biphenyl
ro.3,r
Product Data, Definition of
3.12-2
Product Data and Samples, Shop Drawings
3.r1,3.12, 4.2.7
Progress and Completion
4.2.2, 4.3.3, 8,2, 9.8, 9.9.r, r4.r.4
Progress Payments
4.3.1, 9.3,9.6, 9.8.5, 9.ro.3, 13.6, 14.2.3
Proiect, Definition of the
t.1.4
Proiect Management Protective Liability
Insurance
ll.3
Proiect Manual, Definition of the
r.r.7
Proiect Manuals
2,2.5
Proiect Representatives
4.2.rO
Property Insurance
ro.z.5, I1.4
PROTECTION OF PER5ONS AND
PROPERW
lo
Regulations and Laws
r.5, 3.2.2, 3.6, 3.7, 3.12. to, 3.U, 4.1.1, 4.4.E, 4.d,
9.5.4, 9.9.r, ro.2.z, u.l, n.4, ll.l, 13.4, 13.5.1,
r3.5.2, ry.5, 14
Reiection of Work
3.5.t, 4.2.6, r2.2.t
Releases and Waivers of Liens
9.ro.2
Representations
r.j.2, 3.j.r, 3.12.6, 6.2.2,8.2.r, 9.3.3, 9.4.2,9.5.t,
9.8.2, 9.ro.r
Representatives
2.1.r, 3.r.r,3.9, 4.L.r, 4.2.r, 4.2.tO,5.r.1, 5.r.2,
13.2.1
Resolution of Claims and Disputes
4.4, 4.5,4.5
Responsibility for Those Performing the Work
3.3.2, 3.r8, 4.2.j, 4.1.8, 5.3.r, 6.r3, 6-2, 6.3, 9.5.t,
lo
Retainage
9.3.t, 9.6.L, 9.8.5, 9.9.r, 9.ro.2, 9.ro.3
Review ofContract Documents and Field
Conditions by Contractor
r.5.2, 3.2, 3.7.3, 3.t2.7, 6.r.3
Review ofContractor's Subrnittals by Owner and
Architect
3.lo.l, 3.ro.2, 3.rr, 3.r2, 4.2, 5.2, 5.r.3, 9.2, 9.8.2
Review ofShop Drawings, Product Data and
Samples by Contractor
3.12
Rights and Remedies
r.r.2,2.3, 2.4, 3.5.r,
'r5.2,
4.2.6, 4-3.4, 4.5, 4.5,
j.3, 5.4, 6.r, 6.3, 7.5.r, 8J, 9.j.r, 9.7, ro.2.j, ro.3,
r;..z.z, r2.2.4,13.4,4
Royalties, Patents and Copyrights
3.17
Rules and Notices for fubitration
4.6.2
Safety of Persons and Property
IO.2, ro.6
Safety Precautions and Programs
3.3.r, 4.2.2,4.2.7, s.3.r, lO.l, 1o.2, 10.6
Samples, Definition of
3.12.3
Samples, Shop Drawings, Product Data and
3r,3.12,4.t.7
Samples at the Site, Documents and
3.il
Schedule of Values
9.2,9.3.t
Schedules, Construction
r.4.r.2, 3.to, J,r2.1, 1.12.2, 4.3.7.2, 6.r.3
Separate Contracts and Contractors
r.r.4, j.12.5, 3.14.2, +2.4, 4.2.7, 4.6. 4, 6, 8 3.1,
\.4.7, r2.r.2,12.2,5
Shop Drawings, Definition of
J.l2.l
Shop Drawings, Product Data and Samples
3.n,3.12, 4.2.7
Site, llse of
3.r1, 6.1.r, 6.2.r
Site Inspections
r.2.2, 3.2.r, 3.3.3, 3.7.r, 4.2, 4.3.4,9.4.2, 9.lo.r,
rJ.)
Site Visits, Architect's
4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.5.r, 9.9.2, g.ro.r, r3.5
Special Inspections and Testing
4.2.5, r2.2.r, r3.5
Specifications, Definition of the
r.r.5
Specifications, The
r.r.r, 1.1.5, Lr.7, r.2.2, r.6,3.u, 3.12.ro, l.rz
Statute of Limitations
4.63, 12.2.6,8]
Stopping the Work
2.3, 4.3.6, 9.7, ro.3, L4.r
Stored Materials
6.2.1, 9.3.2, 1o.2.r.2, lo-2.4, u-4.r.4
Subcontractor, Definition of
5.t.1
SUBCONTRACTORS
5
fHE DXUMEN| HAS IMPONI$IT LEGAL
CONSEOUEI,ICE'. CONSULIAT'ON Wf H AN
A|TORNEY I' ENCOURAGED WITH
RESPECI fO tfs COMPtIftON OR
waF,cAItoN. AUf ,lENftCAf//ON OF nn,
N.ECI NOMCAUY DRN| ED NA
ooCUMENi MAY BE MADE 8Y USING NA
DOCUMENT D&1.
fhis doament has been approvd atd
erdorsed by flr- Asnciatd Gercrd
Cont r actors of An|'.ri ca.
ot997 A|AO
AIA DOCUMENT A2OI . 1997
GTNERAL CONDITION5 OF IHE
I
CONTRACT FOR CONsTRUCTION
American Inslilute of Architects. Fifteenlh Edition. Reproduclion of lhe material herein or substintial The American Institut€ of Architectsquotation.of its provisions wilhout written permission of lhe AIA violates the copyright laws of the United U35 New york Avenue, N-W.
tates and will subject the violale to legal prosecution. WARNING: Unlicensed phot-ocopying violates U.S. Washington, D.C. 20006-5292iopyright laws and will subjecl the violator to legal prosecution. Ihis dorument was electioniially produced
with.permission of the AIA and can be reproduced in accordance with your license without vioiation until
the dale of expiralion as noted below. User Documenl: O] -- 3l2}t7cfJ,4. AtA License Number ll15OO7, which
expires on 5/IY2OO4.
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Subcontractors, Work by
t.2.2, 3.3.2, 3.t2.r, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.r.2,
9.5.7
Subcontractual Relations
5,3, s.l, g.s.r.z, g-d, 9.ro ro.2.l, r.4.2, u.4.8,
14.r, r4.2.\ 14.j.2
Submittals
r.6, 3.ro, 3.u, 3-12, 4.2.7, 5.2.r, 5.2.3,7.3.6,9.2,
9.3, 9.8, 9.9.r, 9.1o.2, 9.ro.3, u.1.3
Subrogation, Waivers of
e.r.r, rr.4.5, 11.4.7
Substantial Completion
4-2.9, 8.r.r, 8.r.3, 8 .2.3, 9.4.2,9.8, 9.9.r,9.ro.3,
9.ro.4.2, t2.2, r3.7
Substantial Completion, Delinition of
9.8.1
Substitution of Subconlractors
5.2.3, 5.2.4
Substitution of Architect
4.r.3
Substitutions of Materials
3.4.2, 3.5.r, 7.3.7
Sub-subcontractor, Definition of
5.r.2
Subsurface Conditions
4.3.4
Successors and Assigns
I3.2
Superintendent
3.9, rc.2.6
Supervision and Construction Procedures
n.z,3.3, 3.4, 3.r2.ro, +2.2, 4.2.7, 4.31,6.r.3,
6.2.4,7.r.J,7.3.6,8.2, 8.j.r, 9.4.2, ro, 12, 14
Surety
4.4.7, 5.4.1.2, 9.E.5, 9.Lo.z, 9.ro.3, 14.2.2
Surety, Consent of
9.ro.2,9.ro.3
Suweys
2.2.3
Suspension by the Owner for Convenience
14.4
Suspension of the Work
5.4.2, 14.3
Suspension or Termination of the Contract
4.3.6, 5.4.r.1, rr.4.9, 14
Taxes
3.5, 3.8.2.r, 7.3.0.4
Termination by the Contractor
4.3.ro, 14.l
Termination by the Owner for Cause
4.3.ro,5.4.r.r, 14.2
Termination of the Architect
4.r.3
Terminalion of the Contractor
14-2-2
TERMINATION OR SUSPENSION OF THE
CONTRACT
l4
Tests and Inspections
3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, g.EJ, 9.9.2,
9.ro.r, ro.J.2, u.4.t.r, rz.r.r,l3.5
TIME
8
Time, Delays and Extensions of
3.2.3, 4.3.r, 4.3.4, 4.3.7 , 4.4.5, 5.2.3, 7.2.r, 7.3.r,
7.4.r, 7.5.r, 8.1, 9.5.t, 9.7.t, ro.3.2, 1e.6.r, 14.3.2
Time Limits
2.r.2, 2.2, 2.4, 3.2.L, 3.7.3,3.ro,3.u, 1.12.5, 3.r5.r,
4.2, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 5.2.4, 7.3,
7. 4, 8.2, 9.2, 9.3.r, 9.r3, 9.4.r, 9.5, 9.6, 9.7, 9.8,
g.g, g.ro, ll.l.3, tr.4.1.5, u.4.6, rl.4.1o, 12.2, 13.5,
13.7, L4
Time Limits on Claims
4.3.2, +.2.+, q.t.s, 4.4, 4.s, 4.6
Title to Work
9.3.2,9.3.3
UNCOVERING AND CORRECTION OF
WORK
12
Uncovering of Work
l2.l
Unforeseen Conditions
4.1.4, 8.3.1, lo.3
Unit Prices
+.3.9,7.3.3.2
Llse of Documents
r.r.r, r,6, 2.2.j, 3.12.6, 5.3
Ilse of Site
3.13, e.r.r,6.u.r
Values, Schedule of
9.2, g.t.t
Waiver of Claims by the Architect
t3.4.2
Waiver of Claims by the Contractor
4.3.ro, g.lo.5, r1.4.7, 13.4.2
Waiver of Claims by the Owner
4.3.ro, 9.9.3, 9.10.3, 9.to.4, 1r.4.3, rr.4.5, rr.4.7,
12.2.2.r, 13. 4.2, r4.2. 4
Waiver of Consequential Damages
4.3.1O, r+.2.+
Waiver of Liens
9-ro.2, 9.ro.4
Waivers of Subrogation
6.r.r, u.4.5, 11.4.7
Warranty
3.5, +.2.9, 4.3.5.3, 9.3.3, 9.E.4, 9.9.t, 9.ro.4,
12.2.2, r3.7.1.3
Weather Delays
4.3.7.2
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r,{t DocuMENt HAS MrcRf/i'tf IIGAL Ico sEOUENcEs. co{swrAflou wrH AN IAf rORrffY ,t EiICOIJF,AIGED WITH
RESpfCT TO IT' COMPITT'ON OR
M@tFtcAftoN. AUTHENUCAIION OF f rfls f
EUCTRONCAIIY DRr'trIED ATA ]
DOCUMENT MAY 8E WDE 8Y WNG NA .
Do(.UlvIENf UlOl.
'Hlxr;l*tx:,,"1xf,1. I
Cont nctors of AtrF,r ica -
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AIA DOCUMENT A2OI - 1997
GENERAT CONDITIONS OF THE
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CONTRACT FOR CONSTRUCrION
American Instilule of Architecls. Fifteenth Edition. Reproduclion of the material herein or substintial The American Instifute of Architectrquotation of ils provisions without written permission of lhe AIA violales the copyright laws of the United 1735 New york Avenue. N.W.'tater and will subject lhe violale to legal prosecution. WARNING: Unlicensed photocopying violaies U.S. washinqton, D.C.2OOd-5292
'opyright laws and will subject fhe violalor lo legal prosecution. This documenl was electronically produced
with permission of the AIA and can be reproduced in accordance with your license without violaiion until
the date of exPiration as noled below. User Document: 03 - y2Ot2OO4. AIA l-icense Number 'lll5OO7, which
expires on 5/13/2OO4.
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Work, Definition of
1.r.3
Written Consent
r.5, 3.4.2,3.12.8, 3.14.2, 4.r.2, 4.3.4, 4.5.4, 9.3.2,
9.8.5,9.9.r, 9.ro.z, 9.1o.3, u.4.1, 13.2, 13.4.2
Written Interpretations
4.2.11, 4.2.12, 4.3.6
Written Notice
2.3, 2.4,3.3.\ 3.9,3.12.9, 3.r2.ro, 4.3, 4.4.8,
4.6.5, 5.2.r, 8.2.2, g.7, 9.ro, ro.2.2, lo.J, lt.r.3,
1r.4.6, 12.2.2, rz.z.4, 13.3,4
Written Orders
L.r.L, 2.J, 3.9, 4J.6, 7,8.2.2, rr.4.9, r2.r, r2.2,
13.5.2, 14.3.r
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ARTICLE I GENERAL PROVI5IONSI.I BASIC DEFINITION5
I.I.I THE CONTRACT DOCUMENTS
The contract Documents consist of the Agreement between owner and contractor(hereinafter the Agreement), Conditions of Lhe -Contract (General, Supplementary and other
conditions), Drawings, specifications, Addenda issued prior to .*..uiion of the contract,
other documents listed in the Agreement and Modificitions issued after execution of the
Contract. A Modification is (r) a written amendment to the Contract signed by both parties, (2)
a change-order, (3) a construction changg Directive or (4) a wiuen oider for a mirior changein the work issued by the fuchitecr. uiless specifically enumerated in the Agreement, t[econtract Documents do nol include other- documints such as bidding Lquiremenrs
(advertisement or invitation to bid, tnstructions to Bidders, sample forms, the -ontractor's bid
or portions ofAddenda relating to bidding requirements).
I,I.2 THE CONTRACT
The Contract Documenl.s form the Contract for Construction. The Contract reDresents the
entire and integrated agreement between the parties hereto and supersedes prior negotiations,
representations or agreements, either w tten or oral. The coniract mav be ariended or
modified only by a Modification. The Contract Documenls shall not be construed to create a
contractual relationship of any kind (r) between the Architect and Contractor, (z) between the
owner and a subcontractor or sub-subcont ractor, (3) betwe€n the owner and Aichitect or (4)
between a.ny Persons or entities other than the Owner and Contractor. The Architect shiil,
however, be entitled to performance and enforcement of obligations under the Contract
intended to facilitate performance ofthe Architect,s duties.
I.I,3 THE WORK
The term "Work'tneans the construction and services required by the Contract Documents,
whether.completed or parlially completed,-and includes afl other iabor, rnaterials, equipmeni
and services provided or to.be provided by the Contractor to fullill the Contractor's obiigirions.
The Work may constitute the whole or a part of the prolect.
I.I.4 THE PROJECT
The Proiect is the total construction of which the Work performed under the Contracl
Documents may be the whole or a part and which may includi construction by the owner or
by separate contractors.
I.I,5 THE DRAWINGS
The Drawings are the.Sraphic and pictorial portions of the Contract Documents showing the
design, location and, dimensions of the work, generally including plans, elevations, s".iions,
details, schedules and diagrams.
I.I.5 THESPECIFICATIONS
American Inslitute of Architects. Fiffeenth Edition. Reproduction of the material herein o
quolation.of ils provisions without wrirten permission oi the AIA violates the copyright laws,
American Inslitute of Archilects. Fiffeenth Edition. Reproduction of the material herein or substintial
quolation of iis provisions without written permission oi the AIA violates the copyrieht laws of the United'tates and will subject the violate to legal proseculion. WARNTNG; Unlicensed pho6copvins violates U.S.iopyri6ht laws and will subjecl the violaior to legal proiecution. This document was elect'rJni6"3lly produced
with permission of the AtA and can be reproduied in accordance wilh your license without vioiation until
lhe dale of exPiration as noted below. User Document: ot -- 3l2,l2ctr,4. AIA Li."nru Number lll5OOZ. which
expires on 5ll3l2@4.
TT$ DOCUMENI T'r'.s vIpo/RTANI UGN
coNsEouENcE' c6t5uf AftoN wtfH N,t
Af TORNEY IS ENCo{,JP,4,GTD Wf H
RESPECI fO tf' CoMPtrftot'l oR
MOO|F|CAT|ON. AUf HENI'CA0ON OF tt{S
EITCr ROMCNTY DMF| ED NA
DOCUMENI MAY BE MADE 8Y IJSING AIA
D&UMEN| D4OI,
fhis document has been approvd atd
edord by E Associetd Gerctal
Cont r actors of America.
@t99t A|AO
AIA DOCUMENI A2O] - 1997
GENERAL CONDITIONS OF THT
CONTRACT FOR CON5TRUCTION
The American Institute of Architects
1735 New York Avenue, N.W.
Washinglon, D.C. 20@6-5292
The .Specificatlons are that portion of the Contract Documents consisting of the written
requirements for materials, e<luipment, systems, standards and workmanship fir the work, andperlormance ol related servtces.
I.I,7 THE PROJECT MANUAL
The .Project Manual is a volume assembled for the wo* which may include the bidding
requirements, sample forms, Conditions ofthe Contract and Specifications.
1,2 CORRELATION AND INTENI OF THE CONTRACT DOCUMENTS1.2.1 The intent ofthe Contract Documents is to include all items necessary for the proper
execution and completion of the work by the contractor. The contract bocum"nt "r"cornplementary, .and what is req.uired by. one shall be as binding as if required by all;
performance by the Contractor shall be required only to the extent coniistent with the Contract
Documenl.s and reasonably inferable from them as being necessary to produce the indicated
results.
1,2.2 organization of the specifications into divisions, sections and articles, and
arrangement of Drawings. shall not control the contractor in dividing the work among
Subcontractors or in establishing the extent of Work to be performed by any trade.
1.2'3 Llnless otherwise stated in the contract Documents, words which have well-known
technical or construction industry meanings are used in the Contract Documents in accotdance
with such recognized meanings.
I,3 CAPITALIZATION
1.3-.1 - Terms capitalized in these General Conditions include those which are (r) specifically
defined, (z) the titles of numbered articles and identified references to piragraphs,
subparagraphs and clauses in the document or (3) the titles ofother documents publisiei by
the American Institute of Architects.
I.4 INTERPRETATION
l'4'l [n the interest of brevity the contract Documents frequently omit modifiing words
such as "all" and 'any' and articles such as "the" and "an," but ihe fact that a moiifie'r or an
article is absent from one statemenl and appears in another is not intended to affect the
interpretation of either statement-
I.5 EXECUTION OF CONTRACT DOCUMENTS
1.5.1 The contract Documents shall be signed by the owner and contractor. If either the
owner or contractor or both do not sign all the contract Documents, the Architect shall
identifr such unsigned Documents upon request.
1.5.2 Execution of the Contract by the Contractor is a representation that the Contractor
has visited the site, become generally familiar with local condiiions under which the Work is tobe performed and correlated personal observations with requirements of the contract
Documents.
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coNsEouElvlcE . couswtAftoN wnH Nt a
AT|8NEY I' ENCOI]RAGED W'fH
RE'PECI TO ITS COI/IPUTION OR
rtri#ii::iiii;,Hi!fll o' rus fDOCUTWN| MAY 8E MADE 8Y IJSING NA
D&UMENT DQI,
fhis document hx been approvd ar
edorsd by tln Asnciatd c**rdd t
Contr actor s of Anlf"ri ca.I
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1.6 OWNER5HIP AND USE OF DRAWINGS. 5PECIFICATIONS AND OTHER
INsTRUMENIs OF SERVICE
!'6.1 The Drawings, Specificalions and other documents, including those in electronrc
form, prepared by the fuchitect and the Architect's consultants are Initruments of servrce
through which the work to be executed by the Contractor is described. The contractor may
retain one record set. Neither the contractor nor any Subcontractor, Sub-sukontractor or
material or equipment supplier shall own or claim a copyright in the Drawinss, Specifications
and other documents prepared by the fuchitect or lhe Architect's consultints, and unless
otherwise indicated the Architect and the Architect.'s consultants shall be deemed the authors of
American Institute of Architects. Fifteenth Edition. Reproduction of fhe material herein or substintial
luolation of ils provisions wif hout written permission of the AIA violates the coovriqht lawq of rh" r tt-'iro.lluolation of ils provisions wifhout written permission AIA violates the copyright laws of the United
o1997 AtAO
AIA DOCUMENT A2OI - 1997
GENERAT CONOITION5 OF THE
CONTRACT FOR CON5IRUCTION
The American tnstitute of Architects
'1715 New York Avenue. N.W.
Washington, D.C. 20oo6-5292iates and will sublect the violale lo leSal proseculion. WARNING: Unlicensed phoi6copying violates U.s.
cop_yright laws and will subiect lhe violator to legal prosecution. lhis document was electioniially produced
wilh permission of the AIA and can be reproduced in accordance with your license without vioiation until
the date of expiralion as noled below. User Document: 03 -- 3l2Ol2OO4. AIA License Number 'lll5OOZ, which
expires on 511Y2(n4.
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them and will retain all common law, statutory and other reserved rights, in addition to the
copytights. All copies of Instruments of service, except the contract6r's record se[, shall be
returned or suitably accounted for to the Architect, on iequest, upon completion of the work.
The..Drawings, Specilications and other documents pr.p"red by the'Architect and the
Architect's consultants, and copies thereof furnished to tie ^contracior,
are for use solely with
respect to this Proiect. They are not to be used by the contractor or any subcontractoi, sub-
subcontractor or material or equipment suppliei on other proiects or for additions to this
Proiect outside the scope of the work without the specifii written consent of the owner,
Architect and the fuchitect's consultants. The Contraclor, Sukontractors, Sub-srrkontractors
and material or e_qtripment suppliers are authcrized to use and reproduce applicable portions ofthe. Drawings, Specifications and other documents prepared by the- fuchiteci and the
Architect's consultants appropriate Lo and for use in the eiecution of their work under the
contract Documents. All copies made under this authorization shall bear the stal.utory
copy, ight notice, ifany, shown on the Drawings, Specifications and other documents nrenaredby the fuchitect and the fuchitect's consultints.- Submittal or distribution to meei oilicial
regulatory requirements or for other purposes in connection with this project is not to be
construed as publication in derogation of the Architect's or Architect's consuftants' copl,rights
or other reserved rigbts.
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ARTICLE 2 OWNER2.1 GENERAL
2.1.t The Owner is the person or entity identified as such in the Agreement and is referred
to throughoul the Contract Documents as if singular in number. The Owner shall designate inwriting a representative who shall have express authority to bind the Owner with respit to all
matters requiring the Owner's ap-proval or authorization. Except as ol.herwise prbvided in
Subparagraph 4.2.1, the Architect dbes not have such authority. The term'owneri means the
Owner or the Owner's authorized representative.
2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a
written request, information necessary and relevant for the Contractor to evaluate, eive noticeof or enforce mechanic's lien rights. Such information shall include a correct statenient ofthe
record le€al Litle to the Property on which the Project is located, usually referred to as the site,
and the Owner's interest therein.
2.2 INFORMATION AND SERVICES REOUIRED OF THE OWNER2'2.1 The Owner shall, at the wtitten request of the Contractor, prior to commencernent ofthe Work and thereafter, furnish to the Contractor reasonable evidence that financial
ar-rangemenls have been made to fulfill the Owner's obligations under the Contract. Furnishingof such evidence shall be a condition precedent to commencement or continuation of thEwork- After such evidence has been iurnished, the owner shall not materially vary such
financial arrangements without prior notice to the Contractor.
2.2,? Except_ for permits and fees, including those required under Subparagraph 3.7.r, which
are.the responsibility ofthe Contractor under ihe Contrict Documents, tire O-wner ihall secure
and pay for necessary approvals, easements, assessments and charges required for construction,
use or occuPancy ofpermanent structures or for permanent changis in existing facilities.
2.2.3 The Owner shall funrish surveys describing physical characteristics, legal limitations
and utility loc.ations for the site of the proiect, ind a legal description of"the site. The
Contractor shall be entitled to rely on the accuracy of informition furnished by the Owner but
shall exercise proper precautions relating to the safe performance ofthe Work.
2.2'4 Information or services requited of the Owner by the Contract Documents shall be
furnished by. the Owner with reasonable promptness. Any other information or seryices
relevant to the Contractor's performance o? the-Work under the Owner's control shall be
.- ---rr'.o,. rJot. larv, Itto, Itot, t:ry,, oy lng
American lnstitute of Architects. Fifteenth Edition. Reproduction of the material herein or substantialquolation.of ils provisions wilhoul writlen permission oi the Ata violates rhe copyright laws of the United
:ates and will subject lhe violate to legal prosecution. WARNING: Unlicensed photLopying violates U.5.
cop.yright laws and will subiect the violalor io legal prosecution. This document was electroniially produced
with.permission of the AIA and can be reproduied in accordance with your license without vioiation until
the dafe of exPiration as noted below- User oocument: 03 -- 3t2O12c/J4. AIA License Number lu5OO7. whi(h
exp ires on Sll3lzco4.
fHs 0oCUNENr HAS
'MTR|NIT
LEGAL
Cfi{SEOUENCES. CON'ULTAIION Wf H AN
Af |SNEY I' ENCOURAGED WTH
nEsPfct fo lfs coMPt ETtoN OA
tl,oDtFlcAftoN. AUft#.NncAnoN oF f HS
EIf Cf RO!{CNTY DMF T ED NA
NCUA/ENr MAY 8E MADE 8Y IJSINo NA
DOCUMENT OQI.
flis dxunent lras fun approvd atd
erdorsed by flr' Associated General
Contradors of Anwica.
or997 A|AA
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION
The American Institute of Architects
'1735 New York Avenue, N.W.
Washington, O.C. 20@5-5292
W
furnished by the Owner after receipt from the Contractor of a written request for such
information or services.
2'2,5 tlnless otherwise provided in the Contracl. Documenls, the Contractor will be
furnished,- free of charge,.such- copies of Drawings and proiect Manuals as are reasonably
necessary for execution of the Work.
2.3 OWNER'S RIGHT TO STOP THE WORK
2.3.1 If the Contractor fails to correct Work which is not in accordance with the
requiremexts of the Contract Documents as required by Paragraph r2.2 or persistently fails to
carry out Work in accordance with the Contract Documents, the Owner may issue a wntten
order to the Contractor to stop the Work, or any portion thereof, until the cause for such order
has been eliminated; however, the right of the Owner to stop the Work shall not s.ive rise to aduty on lhe part of the Owner to exercise this. right for the benefit of the Contrictor or any
other person or entity, except to the extent requted by Subparagraph e.r.3.
2.4 OWNER'S RIGHT TO CARRY OUT THE WORK
2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and fails within a seven-day period after receipt of written notice from
the Owner to commence and continue correction oisuch default or neglect with diligence and
PromPtness, the Owner may after such seven-day period give the Contractor a r"corid writt"n
notice to correct such deficiencies within a three-day period. If the Contractor within such
three-day period after receipt ofsuch second notice failito commence and continue to correct
any deficiencies, the own_er rnay, without preiudice to other remedies the owner may have,
correcl such deficiencies- fn such case an appropriate Change Order shall be issued deducting
froln_ payments then or thereafter due the Contractor the ieasonable cost of correcting sucfr
deficiencies, including Owner's expenses and compensation for the fuchitect's additional
services made ne-cessary by such default, neglect or failure. such action by the owner and
amounts charged to the Contractor are both subject to prior approval of the Architect. If
Payments then or thereafter due the Contractor are not sufficient to cover such amounts, the
Contractor shall pay the difference to the Owner.
ARTICLE 3 CONTRACTOR
3.I GENERAL
3.1' l The Contractor is the penon or entity identified as such in the Agreement and is
referred t<; throughout the contract Docunrents as if singular in number. lhe ternr"Contraclor' rneans the Contractor or the Contractor's authorized representative.
3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents.
3'1.3 The Contractor shall not be relieved ofobligations to perform the Work in accordance
with the Contract Documents either by activities or duties of the fuchitect in the Architect's
administration of the Contract, or by tests, inspections or approvals required or performed by
persons other than the Contractor.
3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY
CONTRACTOR
3.2.1 Since the Contract Documents are complementary, before starting each portion of Lhe
work, the contractor shall carefully study and compare the various Drawings aud other
Contract Documents relative to that portion of the Work, as well as the information furnished
by the owner pursuant to subparagraph 2.2.3,-shall take field measurements of any existing
conditions related to that portion of the Work and shall observe any conditions at the siti
affecting it. These obligations are for the purpose of facilitating construction by the Contractor
and are not for the purpose of discovering errors, omissions, or inconsistenciei in the Contract
Documents; however, any errors, inconsistencies or omissions discovered by the Contractor
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TTTS DOCUMENT HA' rITI'PORTN{I UGAL- , L
Ca|/6EOUE\'[CES. COtttSULf AflON WttH N{ a
AtfoRNEY tS ENCO\RAGED WrH I
RESPECT rO tf' COtmErtoN oR
DAdFTATION. AUTHENTICAIION OF TH' _
EIECIRONICALLY DRAFfEDNA T
DOCUMENT MAY 8E WDE BY USTNG NA IDOCU\4EN| D&t.
ftHW'iFH"i,J'x#:f ICont|actors of Arne ca.
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GENERAL CONDITIONS OF THE .
CONTRACT FOR CONSTRUCTION
tr' uy Ine
American Instifule of Architects. Fifleenth tdition. Reproducfion of the malerial herein or substantial
quotation of its provisions wilhout written permission of the AIA violales the copyright laws of the United I
t
I
The American Institute of Architects
1735 New York Avenue. N.W.
Washington, D.C. 20006-5292states and will subjecl the violale io legal prosecution. WARNING: Unlicensed photocopyinq violates U.S.'opyright laws and will tubject the violalor to legal prosecution. This document was elecrroni-ally produced
with permission of ihe AIA and can be reproduced in arcordance wifh your license wilhout vioiation until
the date of exPiration as noled below. User Documenl: 03 -- 3t2ol2@4. AIA License Number lll5OO7. which
expires on 511311cc4.
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shall be reported promptly to the Architect as a request for information in such form as the
fuchitect may require.
3.2.2 , Any design errors or omissions noted by the Contractor during this review shall be
reported promptly to the Architect, but it is recognized that the Contractor's review is made in
the Contractor s capacity aJ a contractor and not as a licensed design professional unless
otherwise s.Pecifitally provided in the Contract Documents. The Contritoi is not required to
ascertain that the contract Documents are in accordance with applicable laws, statures,
ordinances, building_codes, and rules and regulations, but any nonconT;rmity discovered by or
made known to the Contractor shall be reported promptly to ihe Architect.
3.2.3 If the contractor believes that additional cost or time is involved because of
clarilications or instructions issued by the fuchitect in response to the Contractor's notices or
re.quests for inform.ation pursuant to Subparagraphs 3.2.r ind 3.2.2, lhe contractor shall make
C.lljms as prgvided in Subparagraphs 4.3.5 and 4.3.2. If the Conl.ractor fails to perform the
obligations of subparagraphs 3.2.r and 3.2.2, the contractor shall pay such costs and damaees ro
the Owner as would have been avoided if the Contractor had peiformed such obligationsi The
contractor shall not be liable to the owner or Architect foi damages resulting hom errors,
inconsistencies or omissions in the Contract Documents or for differences -between field
measurements or conditions and the Contract Documents unless lhe Contractor recognized
such.enor, inconsistency, omission or difference and knowingly failed to report it io the
fuchitect.
3.3 SUPERVISION AND CONSTRUCTION PROCEDURES3.3'l The Contractor shall supervise and direct the Work, using the Contractor's best skill
and attention. The Contractor shall be solely responsible for and have control over construction
means, methods, techniques, sequences and procedures and for coordinating all portions ofthework under the contract, unless the contract Documents give other s[ecific instructions
concerning these matters. If the Contract Documents give specilic instructions concerning
construction means, rnethods, techniques, sequences or procedures, the contractor shall
evaluate. the- iobsite.safety -thereof and, except as stated below, shall be fully and solely
ysponlble for thejobsite safety ofsuch means, methods, techniques, sequences oi procedures.If the contractor delermines that such means, methods, techniques, s"ouences or'Drocedures
may not be safe, the Contractor shall give timely written notice to the Ourner and Arihitecr and
shall not proceed with that portion o? the Woik withoul further written instructions from the
Architect. If the contractor is then instructed to proceed with the required means, methods,
techniques, sequences .or_ procedures without icceptance of changes proposed by the
Contractor, the Owner shall be solely responsible for any resulting loss or damige.
3.3.2 The contractor shall be responsible to the owner for acts and omissions of the
contractor's employees, subcontractors and their agents and employees, and other persons or
entities performing portions of the work for or 6n behalf of ihe contractor or iny of its
Subcontractors.
3.3.3 The contractor shall be responsible for inspection of portions of work already
performed to determine that such portions are in propeicondition to receive subsequent work.
3.4 LABOR AND MATERIALS
3.1.1 unless otherwise provided in the contract Documents, the contractor shall provide
and pay for labor, materials, equipment, tools, construction equipment and machinery, water,
heat, utilit':s, transporlation, and other facilities and servicei nicessary for proper eiecution
and completion of the Work, whether temporary or permanent 'and whether or not
incorporated or to be incorporated in the Work -
3.4.2 The contraclor may make substitutions only with the consent of the owner, after
evaluation by the fuchitect and in accordance with a Change Order.
f 115 DOCUMEN| HAS IMPORTilII ITGAL
CO|{5EQUENCEj. COMUL| AiION WI|H AN
ATf ORNEY 15 ENCOURAGEO Wf H
RE PEC| fO IfS COMPIE\ION ON
MODIFICA\ ION. AUIHENIICAiION OF THS
EIECrRONIC/JIY DRAFIEO NA
DOCUMENT MAY M MADE EY USING NA
0oCUMENT D4OI.
fhis document has been approvd arl
etd,orsd by Ilr' Associatd Generd
Cont r actor s of Ar|F"rica.
la ttatt '
L\N'IJE4
a'?t*r';
-o1997 A|AO
AIA DOCUMTNT A2OI . 1997
GENERAL CONDITIONS OF THE
CONIRACT FOR CONSTRUCTION
The American Institute of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
n
American-rnsritute of erchitectsl'rir-,""^i[-iirtr*. ii*ti*r#""i ffi';;;"iffi"#';.';;;;:";i::
luotalion.of its Provisions without r^/ritlen permission oi the AIA violates the copyright laws of lhe United
,tales and will subject lhe violale to legal prosecution. WARNING: Unlicensed phoicopying violates U.5.
coP.yriSht laws and will subject the violator to leSal prosecuiion. This document was electroniially produced
with permission of the AtA and can be reproduced in accordance with your license wilhout vioiation unfil
the date of expiration as noled below. User Document: 03 -- y2c,t2cr]'4. AIA License Number lll5oo7, which
exoires on 5nl/2OO4
3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's
employees and other persons carrying out ihe contract. The contractor shall not. permit
employment of unfit persons or personl not skilled in tasks assigned to them.
3.5 WARRANTY
3.5'l The contractor warrants to the owner and Architect that materials and equipment
furnished under the contract will be of good quality and new unless otherwise ,.quir"d ot
Permitted by the Contract Documents, that the Work will be free from defects not inirerent in
the quality required or permitted, and that the work will conform to the requirements of the
Contract Documents. Work not conforming to these requirements, includingiubstitutions not
properly approved- and authorized, may be cotrsidered defective. The Con-tractor's warranry
excludes remedy for damage or defect caused by abuse, modifications not executed by th;
contraclor, improper or insuflicient mainlenance, improper operarion, or normal weai and
tear and norntal usage. lf,required by the fu.chitect, the Contrictor shall furnish satisfacrory
evidence as to the kind and quality of materials and equipment.
3.5 TAXE5
3.5.1 The contractor shall pay sales, consumer, use and similar taxes for the work provided
by thc Contractor which are legally enacted when bids are received or negotiations concluded,
whether or not yet effective or merely scheduled to go into effect
3.7 PERMITs, FEES AND NOIICES
3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure
1nd pay for the building permit and other permits and governmental fees, licenses and
inspections necessary for-proper execution. and. completion of the Work which are customarily
secured aff.er execution ofthe Contract and which are legally required when bids are received or
negotiations concluded.
3,7,2 The contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful orders of public authorities applicable to performance of the work.
3'7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents arein accordance with applicable laws, statutes, ordinances, buil<ling codes, and rules and
regulations. However, if the C<lnLractor observes that portions of the -Contract Docunlents are
at variance therewith, the contractor shall p-romptly notify the Architect and owner in writing,
and necessary changes shall be accomplished by ippropriate Modification.
3.7.4 If the contractor performs work knowing it to be contrary to laws, statutes,
ordinances, building codes, and rules and regulations without such notice to the Architect and
Owner, the Contractor shall assume appropriate responsibility for such Work and shall bear the
costs attributable to correction
3.8 ALLOWANCES
3.8.1 The contractor shall include in the contract sum all allowances stated in the
contract Documents. ltems covered by allowances shall be supplied for such amounts and by
such persons or entities as the owner may direct, but the con[ractor shall not be reauired to
employ persons or entities to whom the Contractor has reasonable obiection.
3.8.2 Unless otherwise provided in the Conlract Documents:
.l allowances shall cover the cost to the Contractor of materials and equipment
delivered at the site and all required taxes, less applicable trade discounts;
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RESPECI fO IT5 COMPLETrcN OR
MODtFtCAftON. AaJTHEN1CA1|ON OF rHS f
EI,:CI ROMCAUY DRN\ED NA I
DrcUMEN| MAY 8E MADT BY WN6 NA -
DOCUMENr D&'.
fhis.docu.ment has been approved atd Iendorsed by nE Assxiatd Ge,Eral
C ont r act ors of Amer ica.I
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t7r, uy Ine
American tnstitute of Architects. Fifteenth Edition. Reproduction of fhe material herein or substantial
quotation of if s provisions without wrillen Dermission of the AIA violales the coovrisht lawr of rhp I lnitarlquotation of ifs provisions without wrilten permission AIA violales the copyrighf laws of the United
ot997 A|AO
AIA DOCUMENT A2OI . 1997
GENERAL CONDIIION5 OT THE
CONTRACT FOR CONSIRUCTION
The American Institule of Architects
l7l5 New York Avenue, N.w.
Washington, D.C. 20006-5292
t
I
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'tafes and will subject lhe violate to legal proseculion. WARNING: Unlicensed phot-ocopying violates U.S.
-opyright laws and, will subiect the violator to legal prosecution. This document was elecrioniially produced
with permission of lhe AIA and can be reproduced in accordance with your license without vioiatlon until
lhe date of exPiration as noted below. User Oocumenf : 03 -- y2e,12c(]'4. AIA License Number l'll5OO7. which
exorres on 5ll3l2fi)4.
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.2 Contractor's costs for unloading and handling at the site, labor, installation costs,
overhead, Profit and other expenses contemplated lor stated allowance amounts. shall be included in the Contract Sum but not in the allowances;
'3 whenever costs are more than or less than allowances, the Contract Sum shall be
adiusted accordingly by Change Order. The amount of the Change Order shall
reflect (r) the difference between actual costs and the allowances under Clause
3.8.2.r and (z) changes in Contracl.or's costs under Clause 3.8.r.2.
3.8.3 Materials and equipment under an allowance shall be selected by the Owner in
sufficient time to avoid delay in the Work.
3.9 SUPERINTENDENT
3.9.1 The Contractor shall employ a competent superintendent and necessary assistants
who shall be in attendance at the Prolect site during perfiormance of the Work. The
superintendent shall represent the Contractor, and communications given to the
syPerintendent shall be as binding as if given to the Contractor. Important communications
shall be confirmed in writing. Other communications shall be similaily confirmed on written
request in each case.
3.IO CONTRACTOR'SCONSTRUCTIONSCHEDULES
3.l0.l The Contractor, promptly after being awarded the Contract, shall prepare and submit
for the Owner's and Architect's information a Conlractor's construction schedule for the Work.
The schedule shall not exceed tirne limits current under the Contract Documents, shall be
revised at appropriate intervals as required by the conditions ofthe Work and Project, shall be
related to the entire Proiect to the extent required by the Contract Documents, and shall
provide for expeditious and practicable execution ofthe Work.
3.10.2 The qontractor shall prepare and keep current, for the Architect's approval, a
schedule of submittals which is ioordinated withine Contractor's construction schedule and
allows the Architect reasonable time to review submittals.
3.1O.3 The Contractor shall perform the Work in general accordance with the most recent
schedules submitted to the Owner and Architect.
3.II DOCUMENTS AND SAMPLE5 AT THE SITE3.ll.l The Contractor shall maintain at the site for the Owner one record copy of the
Drawings, SpecificaLions, Addenda, Change Orders and other Modifications, in good order and
rnarked currently to record lield changes and selections made during construction, and one
record copy of approved Shop Drawings, Product Data, Samples and similar required
submittals. These sha[[ be available to the Architect and shall be delivered to the Architett for
submittal to the Owner upon completion of the Work.
3.I2 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared
forthe Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier
or distributor to illustrate some portion of the Work.
3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions,
brochures, diagrams and other information furnished by the Contractor to illustrate materials
or equipment for some portion of the Work.
3.12.3 Samples are physical examples which illustrate materials, equipment or workrnanship
and establish standards by which the Work will be iudged.
American Institute of Architects. Fifteenth Edition. Reoroduction of the material herein or substantial
quotation of its provisions withoul written permission of the AIA violales the copyright laws of the United
;lalei and will subjecl the violate fo legal prosecution. WARNTNG: Unlicensed photocopying violates U.5.
copyright laws and will subject the violator to legal prosecution. This document was electronically produced
with permission of the AIA and can be reproduced in accordance with your license wilhout violation unlil
the date of expiration as noted below. User Documenf : Oi -- 3l2}t2ctr,4. AIA License Number 1'll5OO7, which
expires on 5/1312@4.
fTlS DOCUMENT HAS MrcRTNIT IEGAL
coNsEouENcEs. co swf ATtoN wtfH Nt
ATIORNEY IS ENCOUMGED WfH
RE'PECI fO tf' COMPLEftOfl OR
tltODlFlCAT,An. Aufrc.NflcAftof/l OF f tll'
ELECIROMCNLY DMFTED NA
XrcUIfiNf MAY BE MADE BY t6/NG NA
NCUMENT D&1.
fhis document has been approved atd
etlorsd bv tlrp- Associatd General
Conhactors of America-
ot99t AlAo
AIA DOCUMENT A2O'I . 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CON5TRUCTION
The American lnstifule of Architects
1735 New York Avenue, N.W.
Washington, D,C. 20006-5292
:
Etrt:!t-a
+Eltrilrt
1,12,4 Shop Drawings, Product Data, Samples and similar submittals are not Contract
Documents. The purpose of their submittal is to demonstrate for lhose portions of the Work
for which submittals are required by the Contract Documents the way by which the Contractor
proposes to conform to the information given and the design concept expressed in the
Contract Documents. Review by the Architect is subject to the limitations of Subparagraph
4.2.2. Informational submittals upon which the fuchitect is not expected to take responsive
action may be so identified in the Contract Documents. Submittals which are not required by
the Contract Documents may be returned by the fuchitect without action.
3.12.5 The Contractor shall review for compliance with the Contract Documents, approve
and submit to the fuchitect Shop Drawings, Product Data, Samples and similar submittals
required by the Contract Documents with reasonable promptness and in such sequence as to
cause no delay in the Work or in the activities of the Owner or of separate contractors.
Submittals which are not marked as reviewed for compliance with the Contract Documents
and approved by the Contractor rnay be returned by the Architect without action.
3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and similar
submittals, the Contractor represents that the Contractor has determined and verified
materials, Iield measurements and lield construction criteria related thereto, or will do so. and
has checked and coordinated the information contained within such submittals with the
requirements of the Work and of the Contract Documenls.
3.12.7 The Contractor shall perform no portion of the Work for which the Contract
Documents require submittal and review of Shop Drawings, Product Data, Samples or similar
submittals until the respective submittal has been approved by the Architect.
3.12.8 The Work shall be in accordance with approved submittals except that the Contractor
shall not be relieved of responsibility for deviations ftom re<luirements of the Contract
Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar
submittals unless the Contractor has specilically informed the Architect in writing of such
deviation at the time of submittal and (r) the fuchitect has given written approval to the
specific deviation as a minor change in the Work, or (z) a Change Order or Construction
Change Directive has been issued authorizing the deviation. The Contractor shall not be
relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or
similar submittals by the fuchitect's approval thereof.
3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop
Drawings, Produci Data, Samples or similar submittals, to revisions other than those requested
by the Architect on previous submittals. In the absence of such written notice the Architect's
approval of a resubmission shall not apply to such revisions.
3,l2.lO The Contractor shall not be required to provid.: professional sewices which constitute
the practice of architecture or engineering unless such services are specifically required by the
Contract Docunrents for a portion of the Work or unless the Contractor needs to provide such
services in order to carry oui the Contractor's responsibilities for construction meairs, methods,
techniques, sequences and procedures. The Contractor shall not be required to provide
professional services in violation of applicable law. If professional design services or
certifications by a design professional related to systems, materials or equiptnent are specifically
required of the Contractor by the Contract Documents, the Owner and the Architect will
specifr all perforrnance and design criteria that such services must satis$. The Contractor shall
cause such seryices or certifications to be provided by a properly licensed design professional,
whose signature and seal shall appear on all drawings, calculalions, specifications, certifications,
Shop Drawings and other submittals prepared by such professional. Shop Drawings and other
submittals related to the Work designed or certified by such professional, if prepared by others,
shall bear such professional's written approval when submitted to the fuchitect. The Owner
and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness ofthe
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AIA DOCUMENT A2OI - 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CON5TRUCTION
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American Institule of Architecls. tifteenth tdition. Reproduction of the material herein or subslanlial The American Instifuleof Architects
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itates and will subjecf the violate 10 legal prosecution. WARNING: Unlicensed photocopyin8 violates U.5. WashinRton, D.C. 20006-5292
ropyright laws and will subject lhe violalor to legal prosecution. This document was eleclronically produced
with permission of the AIA and can be reproduced in accordance with your license wilhout violation until
the dale of expiralion as noted below. User Document. 03 - 312U2C}C,4. AIA Li."nse Number l l15OO7, which
exoires on Sll3l2OO4.
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services, certifications or approvals performed by such design professionals, provided the
Owner and Atchitect have specified to the Contractor all performance and design criteria t.hat
such senices must satis$. Pursuant to this Subparagraph 3.rz.ro, the Architect will review,
approve,or take other appropriate action on submittals only for the limited purpose ofchecking
for conformance with information given and the design concept expressed in the Contract
Documents. The Contractor shall not be responsible for the adequacy of the performance or
design criteria required by the Contract Documents.
3.t3 USE OF SITE
3,13.1 The Contractor shall conline operations at the site to areas permitted by law,
ordinances, permits and the Contract Documents and shall not unreasonably encumber the site
with materials or equipment.
3.14 CUTIING AND PATCHING
3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to
complete the Work or to make its parts fit together properly.
3,14.2 The Contractor shall not damage or endanger a portion of the Work or fully or
partially completed construction of the Owner or separate contractors by cutting, patching or
otherwise altering such construction, or by excavltion. The Contraitor shall not cut or
otherwise alter such construction by the Owner or a separate contractor except with written
consent ofthe Owner and of such separate contractor; such consent shall not b} unreasonably
withheld. The Contractor shall not unreasonably withhold from the Owner or a separate
contractor the Contractor's consent to cutting or otherwise altering the Work.
3.15 CLEANING UP
3.15.1 The Contractor shall keep the premises and surrounding area free ftom accumulation
of waste materials or rubbish caused by operations under the Contract. At completion of the
Work, the Contractor shall remove from and about the Proiect waste materials, rubbish, the
Contractor's lools, construction equipment, machinery and surplus materials.
3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner
may do so and the cost thereofshall be charged to the Contractor.
3.15 ACCESS TO WORK
3.15.1 The Contractor shall provide the Owner and Architect access to the Work in
preparation and progress wherever located.
3.17 ROYALTIEs, PATENTs AND COPYRIGHTS
3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend
suits or claims for inftingement of copy'rights and patent rights and shall hold the Owner and
Architect harnrless ftom [oss on account thereof, but shall not be responsible for such defenseor loss when a particular design, process or product of a pariicular manufacturer or
manufaclurers is required by the Contract Documents or where the copy,right violations are
contained in Drawings, Specifications or other documents prepared by thi Owner or Architect.
However, ifthe Contractor has reason to believe that the required design, process or product is
an_infringement of a copyright or a patenl., the Contractor shall be responsible for such loss
unless such information is promptly furnished to the Architect.
3.18 INDEMNIFICATION
3.18,1 To the fullest extent permitted by law and to the extent claims, damages, losses or
e.xpenses are not covered by Proiect Management Protective Liability insurance purchased by
the Contractor in accordance with Paragraph n.3, the Contractor;hall indemnifr and holil
harmless the Owner, fuchitect, fuchitect's consultants, and agents and employees of any of
them ftom and against claims, damages, losses and expenses, including but not limited to
ILIIS DOCUMEN| Hr'6 II'4PORIANI I.EGAL
CONSEQUENCES. CON'ULTANON WITH AI,I
Af |ORMY 15 ENCOURAGED WfH
RESPECT rO lf' COMPIEflON On
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fhis document has been approvd ard
erdorsed by flrrc Associatd Gerreral
Contrcclors of AfiErica.
01997 A|AO
AIA DOCUMENT A2OI . '1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION
The American Instilute of Architects
U35 New York Avenue, N,W.
Washington, D.C. 2OOO5-5292
O Copyrighr '1911, l9l5, f9
American Inslitute of Archifects- Fifieenth €dition. Reproduction of lhe malerial herein or subsianlial
quotalion of ils provisions wilhoul wrilten permission of lhe AtA violales the copyright laws of the United
Stafes and will subject the violate to legal prosecuiion. WARNING: Unlicensed photocopying violates U.5.
opyright laws and will subject the violator to leSal prorecution. This document was electroniially produced
with permission of the AIA and can be reproduced in accordance with your license wilhout vioiation until
the date of exPiration as noled below. User Document: 03 - y2ol2cn.4. AIA License Number lll5oo7, which
expires on 5ll3l2@4.
I
attorneys' fees, arising out of or resulting ftom performance of the work, provided that such
claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to
iniury to or destruction of tangible property (other than the Work itself), but only to the extent
caused by the negligent acts or omissions of the Contracl.or, a Sukontractor, anyone directly or
indirectly employed- by them or anyone for whose acts they may be liable, regardless ofwheiher
or not such claim, damage, loss or expense is caused in part bya party indemnified hereunder.
Such obligation, shall not.be construed lo negate, abridge, or redute other rights or obligations
of indemnity which would otherwise exist as to a party or person described-in this Parigraph
3.18.
3.18.2 In claims against any person or entity indemnified under rhis paragraph 3.r8 by an
employee of the contractor, a Subcontractor, anyone directly or indirectly employed by themor anyone for whose acts they may be liable, the indemnification obligation ' under
Subparagraph 3.r8.r shall not te limited by a limitation on amount or typtof damages,
compensation or benefits payable by or for the Contractor or a Subcontractoi under workirs'
compensation acts, disability benefit acts or other employee benefit acts.
ARTICLE 4 ADMINISTRAIION OF THE CONTRACT
4.I ARCHITECT
4.1.1 The fuchitect is the person lawfully licensed to practice architecture or an entity
lawfully practicing architecture identified as such in the Agreement and is referred to
throughout the Contract Documents as lf singular in number. The term "Architect" means the
Architect or the Architect's authorized representative.
4.1,2 Duties, responsibilities and limitations of authority of the Architect as set forth in the
Contract Documents shall not be restricted, modified or extended without written consent of
the Owner, Contractor and Architect. Consent shall not be unreasonably withheld.
4.1:3 If the employment of the fuchitect is terminated, the Owner shall employ a new
Architect against whom the Contractor has no reasonable objecl.ion and whose stal.us under the
Contract Documents shall be that of the former Architect.
4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT
4.2.1 The Architect will provide administration of the Contract as described in the Contract
Documents, and will be an Owner's representative (r) during €onstruction, (z) until final
paym:n-t is due and (3) with the Owner's concurrence, from time to time during the one-year
period for. correction of Work described in Paragraph ':.2. The Architect will havl authority to
act on behalf of the Owner only to the extent provided in the Contract Documents, unless
otherwise modified in writing in accordance with other provisions of the Contract.
4.2'2 The Architect, as a representative of the Owner, will visit the site at intervals
appropriate to the stage of the Contractor's operations (r) to become generally familiar with
and to keep the owner informed about the progress and quality of thi portioh of the work
compleled, (z) to endeavor to guard the Owner against defects and deficiencies in the Work,
and (3) to determine in general if the Work is being performed in a manner indicating that the
Work, when fully completed, will be in accordance with the Contract Documents. Flo*ev"r,
the Architect will not be required to make exhaustive or continuous on-site inspectrons to
check the quality or quantity of the Work. The Architect will neither have control over or
charge. of, nor b-e responsible for, the construction means, methods, techniques, sequences or
procedures, or for the safety precautions and programs in connection with the Wbrk, since
these are solely the Contractor's rights and responsibilities under the Contract Documents,
except as provided in Subparagraph 3.3.r.
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wcuMENf MAy BE Mr'oE By uslNc NA !
DOCUWNI D4)1.
This.document has been approvd atd Ietfursed by Tlv Asnciatd Gerprd
Cont r actors of AnF.r ica.
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4.2.3 The fuchitect will not be responsible for the Contractor's failure to perform the Work oreeT ArAo
in accordance with the requirements of the Contract Documents. The Architect will not have AIA DOCUMENT A2ol - 1997
control over or charge of and will not be responsible for acts or omissions of the Contractor, GENERAL CONDITION5 oF THE
CONTRACT FOR CONSTRUCTION
American Inslilule of Archilects. Fifleenth Edition- Reproduction of the material herein or substantial The American Institute of Architects
quotation of its provisions without written permission of lhe AIA violates the copyright laws of the gn11"6 1735. New York Avenue, N.W.
lates and will subiecl the violate to legal prosecution. WARNING: Unlicensed pho6copying violates U.S. WashinSton, D.C.20006-5292
copyright laws and will subieci the violalor lo legal prosecution. This document was electronically produced
wifh permission of the AIA and can be reproduced in accordance with your license without vioiation until
the date of expiration as noted below. User Document: 03 -- Jt2c,tlcrJ'4. AIA Li.enr" Number l5OO7, which
exp ires on 5l1tl2@4.
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sukontractors, or lheir agents or employees, or any other persons or entities performing
portions of the Work.
4,2.4 Communications Facilitating Contracl Administration. Excepr as otherwise
provided in .the contract Documents or when direct communications have been specially
authorized, the Owner and Contractor shall endeavor to communicate with each other througir
the fuchitect about matters arising out of or relating to the contract. communications by aid
with the Architect's consultants shall be through th; Architect. communications by and with
subcontractors and material suppliers shall be through the contractor. communications by
and with separale contractors shiti be through the Own'er.
4.2.5 Based on the fuchitect's evaluations of the contractor's Applications for payment, the
Architect will review and certifo the amounts due the Contractor and will issue Certificates for
Payment in such amounts.
4.2.6 The Architect will have authority Lo reiect Work that does not conform to the
Contmct Documents. Whenever the fuchitect considers it necessary or advisable, the Architect
wi.ll have authority to require inspection or testing of the 'Work in accordance with
Subparagraphs rj.5.: and r3.5.3, whether or not such Woik is fabricated, installed or completed.
However, neither this authority of the Architect nor a decision made in good faith ei[her to
exercise or not 1o exercise such authority shall give rise to a duty or responsibility of the
Architect to the contractor, sukontractors, mater]al and equipmeni supplieis, their agents or
employees, or other persons or entities performing portions of the Work.-
4.2.7 The Architect will review and approve or take other appropriate action upon the
Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the
limited plrpose of checking for conformance with information given and the design concepL
expressed in the Contract Documents. The Architect's action will 6e taken with such-reasonabie
promptness as to cause no delay in the work or in the activil.ies of lhe owner, contractor or
seParate contractors, while allowing sufficient time in the Architect's professional judgment to
permit
.
adequate review. Review of such submittals is not conduited for the' pu-rpose of
determining the accuracy and completeness ofother details such as dimensions and quintities,
or for substantiating instructions for installation or performance of equipment or systems, all of
which remain the responsibility of the contractor as re<luired by the bontract Documents. The
Architect's review of the Contractor's submittals shill not relieve the Conlractor of the
obligations under Paragraphs 3.3, 3.5 and 3.r2. The Architect's review shall not constitute
approval of safety precautions or, unless otherwise specifically stated by the Architect, of any
construction means, methods, lechniques, sequences or procedures. The Architect's approval of
a specific item shall not indicate approval of an assembly of which the item is a component.
4,2.8 .The Architect will prepare Change Orders and Construction Change Directives, and
may authorize minor changes in the Work as provided in paragraph 7.4.
4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial
completion and the date of final completion, will receive and forward to the owner, for the
Owner's review and records, written wairanties and related documents rec uired by the Conrracr
and assembled. by the Contractor, and will issue a final Certificate for payment upon
compliance with the requirements of the Contract Documents.
4,2,10 lf the Owner and Architect agree, the Architect will provide one or more proiect
representatives to assist in carrying out the fuchitect's responsibilities at the site. The duties,
responsibilities and limitations of authority of such proiecf representatives shall be as set forth
in an exhibit to be incorporated in the Coniract Documents.
IIf,' DOCUMENT H/,5 MrcRIANT LEGAL
CO,{5EQUENCES. COMULIAiION Wf H ATI
AIIORNEY IS ENCfl)f,/|GED WIH
RESPECT fO If' COMPLENON OR
NPAFTA|'ON. AUf'fNT ICAT/oN OF TI45
EITCI RONICAUY DRAF f ED NA
DoCUMENI MAY 8E MADE BY USING NA
@CUMENT DQ'.
fhis bcvmen has bem approvd ard
edorsd by the Associated General
Contract ors of Aflrerica.
4.2.11 The fuchitect will interpret and decide matters concerning performance under and il'jt#atu ", n, A2ol -.1997
requirements of, the Contract Documents on written request of either the Owner or GENERAI coNDtTtoNs oF THE
CONTRACT TOR CONsTRUCIION
American Insfitule of Archifecfs. Fifteenlh Edition. Reproduction of lhe material herein or substintial The American Insfitute of Architecrs
quotaiion of its provisions withoul written permission of the AIA violates the copyright laws of the United 1735 New york Avenue, N.W.
States and will subject the violale to legal proseculion. WARNING: Unlicensed pirotocopying violates u.5. Washingron, D.C.2OooG-5292
.opyright laws and will sub.ject the violator to legal proseculion. This document was electroniJally produced
with permission of the AIA and can be reproduced in accordance with your license without vioiation until
the date of expiration as noted below. User Documenf : 03 - 3t2u2(r,4. AIA License Number 1115007, which
expires on 5llll2m4.
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Contractor. The Architect's response to such requests will be made in writing within any time
limits agreed upon or- otherwise with reasonable promptness. If no agieement is nrade
concerning the time within which interpretations required of the fuchitect shall be furnished in
compliance with this Paragraph 4.2, then delay shall not be recognized on account of failure by
the fuchitect to furnish such interpretations until 15 days after written request is made for
them.
4.2.12 Interpretations and decisions of the Architect will be consistent with the intent ofand
reasonably inferable, ftom the contract Documents and will be in writing or in the form of
drawings. When making such interpretations and iniLial decisions, the Architect will endeavor
to secu.re faithful performance by both Owner and Contractor, will not show partiality to either
and will not be liable for results of interpretations or decisions so rendered in food faiih.
4.2.13 The fuchitect's decisions on matters relating to aesthetic effect will be final if
consistent with the intent expressed in the Contract Documents.
4.3 CLAIMS AND DISPUTES
ftts DocuMENt HAs ,,v,rcRr${t LEGAT I
couEowltllc.Es. cousuLf AnoN wtt+ A^l a
4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as " ;I:#iJt:i:3iffi:f8{#matter of right, adjyltmelt or interpretation of Contract terms, paymenr of money, extension iadit&\iji. euiiiiiiii|n or ro, Iof time or other relief with respect to the terms of the Contract. The term "Claim" also includes ;nA;o19,t714;y auF;;;;;" " " " Iother disputes and matters in question between the Owner and Contractor arising out of or oocut'ttii uevi ieot iv-ustuc NA 'relating to the Contract. Claims must be initiated by written notice. The responsibility lo D&utvENT D151l.
substantiate Claims shall rest with the party making the Claim. I
flis duument lus been approvd ard I4,3.2 Time Limits on Claims. Claims by either party must be initiated within zr days after e1dorxd by tlc Asnciated Generd
occurrence of the event giving rise to such Claim or within zr days after the claimant first contracror of AnrF.rica-
recognizes the condition.giving rise to the Claim, whichever is later. ilaims must be initiated by Iwdtten notice to the Architect and the other party. I
4.3.3 Conlinuing Contract Performance. Pending final resolution ofa Claim except as
otherwise agreed in writing or as provided in Subparagraph 9.7-r and Article 14, the Contractor I
shall proceed diligently with performance of the Contract and the Owner shall continue to f
make payments in accordance with the Contracl Documents.
4.3.4 Claims for Concealed or Unknown Conditions. [f conditions are encountered at
the site which are (r) subsurhce or otherwise concealed physical conditions which differ I
materially from those indicated in the Contract Docurnents or (z) unknown physical
conditions ofan unusual nature, which differ materially from lhose ordinarily found'to exist t
and generally recognized as. inherent in construction activities of.thr character provided for in Ithe Contract Documents, then notice by the observing party shall be given to ihe other party
promptly before conditions are disturbed and in no event later than zr days after- firsi
observance of the conditions. The fuchitect will promptly investigate such conditions and, if Ithey.differ matetially and c-ause an increase or decrease in the Contractor's cost of, or time Irequired for, perforrnance of any part of the Work, will recommend an equitable adjustment in
the Contract Sum or Contract Time, or both. Ifthe Architect determines that the conditions at
the site are not maLerially different from those indicated in the Contract Documents and that I
no change in the terms of the Contract is iustified, the. fuchitect shall so notift the Owner and : I
i.",::ffi:iJl #:ffi;:i1H,ll[ iii:",::.::1'ili'ti:':,1"ffiyJH,'.:"iiil:;lJ,:'i My/,
]iiii;::t1"','""iil:ff":,ui:TLili#ffifll.'"'i'a';fi;H,'*lli::'d:.T#1"'"1i1"",:i"i,Ti ivl#.r t
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the Contract Surn or Contract Time, the adiustment shall be referred to the Architect for initial -:j!:---
determination, subject to further proceedings pursuant to Paragraph 4.4.
4.3.5 Claims for Rdditional Cost. lf the Conrractor wishes to make Claim for an
increase in the Contract Sunr, written notice as provided herein shall be given before
oreeT ArAo I
AIA DOCUMENT A2OI - 1997 !
GENERAL CONDIIIONS OF THE
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1735 New York Avenue, N.W.
Washingron, D.C.20006-5292
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American Institule of Architects. Fifteenlh Edition. Reproduclion of the material herein or substintial
quotation of ifs provisions without writlen permission of the AIA violales the copyrighr laws of the United
;tates and will subject the violale to legal prosecution. WARNING: Unlicensed photocopying violaies U.S.
copyright laws and will subject the violator to legal proseculion. Ihis document was electronically produced
wilh permission of the AIA and can be reproduced in accordance wifh your license wilhout violation unlil
the date of exPiralion as noted below. User Documenl: 03 - 3/7012@4. AIA License Number 'lll5OO7, which
exoires on 5ll3l2oo4.
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proceeding to execute the Work. Prior notice is not required for Claims relating to an
emergency endangering life or property arising under Paragraph ro.5.
4.3.6 If the Contractor believes additional cost is involved for reasons including but not
limited to (r) a written interpretation from the fuchitect, (z) an order by the Owner to stop the
Work where the Contractor was not at fault, (3) a written ord€r for a minor change in the Work
issued by the fuchitect, (+) failure of payment by the Owner, (5) termination of the Contract by
the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be hled in
accordance with this Paragraph 4.3.
4.3.7 Claims for Additional Time
4.3.7.1 If the Contractor wishes to make Claim for an increase in the Contract Time, written
notice as provided herein shall be given. The Contractor's Claim shall include an estimate of
cost and of probable effect of delay on progress ofthe Work. In the case of a continuing delay
only one Claim is necessary.
4.3.7.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim
shall be documented by dara substantiating that weather conditions were abnormal for the
period of time, could not have been reasonably anticipated and had an adverse effect on the
schedu led construction.
4.3.8 Inlury or Damage lo Person or Propelty. If either party to the Contract suffers
injury or damage to person or property because of an act or omission ofthe other party, or of
others for whose acts such party is legally responsible, written notice ofsuch iniury or damage,
whelher or not insured, shall be given to the other party within a reasonable time not exceeding
ur days after discovery. The notice shall provide sufficient detail to enable the other party to
investigate the matter.
4.3.9 If unit prices are stated in the Contract Do€uments or subsequently agreed upon, and
if quantities originally contemplated are materially changed in a proposed Change Order or
Construction Change Directive so that application of such unit prices to quantities of Work
proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices
shall be equitably adlusted.
4.3.1O Claims for Consequential Damages. The Contractor and Owner waive Clairns
against each other for consequential damages arising out of or relating to this Contract. This
mutual waiver includes:
.l damages incuned by the Owner for rental expenses, for losses o[ use, income,
profil, financing, business and reputation, and for Ioss of management or
employee productMty or of the services of such persons; and
,2 damages incurred by the Contractor for principal office expenses including the
compensation of personnel stationed there, for losses of financing, business and
reputation, and for loss of profit except anticipated profit arising directly from
the Work.
This mutual waiver is applicable, without limitation, to all consequential damages due to either
party's termination in accordance with Article r4. Nothing contained in this Subparagraph 4.3.ro
shall be deemed to preclude an award of liquidated direct damages, when applicable, in
accordance with the requirements of the Contract Documents.
4.4 RESOLUTION OF CLAIMS AND DISPUTES
4.4.1 Decision of Architect. Claims, including those alleging an error or omission by the
Architect but excluding those arising under Paragraphs ro.3 through ro.5, shall be referred
initially 1o the Architect for decision. An initial decision by the Architect shall be required as a
condition precedent to mediation, arbitration or litigation oIall Claims between the Contractor
@ copyright l9ll, 1915. 1918, 192s. l93Z 195'1, 1958, 196t, 1963, 1966, 1967,1970, 1976, 1987,1997 by The
American Instilute of Architects. Fifleenth Edition. Reproduclion of the material herein or substantial
quolation of ils provisions without wrilten permission of the AIA violates the copyright laws of the Uniled
5tales and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.5.
copyright laws and will subject the violator lo legal prosecution. This documenl was electronically produced
with permission of the AIA and can be reproduced in accordance with your license wilhout violation until
the date of expiration as noted below. User Document: 03 - 3l20l2cc,4. AIA License Number l ll5OO7, which
exoires on 51i]2co4.
)r
f
'X'
0(JCUMENr HN MrcRfN{f IT,GN-
CO,{5EOUENCES. COT'ISWTATrcN WfiH AN
Af rORNEY B ENCOIJP/'GED WTH
RESPECI tO tf' COMPLTflON OR
MOAFTA|oN. AUftENflCA Ot\l OF ftis
EITCI RONCNLY DRAfIED NA
D&.UMENT WY 8E MADT, 8Y USIi1J6 AIA
DOCUMENT DINI.
Ihis document has b*n approvd atd
etfursd by fle Associatd C-crcrd
Contraclorc of Anl€rica.
01997 A|AO
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION
The American Institute of Architects
1735 New York Avenue, N.W.
Washin8lon, D.C. 2ooo5-5?92
-W
and. owner arising p-rior to the_ date final payrnent is due, unless jo days have passed after theclaim has been referred to the Architeat with no decision having been rendered by the
Architect. The fuchitect will not decide disputes between the coitractor and persons or
entities other than the Owner.
4.4.2 The fuchitect will review Claims and within ten days of the receipt of the Claim take
one or more of the following actions: (r) request additional supporting data hom the claimanr
or a response with supporting data from the other party, (r) reject the claim in whole or in
pan,. (3) lpprove the Claim, -(+) suggest a compromise, or (5) advise the parties that the
Architect is unable to resolve the Claim if the Architect lacks sufficient information to evaluate
the merits of the Claim or if the Architect concludes that, in the fuchitect's sole discretion, it
would be inappropriate for the fuchitect Lo resolve the Claim.
4.4.3 ln evaluating claims, the fuchitect may, but shall not be obligated to, consult with or
seek information from either party or from persons with special knowledge or expertise who
may assist the Architect in rendering a decision. The Architect may req-uest thi owner to
authorize retention ofsuch persons at the Owner's expense.
4'4.4 If the Architect requests a party to provide a response to a claim or to furnish
additional supporting data, such party shall respond, within ten days after receipt of such
request' and shall either provide a response on the requested supporting data, ;dvise the
Architect when the resPonse or supporting data will be furnished or advise the Architect that no
supporting g.ata will be furnished. Upon receipt.of the.response or supporting data, ifany, the
fuchitectwill either reiect or approve the Claim in whole oi in part.
4.4.5 The fuchitect will approve or reiect Claims by written decision, which shall state the
reasons lherefor and which shall notify the parties of any change in the contract sum or
Contract Time or both. The approval or reiection of a Claim by the fuchitect shall be final and
binding on the parties but subject to mediation and arbitration.
4.4,6 When a written decision of the Architect states that (r) the decision is final bui subiect
to rnediation and arbitration and (z) a demand for arbitration of a claim covered by such
decision must be made within 3o days after the date on which the party making the dimand
receives the final written decision, then failure to demand arbitration within said 3o days'
period shall result in the Architect's decision becoming final and binding upon the Owner and
Contractor. If the fuchitect renders a decision after arbitration proceedings have been ilitiated,
such decision may be entered as evidence, but shall noL supersede arbitration proceedings
unless the decision is acceptable to all parties concerned.
4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter, the
Architect or-the Owner may, but is not obligated to, notifi the surety, if any, of the nature and
amount of the Claim. If the Claim relates to a possibility of a Contractor's default, the Architect
or the ormer may, but is not obligated to, notify the surety and request the surety's assistance
in resolving the controversy.
4,4.8 If a Claim relates to or is the subiect of a mechanic's lien, the party asserting such
claim may proceed in accordance with applicable law to comply with the lien notice oi filing
deadlines prior to resolution ofthe Claim by the Architect, by mediation or by arbitration.
4.5 MEDIATION
4:5.1 Any Claim arising out ofor related to the Contract, except Claints relating to aesthetic
effect and except those waived as provided for in Subparagraphs 4.3.ro, 9.ro.4 and 9.ro.5 shall,
after initial decision by the Architect or jo days after submission of the claim to the fu;hitecr,
be subiect to mediation as.a condition precedent to arbitration or the institution of legal or
equitable proceedings by either party.
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GENERAL CONDITIONS OF IHE
CONTRACT FOR CONSTRUCIION
c) copyright l9ll, 1915, 1918, 1925, '1937, 1951, 1958, 1961, 1963, 1966, 1967, I9JO-976,I99-Z-]9J-75'-TFE-
American Institufe of Architecfs. Fifteenth Edition. Reproduclion of the material herein or substantial The American Institute of Archite€ts
quotation of ih provisions without wriilen permission of the AIA violates the copyright laws of the 96;196 1735 New York Avenue, N.W.
states and will subject lhe violate lo legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washingion, D.C.20006-5292
-opyright laws and will subjecl lhe violator to legal prosecution. This document was electroniially produced
with Permission of th€ AIA and can be reproduced in accordance with your license withoul vioialion until
the dale of expirafion as noted below. User Document: 03 -- 3l2Ol2AJ4. AIA License Number lll5oo7, which
expires on 5l1Jl2co4
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4.5,2 The parties shall endeavor to resolve their Claims by mediation which, unless the
parties mutually agree otherwise, shall be in accordance with the Construction Industry
Mediation Rules of the American Arbitration Association currently in effect. Request for
mediation shall be filed in writing with the other party Lo the Contraci and with the American
Arbitration Association. The request may be made concunently with the filing of a demand for
arbitration but, in such event, mediation shall proceed in advance of arbitiation or leBal or
equitable proceedings, which shall be stayed pending mediation for a period of 60 days ftom
the date of filing, unless stayed for a longer period by agreement ofthe pirties or court order.
4.5.3 The pa(ies shall share the mediator's fee and any filing fees equally. The mediation
shall be held in the place where the Proiect is located, unless another location is mutually
agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements
in any court having iurisdiction thereof.
4.6 ARBITRATION
4.6.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic
effect and except those waived as provided for in Subparagraphs 4.1.10,9.ro.4 and 9.ro.5, shall,
after decision by the fuchitect or 30 da),s after submission of the Claim to the fuchitect, be
subiect to arbitration. Prior to arbitration, the parties shall endeavor to resolve disputes by
mediation in accordance with the provisions ofParagraph 4.5.
4.6,2 Clairns not resolved by mediation shall be decided by arbitration which, unless the
parties mutually agree otherwise, shall be in accordance with the Construction Industry
fubitration Rules of the American Arbitration Association currently in effect. The demand for
arbitratlon shall be filed in writing with the other party to the Contract and with the American
fubitration Association, and a copy shall be filed with the Architect.
4.5,3 A demand lor arbitration shall be made within the time limits specified in
Subparagraphs 4 .4.6 and 4-6.r as applicable, and in other cases within a reasonable time after the
Claim has arisen, and in no event shall it be made after the dale when institution of legal or
equitable proceedings based on such Claim would be bared by the applicable statute of
limitations as determined pursuant to Paragraph 13.7.
4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating
to the Coniract shall include, by consolidation or ioinder or in any other manner, the Architect,
the ArchiLect's enrployees or consultants, excepL by written consent containing specific
refetence to the Agreement and signed by the Architect, Owner, Contractor and iny other
person or entity sought to be ioined. No arbitration shall include, by consolidation or ioinder or
in any other manner, parties other than the Owner, Contractor, a separate contractor as
described in Article 6 and other persons substantially involved in a common question of fact or
law whose presence is required if complete relief is to be accorded in arbitration. No person or
entity other than the Owner, Contractor or a s€parate contractor as described in Article e shall
be included as an original third party or additional third party to an arbitration whose interest
or responsibility is insubstantial. Consent to arbitration involving an additional person or entity
shall not constitule consent to arbitration ofa Claim not described therein or with a D€rson or
entity not named or described therein. The foregoing agreement to arbitrate and other
agreements to arbitrate with an additional person or entity duly consented to by parties to the
Agreement shall be specifically enforceable under applicable law in any iourt having
iurisdiction thereof.
4.5.5 Claims and Timely Assertion of Claims. The parry filing a norice of demand for
arbitration must assert in the demand all Claims then known to that party on which arbitration
is permitted to be demanded.
THI' DOCUMENI HAS IMPo|RTANI LEGN,
CAjSEWEiEES. CONSULiAITON Mf H N't
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quotation of ils provisions withoul writlen permission of the AIA violates ihe copyright laws of the united
Slates and will subject the violate to legal prosecution. WARNTNG: Unlicensed photocopying violates U.5.
opyright laws and will subjecl the violalor lo legal prosecufion. This document was electroniially produced
with Permission of lhe AIA and can be reproduced in accordance with your license without violation until
ihe date o[ expiralion as noled below. User Do€ument: 03 -- 3l2Ol7OO4. AIA License Number ltl5OO7, which
exoir€s on sll'l)ffi4
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AIA DOCUMENT A2OI - 1997
GENERAT CONDITIONS OF IHE
CONIRACT FOR CONSTRUCTION
The American Instilute of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20@5-5292
4'6.6 Judgment on Final Award. The award rendered by the arbitrator or arbitrators
shall be final, and.iudgment may be entered upon it in accordance with applicable law in any
court having jurisdiction thereoI
ARTICLE 5 SUBCONTRACIORS
5.I DEFINITIONS
5.1'l A Sukontractor is a person or entity who has a direct contract with the Contractor to
perform a Portion of the Work at the site. The term "Subcontractor" is referred to throughout
the Contract Documents as if singular in number and means a Subcontractor or an autho'rized
representative of the Subcontrrctor. The term 'subconlractor" does not include a separate
contractor or subcontractors ofa separate contractor.
5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a
Sukontractor to perform a portion of the Work at the site. The term "Sub-sukontractor" is
referred to throughout the contract Documents as if singular in number and means a sub-
subcontractor or an authorized representative of the Sub-sukontractor.
5.2 AWARD OF 5UBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF
THE WORK
5'2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the
Contractor, as.soon as practicable after award of the Contract, shall furnish in writing to theOwner through the Architect the names of persons or entities (including those who are ro
furnish materials- or equipment. fabricated to a special design) proposedifor each principal
portion of the Work. The Archirect .will promptll reply to the Coniractor in writing stating
whether or not the Owner or the Architect, aftei due investigation, has reasonable obiiction to
any such proposed-person or entily- Failure of the Owner oi Architect to reply promptly shall
constitute notice of no reasonable objection.
5.2.2 The contractor shall not contract with a proposed person or entity to whom the
Owner or fuchitect has made reasonable and timely obiection. The Contracior shall not be
required to contract wilh anyone to whom the Contractor has rnade reasonable objection.
5-2.3 If the owner or Architect ias reasonable obiection to a person or entity proposed by
the Contractor, the Contractor shall propose another to whom the Owner or Architeit has no
reasonable obiection. If the proposed but rejected Subcontractor was reasonably capable of
performing the Work, the Contract Sum and Contract Time shall be increased or decriased bv
the differ-ence, if any, occasioned _by such change, and an appropriate change order shall be
issued before commencement of the substitute Subcontractoit Work. Howev-er, no increase in
the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has
acted promptly and responsively in submitting names as required. -
5.2'4 The Contractor shall not change a Subcontractor, person or entity previously selected
ifthe Owner or Architect makes reasonable obiection to such substitute.
5.3 5UBCONTRACTUAL RELATIONS
5.3'l By appropriate agreement, written where legally required for validity, the contractor
shall require each Subcontractor, to the extent of the Work to be performed bv the
subcontractor, to be bound to the contractor by terms of the contract Documents, ahd to
assume toward the contracior all the obligations and responsibilities, including the
responsibility for safety of the Subcontractor's work, which the contractor, by -these
Documents, assumes toward the owner and Architect. Each subcontract agreement shall
preserve and protect the rights of the owner and fuchitect under the contract Documents with
respect to.the Work to. be performed by tbe Subcontractor so that subcontracting thereof will
not prejudice such rights, and shall allow to the Subcontractor, unless speclficilly Drovided
otherwise in the subcontract agreement, the benefit of all rights, remedies-and rediesi against
American Instilufe of Archilecls. Fifleenlh Edition. Reproduction of the material herein or substantial
quolalion.of ils provisions without wrilten permission of lhe AIA violates the copyright laws of the United
States and will subiect the violate lo legal prosecution. WARNINC Unlicensed photocopying violates U.S.lpyriSht laws and will subject lhe violalor to legal prosecution. This document was electioniiallv produced
with permission of lhe AIA and can be reproduced in accordance with your license without vioiaiion unril
the date of expiration as noted below. User Document: Ol -- 3l2't2(n4. AIA License Number lll5Oo7. which
exDires on 5ll3l2co4.
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AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OF THE
CONTRACT fOR qONSTRUCTION
The American lnstitute of Archilects
U35 New York Avenue. N.W.
Washington, D.C. 20006-5292
24
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the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where
appro-priate,- the Contractor shall require each Sukontractor to enteiinto similar agreements
with Sub-subcontractors. The Contractor shall make available to each proposed Subcbntractor,
prior. to. the execution of the subcontract agreement, copies of the bontract Documents to
which the Subcontractor will be bound, and, upon written request of the Sukontractor,
identifr to the Subcontractor terms and conditions of the proposed subcontract agreement
which may be at variance with the Contract Documents. Sukontractors will similaily make
copies of applicable portions of such documents available to their respectiv" proposid Sub-
subcontractors.
5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS
5.4'l Each subcontract agreement for a portion of the Work is assigned by the Contractor to
the Owner provided that:
.l assignment is effective only after termination of the Contract by the Owner for
cause pursuant to Paragraph r4.z and only for those subcontract agreements
which the Owrrer accepts by notifring the Subcontractor and Conlractor in
writing; and.2 assignment is subject to the prior rights ofthe surety, ifany, obligated under bond
relating to the Contract.
5.4.2 Upon such assignment, if the Work has been suspended for more than 3o dap, the
Subcontractor's compensation shall be equitably adiusted for increases in cost resulting from
the suspension.
ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTOR55.I OWNER's RIGHT TO PERFORM CON5TRUCTION AND TO AWARD
SEPARATE CONTRACTS
6.1.1 The Owner reserves the right to perform construction or operations related to the
Proiect with the Owner's own forces, and to award seDarate contracts in connection with other
portions ofthe Project or other construction or operaiions on the site under Conditions ofthe
Contract identical or substantially similar to these including those portions related to insurance
and waiver of subrogation. If the Contractor claims that delay oi additional cost is involved
because of such action by the Owner, the Contractor shall make such Clairn as provided in
Paragraph 4.3.
6.1.2 When separate contracts are awarded for different portions of the Project or other
conslruction or operations on the site, the term 'Contractor" in the Contract Documents in
each case shall mean the Contraclor who executes each separate Owner-Contractor Agreement.
6.1'3 The Owner shall provide for coordination ofthe activities of the Owner's own forces
ald of each seParate contractor with the Work of the Contractor, who shall cooperate with
them. The Contractor shall participate with other separate contractors and the Owner in
reviewing their construction schedules when directed to do so. The Contractor shall make any
revisions to the construction schedule deemed necessary after a ioint review and mutuil
agreement. The construction schedules shall then constitute the schedules to be used by the
Contractor, separate contractors and the Other until subsequently revised.
6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs
construction or operations related to the Project with the Owner's own forces, the Owner shall
be deemed to be subject to the same obligations and to have the sarne rights which apply to the
Conlractor under the Conditions of the Contract, including, without excluding otheri, those
staled in Article 3, this Anicle 6 and futicles ro, ll and rz.
6.2 MUTUALRESPONSIBILITY
f,4S DOCUMENT HAS MrcRTANT UGN
CONSEOUENCE . CONSULfANON WIH ATI
Af IORNT.Y S ENCOURAGED WTH
RESPECr fO tfS COMPTEflON OR
lrlODlFlCAflON. AUf lf.NtlCAflON Of IHS
EI.ECI NOMCNIY DFI,F TED EI A
DCrcUMENT MAY BE MADE BY IJSING NA
DKUMENI D4OI,
ftis docunrent lps been approvd ard
endorsd by ihe Associatd Gercral
Cont r actors of Anerica -
ot997 A|AO
AIA DOCUMENT A2O1 . 1997
GEN€RAt CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION
American Institute of Archilecls. Fifteenth Edition. Reproduction of the material herein or substintial lhe American Institute of Architectsquotation of its provisions withouf written permission of the AtA violates the copyright laws of the United l7l5 New york Avenue, N.w.-tales and will subject the violate to legal prosecution. WARNINC: Unlicensed photocopying violates U.5. Washington, O.C.2OggG-5292
cpyright laws and will subject the violafor to legal prosecution. This document was electroni-lly produced
wiih permission of the AIA and can be reproduied in accordance with vour license without vioiation until
the date of expiration as noted below. User Documenl:O3 -- 3lzylctr.4.AlA Li."nte Number Ill5OO7, which
expires on 5llll2@4.
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6.2,1 The Contractor shall afford the Orvner and separate contractors reasonable
opportunity for introduction and storage oftheir materials and equipment and performance of
their activities, and shall connecL and coordinate the Contractor'; construction ind operations
with theirs as required by the Contract Documents.
6'2.2 If part of the contractor's work depends for proper execution or results upon
constru.ction oroperations by the Owner or aseparate contractor, the Contractor shall, prior to
proceeding with .that portion of .the work, promptly report ro the Architect apparent
discrepancies or defects in such other construction that would render it unsuitable foi such
proper txecution and.results. Failure of the Contractor so to report shall constitute an
acknowledgmen! that the Owner's or separate contractor's completei or partially compteted
construction is fit and proper to receive the Contractor's Work, ixcept as io defects noi then
reasonably discoverable.
6,2,3 The Owner shall be reimburserl by the Contractor for costs incured by the Owner
which are payable to a seParate contractor because of delays, improperly timed activities or
defective construction of the Contracl.or. The Owner shall be responsiBle io the Contractor for
costs. incurred by the Contractor
-because of delays, improperly timed activities, damage to the
Work or defective construction ofa separate contractor.
6.2,4 The contractor shall promptly remedy damage wrongfully caused by the contractor
to completed or partially _completed construction or to prop€rty of the Ovr'ner or separare
contractors as provided in Subparagraph ro.z.5.
6.2.5 The Owner and each separate contractor shall have the same responsibilities for
cutting and patching as are described for the Contractor in Subparagraph lr+. -
5.3 OWNER's RIGHT TO CLEAN UP
5.3.1 Ifa dispute arises among the Contractor, separate contractorc and the Owner as to the
responsibility under their respective contracts for maintaining the premises and surrounding
area free from waste materials and rubbish, lhe owner may ilean up and the Architect wifi
allocate the cost among those responsible.
ARTICLE 7 CHANGES IN THE WORK
7.1 CENERAL
7.1.1 changes in the work may be accomplished after execution of the contract, and
without invalidating the Contract, by Change Order, Construction Change Directive or order
for a minor change in the Work, subject to the limitations stated in this futicle 7 and elsewhere
in the Contract Documents.
7.1,2 A Change Order shall be based upon agreement among the Owner, Contractor and
Architect; a Construction Change Directive requires agreement by the Owner and Archiiect
and may or Tlf 1ot be agreed to by the Contrattor; anorder for a minor change in the Work
may be issued by the Architect alone.
7.1,3 Changes in the Work shall be performed under applicable provisions of the Contract
Documents, and the Contractor shall proceed promptly, unless otherwise provided in the
Change Order, Construction Change Directive or order for a minor change in the Work.
7.2 CHANGE ORDER5
7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the
Owner, Contractor and fuchitect, stating their agreement upon all of the following:
.l change in the Work;
,2 the amount of the ad justment, if any, in the Contract Sum; and
IH' DOCUMENr tlAS MrcnfANt ucAr.
CONSEQUENCE', CO'/5ULI ATION WITH AN
Af fonNEY
'S
ENCOIJRAGEO WIH
RESPECI TO IIS COMPTEIION OR
tvlOOlF,CAnON. AUT ttE{f lCAf tON OF f HS
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fhh docunent has been approvd ard
etfursed hy flre r'ssociated General
Contectors of Anprica.
-o1997 ArAO
AIA DOCUMENI A2OI . 1997
GENERAI CONDITIONs OF THT
CONTRACT FOR CONSTRUCTION
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quotation of ils provisions without written permission of rhe AIA violates fhe copyright laws of the gn;1"6 1735.New York Avenue, N.W.
lales and will subject the violate to legal prosecution. WARNIN6: Unlicensed phoi-ocopyinn violates U.S. Washington, D.C.20006-5292
copyright laws and will subjecl the violator to legal prosecufion. This document was electioniially produced
with permission of rhe AIA and can be reproduced in accordance with your license wilhout vioiaiion until
the date of expiration as noted below. User Document: 03 -- 3t2}l2@4. AIA License Number lll5OO7. which
ex pires on 5ll3l2c' J4.
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,3 the extent of the adiustment, if any, in the Contract Time.
7.2.2 Melhods used in detennining adiustrnents to the contract Sum may include those
listed in Subparag lzph 7.3.3.
1.3 CONSTRUCTIONCHANGEDTRECTIVES
7'3'l A construction change Directive is a wrir.ten order prepared by the fuchitect and
signed by the-owner and fuchitect, directing a change in the Work prior to agreement on
adiustment, if_any, in the Contract Sum oi Contracl Time, or both. The Oumer may by
construction change Directive, without invalidating the contract, order changes in the Wori<
within the general scope of the Contract consisting of additions, deletions orither revisions,
the Contract Sum and Contract Time being adiusted accordingly.
7.3.2 A Consl.ruction Change Directive shall be used in the absence of total agreement on
the terms of a Change Order.
7 .3.3 lf the construction change Directive provides for an adiustment to the contract sum,
the adjustment shall be based on one of the following methods:
.l mutual acceptance ofa lump sum properly iternized and supported by sufficient
substantiating data to permit evaluation;
,2 unit prices stated in the Contract Documents or subsequently agreed upon;,3 cost to be determined in a manner agreed upon by the parties and a mutually
acceptable fixed or percentage fee; or
,4 as provided in Subparagraph 7.3.6.
7.3,4 . Upon. receipt of a Construction Change Directive, the Conl.ractor shall promptly
proceed with the change in the Work involved and advise the fuchitect of the Contractor's
agreemenl or. disagreemenl with the method, if any, provided in the construction change
Directive for determining the proposed adiustment in thi contract sum or contract Time.
7.3.5 A Construction Change Directive signed by the Contractor indicates the agreernent o[
the contractor therewith, including adjustment in Contract sum and Contract fime or the
method. for determining. them. Suah agreement shall be effective immediately and shall be
recorded as a Change Order.
7.3.6 If the contractor does not respond promptly or disagrees with the method for
adjuslment in-the contract sum, the method and thi adiustmenishall be determined by rhe
Architect on the basis of reasonable expenditures and savings of those performing the Work
attributable to the change, including, in case of an increase in the Contrict sum, ireasonable
allo-wance for overhead and profit. [n such case, and also under clause 2.3.3.j, the conlractor
shall J<eep and present, in such form as the Architect may prescribe, "n itemized accounting
together with appropriate supporting data. unless otheiwise provided in the contract
Documents, costs for the purposes of this Subparagraph z.l.e shall bl limited to the following:.l costs of labor, including social security, old age and unemployment insurance,
fringe benefits required by agreement or custom, and woikers' compensation
insurance;
.2 costs of materials, supplies and equipment, including cost of transportation,
whether incorporated or consunred;
.3 rental costs of machinery and equipment, exclusive ofhand tools, whether rented
from the Contractor or others:
.4 costs of premiums for all bonds and insurance, permit fees, and sales, use or
sirnilar taxes related to the Work: and
TI{5 DOCUMEN| HAS MrcRf MT ITGN
COT{SEOUENCES. CONSULTAT',ON WTH N{
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'5 additional costs of supervision and field office personnel directly attributable to ?1,17-13
the change llir"^X'.'$,_T1i3il;'i?1,
CONTRACT FOR CONSTRUCTION
American Institute of Architects- Fiff€enlh Edition. Reproduction of lhe material herein or subslantial The American Instituteof Architectsquotalion.of its provisions withoui written permission of the AIA violafes the copyright laws of the United l7l5 New york Avenue, N.w.;fates and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.5. washinRton, D.c.20006-5292
cop_yright law: and will subject the violator lo legal prosecution. This document was electioniially produced
wilh permission of lhe AIA and can be reproduced in accordance with your license wilhout vioiaiion unril
lhe daie of expiralion as noted below. User Document: o3 -- 3l2ol2@4. AIA License Number lll5oo7. which
expirer on 511312co4.
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7,3.7 The amount of credit to be allowed by the Contractor lo the Owner for a deletion or
change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed
by the Architect. When both additions and credits covering related Work or substitutions are
involved in a change, the allowance for overhead and pro6t shall be figured on the basis of net
increase, if any, with respect to that change.
7.3.8 Pending final determination of the Lotal cost of a Construction Change Directive to
the Owner, amounts not in dispute for such changes in the Work shall be included in
Applications for Payment accompanied by a Change Order indicating the parties' agreement
with part or all ofsuch costs. For any portion ofsuch cost that remains in dispute, the Architect
will make an interim determination for purposes of monthly certilication for payment for those
costs. That determination of cost shall adiust the Contract Sum on the same basis as a Change
Order, subject Lo the right of either party to disagree and assert a claim in accordance wilh
Article 4.
7.3.9 When the Owner and Contractor agree with the determination made by the Architect
conceming the adiustments in lhe Contract Sum and Contract Time, or otherwise reach
agreement upon the adiustments, such agreement shall be effeaive immediately and shall be
recorded by preparation and execution ofan appropriate Change Order.
7.1 MINOR CHANGES IN THE WORK
7.4.1 The Architect will have authority to order minor changes in the Work not involving
adjustrnent in the Contract Sum or extension of the Contract Time and not inconsistent with
the intent of the Contract Documents. Such changes shall be effected by written order and shall
be binding on the Owner and Contractor. The Conttaclor shall carry out such written orderc
promptly.
ARTICLE 8 TIME
8.I DEFINITION5
8.1,1 Unless otherwise provided, Contract Time is the period of time, including authorized
adjustments, allotted in the Contract Documents for Sub,stantial Completion of the Work.
8.1.2 The date of commencement of the Work is the date established in the Agreement.
8.1.3 The date ofSubstantial Completion is the date certified by the Architect in accordance
with Paragraph 9.8.
8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless
otherwise specifi cally defi ned.
8.2 PROGRESS AND COMPLETION
8,2,1 Time lirnits staled in the Contract Documenls are of the essence of the Contract. By
executing the Agreement the Contractor conlirms that the Contract Time is a reasonable
period for performing the Work.
8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner
in writing, prenraturely commence operaLions on the site or elsewhere prior to the effective
date of insurance required by Article u to be furnished by the Contractor and Owner. The date
of commencement of the Work shall nol be changed by the effective date of such insurance.
Unless the date o[ comrnencemenl is established by the Contract Documents or a notice to
proceed given by the Owner, the Contractor shall noti$ the Owner in writing nol. less than five
days or other agreed period before commencing the Work to permit the timely filing of
mortgages, mechanic's liens and other security interests,
American tnslilute of Architects. Fifteenth Edition. Reproduction of the maferial herein or substjntial
quotation of its provisions withour written permilsion of lhe AIA violales the copyright laws of the United
;lates and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.5.
copyright laws arrd will sub.iect the violalor lo legal prosecution. This document was electronically produced
wilh permission of lhe AIA and can be reproduced in accordance wilh your license wilhout violation until
the dafe of expiration as noted below. User Document: 03 -- tl2ol2@4. AIA License Number lll5OO7, which
expires on 5ll3l20o4.
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EUCiRONCNTY DRAFIED NA I
DOCUlr'fNf MAY BE MADE 8Y USIN6 NA F
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fhis.bcunent.has been apprwd al Ierfursd by fln Associated General
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GENERAL CONDITION5 OF THE
CONTRACT FOR CON5TRUCTION
The American Instilute oI Archirecrs I
1735 New York Avenue, N.W.
Washingron. D.C. 20@6-5292 I
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8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve
Substantial Completion within the Contract Time.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 If the Contlactor is delayed at any time in the commencement or progress of the Work
by an act or neglect- of the Owner or Architect, or o[ an employee of either, or of a separate
contractor e-m-ployed by the Owner, or by changes ordered in the Work, or by labor disputes,
fire, unusual delay in deliveries, unavoidable casualties or other causes beyondihe Contrictor's
control, or by delay authorized by the Owner pending rnediation and arbitration, or by other
causes which the Architect determines may iustifi delay, then the contract Time shall be
extended by Change Order for such reasonable time as the Architect may determine.
8.3.2 Claims relating to time shall be made in accordance with applicable provisions of
Paragraph 4.3.
8.3:3 This Paragraph 8.3 does not preclude recovery of damages for delay by either pany
under other provisions ofthe Contract Documents.
ARTICLE 9 PAYMENTs AND COMPLETION9.I CONTRACT sUM
9.1.1 The Contract Sum is stated in the Agreement and, including authorized adiustments,
is the total amount payable by the Owner to the Contractor for performance of the Work under
the Contract Documents.
9.2 SCHEDULE OFVALUES
9.2'l Before the first Application for Payment, the Contractor shall submit to the Architect
a schedule of values allocated to various portions of the work, prepared in such form and
supported by such data to substantiate its accuracy as the Architecfmiy require. This schedule,
unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's
Applications for Payment.
9.3 APPLICATIONS FOR PAYMENT
1.3_.1 A! leasl. ten days before the date established for each progress payment, the Contractor
shall submit to the Architect an itemized Application for Payment florbperations completed in
accordance with the scheilule of values. Such application shall be notirized, if requiied, and
supported by such data sub'stantiating the Coritiactor's right to payrnent as the'Owner or
fuchitect may require, such as copies of requisitions frbm Subcontractors and material
suppliers, and reflecting retainage if provided for in the Contmct Documents.
9.3.1,1 As provided in Subparagraph 7.3.8, such applications may include requests for
p_a)'ment on account of changes in the Work which have been properly authorized by
Construction. Change Directives, or by interim determinations of the Aichitect, but not yet
included in Change Orders.
9.3.1.2 Such applications may not include requests for payment for portions of the Work for
which lhe Contractor does not. intend to pay to a Subcontractor or material supplier, unless
such Work has been performed by otherc whom the Contractor intends to pay.
9,3,2 Unless otherwise provided in the Contract Documents, payments shall be made on
account of materials and eqrripmgnl delivered and suitably stored at the site for subsequent
incorporation in the Work. If approved in advance by the Owner, payment may similarly be
made for materials and equipment suitably stored off the site at i location agieed upon in
writing. Payment for materials and equipment stored on or off the sile shall be condiiioned
upon compliance by the Contractor with procedures satisfactory to the Owner to establish the
Owner's title to such materials and equipment or otherwise protect the Owner's interest, and
TIXS DOCUMEN| H/6 IMPOR| A,III LEGN
CoNSEQUENCES . CONSULTAT1oN Wf H A
ATf &NEY IS ENCo4/.f,,|GED WTH
RESPECf fO tf' CO|WUflON OR
IvIODIFICATION. AU|ffN\CATION Of f ,15
EIEC f ROT{CAUY DRAFTE D N A
D&UMEN| MAY 8E MADE 8Y U NG NA
D&UWN| D40t.
Itis document has been approvd atl
edoned by fle Associatd Generd
Cont r actors of Ameri ca.
ot997 AtA@
AIA DOCUMENT A2O] . 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CONSIRUCTION
American Institute of Architects. Fifleenth Edition. Reproducfion of the material herein or substantial The Ameriran lnstilute of Architects
quotation of it5 provisions wilhoul writlen permission of rhe AIA violates the copyright laws of the gn;1s4 1735 New York Avenue, N.W.
States and will subjecl fhe violate to legal prosecufion. WARNING: Unlicensed phot-oropying violates U.5. Washington, D-C.20006-5292
op.yright laws and will subiect the violafor to legal prorecution. This document was electioniially produced
wifh permission of lhe AIA and can be reproduced in accordance with your license without vioiation until
the date of expiration as noled below. User Oocumenl: 03 -- 3f21t2cFJ'4. AtA License Number lll5oo7, which
expires on 5ll3l20o4.
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shall include the costs of appiicable insurance, storage and transportation Lo the site for such
materials and equipment stored off the site.
9.3.3 The contractor warrants that title to all work covered by an Application for payment
will pass to the Owner no later than the time of payment. The Contractoi further warranL that
upon submittal of an Application for Payment all Work for which Certificates for paymenr
have been previously issued and payments received from the owner shall, to the best of the
Contractor's knowledge, information and beliel be llee and clear of liens, claims, security
interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or
other persons or entities making a claim by reason of having provided labor, materials and
equipment relating to the Work.
9,4 CERIIFICATES FOR PAYIVIENT
9'4.1 The Architect will, within seven days after receipt of the contractor's Application for
Payrnent, either issue tothe Owner a Certificate for Payment, with a copy to the Cbntractor, for
such anrount as the fuchitect determines is properly due, or notiFy the contractor and owner
in witing of -the fuchitect's reasons for withholding certification in whole or in part as
provided in Subparagraph 9.5.r.
9,4.2 The issuance of a Certificate for Payment will constitute a representation by the
Architect to the Owner, based on the Architect's evaluation of the Work and the' data
comprising the Application for Payment, that the Work has progressed to the point indicated
and that, to the best of the Architect's knowledge, information and beliei the quality of the
Work is in accordance with the Contract Documents. The foregoing representations are subiect
to an evaluation of the Work for conformance with the Contract Documents upon Substantial
Completion, to results of subsequent tests and inspections, to correction of minor deviations
from the contract Documents prior to completion and to specific qualifications expressed by
the Architect. The issuance ofa Certificate for Payment will further constitute a reprlsentation
that the contractor is entitled to payment in the amount certified. However, the iisuance ofa
Certificate for Payment will not be a tepresentation that the fuchitect has (r) made exhaustive
or continuous on-site inspections to check the quality or quantity of the Work, (z) reviewed
construction means, methods, techniques, sequences or procedures, (j) reviewed copies of
requisitions received from subcontractors and material suppliers and other data requeited by
the Owner to substantiate the Contractor's right to payment, or (q) made examination to
ascertain how or for what purpose the Contractor has used money previously paid on account
of the Contract Sunr.
9.5 DECISIONS IO WIIHHOLD CERTIFICATION
9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the
extent rea-sonably necessary to protect the Owner, if in the Architect's opinion the
representations to the owner required by Subparagraph 9.4.2 cannot be made. If the fuchitect
is unable to certiry payment in the amount of the Application, the Architect will notifo tne
contractor and owner as provided in subparagraph 9.4.r. If the contractor and Architect
cannot agree on a revised amount, the fuchitect will promptly issue a Certificate for layment
for the amount for which the Architect is able to make such representations to the Owner. The
Architect nray also withhold a Certiticate for Payment or, because of subsequently discovered
evidence, may nulliff the whole or a part ofa Certificate for Payment previously isiued, to such
extent as may be necessary in the Architect's opinion to protect the Owner from loss for which
the Contractor is responsible, including loss resulting from acts and omissions described in
Subparagraph 3.3.2, because of:
.l defective Work not remedied;
.2 third party claims filed or reasonable evidence indicating probable filing of such
claims unless security acceptable to the Owner is provided by the Contractor;
fHtS DK.U|'EN| HAS //MpolRiANT UGAL
co{sEouEt'lcEs. coNSuIAf tON WtfH Nl
ATrcANEY 15 ENCOURAGEO WITH
RESPfCI tO lf9 COMPII|I@'I OR
IvfoDIF lC Af I q,l. AU f HE N T I C AI I ON OF T,4 5
EIECTRONCAILY DRAF T E D NA
DOCUMEN| MAY BE MADE 8Y USING NA
DOCUMENT UNI.
Ttis fucunent lr;,s fuen approvd atd
erdorsed by The Associatd General
Contrrtors of America-
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.3 failure of the Contractor to make payments properly to Subcontractors or for o]ee7 ArAo
Iabor, materials or equipmenu AtA DoCUMENT A2ol - 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CON5IRUCTION
American Institute of Architecls. Fifteenth Edition. Reproduction of the maferial herein or subsiantial lhe American Institute of Architects
quotation of its provisions wilhout wrilten permission o{ the AIA violales lhe copyright laws of the United l7j5 New york Avenue, N.W.
Slates and will subject the violate lo legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, O.C.20006-5292
opyright laws and will subject the violator lo leSal prosecuiion. This document was electronically produced
,vith permission of the AtA and can be reproduced in accordance with your license without violation unlil
the date of expiration as noted below. User Documenl: 03 -- 3l2O/2@4- AIA License Number lll5OO7, which
expires on 5l l3l2@4.
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.4 reasonable evidence that the Work cannot be completed for the unpaid balance of
the Contract Sum;
.5 damage to the Owner or another contractor;
.6 reasonable evidence that the Work will not be completed within the Contract
Time, and that the unpaid balance would not be adequate to cover actual or
liquidated damages for the anticipated delay; or
,7 penistenl failure to carry out the Work in accordance with the Contract
Documettts.
9.5.2 When the above reasons for withholding certification are removed, certification will
be made for amounts previously withheld.
9.5 PROGRESS PAYMENTS
9,6.1 Afler the fuchitect has issued a Certificate for Payment, the Owner shall make
payment in the manner and within the tirne provided in the Contract Documents, and shall so
notify the Architect.
9.5.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment
from the Owner, out ofthe amount paid to the Contractor on account ofsuch Subcontractor's
portion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages
actually retained llom payments to the Contractor on account ofsuch Subcontractor's portion
ofthe Work. The Contractor shall, by appropriate agreement with each Subcontractor, require
each Subcontractor to make payments to Sub-subconlractors in a similar manner.
9,5.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information
regarding percentages of completion or amounts applied for by the Contractor and action
taken thereon by the fuchitect and Owner on account of portions of the Work done by such
Subcontractor.
9.6.4 Neither the Owner nor fuchilect shall have an obligation to pay or to see to the
payment of money to a Subcontractor except as may otherwise be required by law.
9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in
Subparagraphs 9 .d.2,9.63 and 9.6.4.
9.5.5 A Certificate for Payrnent, a progr€ss payment, or partial or entire use or occupancy of
the Proiect by the Owner shall not constitute acceptance of Work not in accordance with the
Contract Documents.
9.6.7 Unless ihe Contraclor provides the Owner with a payment bond in the full penal sum
of the Contract Sum, payments received by the Contractor for Work properly performed by
Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or
suppliers who performed Work or furnished materials, or both, under contract with the
Contractor for which payment was made by the Owner. Nothing contained herein shall require
money to be placed in a separate account and not commingled with money of the Contractor,
shall create any fiduciary liability or tort liability on the part of the Contractor for breach of
trust or shall entitle any person or entity to an award of punitive damages against the
Contractor for breach of the requirements of this provision.
9.1 FAILURE OF PAYMENT
9,7.1 [f the Architect does not issue a Certificate for Payment, through no fault of the
Contractor, within seven days after receipt of the Contractor's Application for Payment, or if
the Owner does not pay the Contractor within seven days after the date established in the
Contract Documents the amount cedified by the Architect or awarded by arbitration, then the
Contractor may, upon seven additional days'written notice to the Owner and Architect, stop
o copyriSht l9ll, 1915, 1918, 1925, 1937, l9sl, 1958, 1961, 1951, 1965, 1967, 197O;86;887, 1997 by The
American Institute of Architects. Fifteenth Edition. Reproduction ol the malerial herein or substantial
quotafion of ifs provisions wiihout written permission of the AIA violaies the copyright laws of ihe United
;fates and will subject the violale to legal proseculion. WARNING: Unlicensed phofocopying violales U.5.
copyrighl laws and will subject the violator to legal prosecution. This document was electronically produced
with permission of the AIA and can be reproduced in accordance wilh your license without violation until
lhe date of expiration as noted below. User Document: O3-- 3l21l2o(j-4. AIA License Number lll5@7, which
expires on 5/13/2oo4.
ll
fH' DOCUMENT TIN MTR|ANT LEGAL
coNsEouENcEs. co suLf Aftou wfH At'l
ATf OR|/fY I' ENCOURAGED WTH
RESPECr fO ,fS COt IPllI/o4J On
ttl@tF,CAnON. AUf FEtfI/€AflON OF IllS
ELECTRONCNLY DRAf T ED N A
DOCUT'ENI MAY 8E MIAE BY USiMG NA
oocuMENr D/tot.
fhis docunent hu fuen approvd atd
edorsd by flle Associatd Gernral
Contrcctors of An1tr'rica.
AIA DOCUMENI A2OI - 1997
GENERAT CONDIIIONS OF THE
CONTRACT FOR CONSTRUCTION
The American Institute of Architects
1735 New York Avenue. N.W.
Washington, D.C. 20006-5292
W
-ot997 A|AO
the work until payment of lhe amount owing has been received. The contract Time shall be
extended appropriately and the Contract Surn shaU be increased by the amount of the
contractor's reasonable costs of shut-down, delay and slart-up, plus interest as provided for in
the Contract Documenls.
9.8 SUESTANTIALCOMPLETION
9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or
designated portion thereof is sufficiently complete in accordance with the Contract Documents
so that the Owner can occupy or utilize the Work for its intended use.
9,8.2 When the Contractor considers that the Work, or a portion thereof which the Owner
agreps to accept separately, is substantially cornplete, the Contractor shall prepare and submit
to th€ achitect a comprehensive list of it€ms to be completed or corricted prior to final
payment. Failure to include an item on such list does not alter the responsibility of the
Contractor Lo complete all Work in accordance vrith the Contracl Documents.
9.8.3 Upon receipt of the Contractor's list, the fuchitect will make an inspection to
determine whether the Work or designated portion thereof ls substantially compiete. lf the
fuchitect's inspection discloses any item, whether or not included on thi Contiactor's list,
which is not sufficiently complete in accordance with the Contract Documents so that the
owner can occupy or utilize the work or designated portion thereof for its intended use, the
Contractor shall, before issuance of the Certificate of Substantial Compledon, comDlete or
correct such item upon notification by the Architect. In such case, Lhe Contractor shill then
submit a request for another inspection by the Architect to determine Substantial Completion.
9.8.4 When the Work or designated portion thereof is substantially complete, the Architect
will prepare a Certificate ofSubstantial Completion which shall establish the date oIsubstantial
Completion, shall establish responsibilities of the Owner and Contractor for secunry,
maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within
which the Contractor shall finish all items on the list accompanying the Certificate. Warranues
required by the Contract Documents shall commence on the date of Substantial Completion of
the Work or designated portion thereof unless otherwise provided in the Certificate of
Substantial Completion.
9.8.5 '[he Certilicate of Substantial Completion shall be submitred to the Owner and
Contractor for their writlen acceptance of responsibilities assigned to them in such Certificate.
Upon such acceptance and consenl of surety, if any, the Owner shall make payment of
retainage applying to such Work or designated portion thereof. Such payment shalfbe adiusted
for Work that is incomplete or not in accordance with the requiiements of the Contracl
Documents.
9.9 PARTIAL OCCUPANCY OR UsE
9.9.1 The Owner may occupy or use any completed or partially completed portion of the
Work at enf stage when such portion is designaled by separate agreement with the Contractor,
provided such occupancy or use is consented to by the insurer as required under Clause 1.4.r.5
and authorized by public authorities having iurisdiction over the Work. Such partial occupancy
or us€ may commence whether or not the portion is substantially complite, provided the
Owner and ConLractor have accepted in wriling the responsibilities assignld to iach of thern
for payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work and
insurance, and have agreed in writing concerning the period for correction of the Work and
commencemenl o[ warranties required by the Contract Documents. When the Contrac]or
considers a portion substantially complete, the Contractor shall prepare and submit a list to the
fuchitect as provided under Subparagraph 9.8.2. Consent of the Contractor to partial
occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work
shall be determined by written agreement between the Owner and Contraclor or, if no
ag,reement is reached, by decision of the Architect.
@coPyri8htl9l1,,l9|5,l9l8,.|925,l937,l95l,l958,l96l'l953;l966,@
American Institule of Architects, Fifteenlh Edition. Reproduclion of lhe material herein or substantial
quotation of ils provisions wilhout written permission of the AIA violates the copyright laws of the United
'tates and will subject the violate to legal prosecution. WARNING: Unlicensed pholocopying violates U.5.
opyrighi laws and will subjecf ihe violator to legal prosecution. This documenl was electroniially produced
with permission of the AIA and can be reproduced in accordance with your license without vioiation until
the date of expiralion as noled below. User Document: Ol - 3l2ol7@4. AIA License Number lll5OO7. which
exoares on 5lll11c04.
fl
rHS NCUMENT HA'
'MrcRfN{T 'EGALCONSEQUEIKES. CONSULIAIION Wf H AN
ATIORNEY IS EAKOURAGED WTH
RESPECT rc
'TS
COMPLEI'OI! OR
tl,oDtFtcAfloN. AUfr#NncAf to oF ftts
ELECI NOMCNIY DRr'fTED NA
0oCUMENT MAY 8E TIIADE BY IJSIAIG HA
DOCUMENT DI'OI.
this docurnent hx been approvd and
endorsd bl flr- Assuiatd Gercrd
Contraclors of Ame ca.
I
ot997 A|AO
AIA DOCUMENT A2O] . 1997
6ENERAL CONDITIONs OF IHE
CONTRACT FOR CONsTRUCTION
The American lnstitute of Archilects
1735 New York Avenue. N.W.
Washington, D.C. 20005-5292
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9.9.2 lmmediately prior to such partial occupancy or use, the Owner, Contractor and
fuchitect shall iointly inspect the area to be occupied or portion of the Work to be used in
order to determine and record the condition of the Work.
9.9,1 Unles otherwise agreed upon, partial occupancy or use ofa portion or portions ofthe
work shall not constitute acceptance of work not complying witll the requirlments of the
Contract Documents.
9,IO FINAL COMPLETION AND FINAL PAYMENT
9.lO,l Upon receipt of witten notice that the Work is ready for final inspection and
acceptanc€ and upon receipt.of a final Application for Payment, the Architect will promptly
make such inspection and, when tbe fuchitect finds the Work acceptable under the'contract
Documents and the Contract fully performed, the Architect wil1 promptly issue a final
ce.rtificate for Payment stating that tothe best of the Architect's knowiedge, information and
belief, and on the basis of the fuchitect's on-site visits and inspections, -the Work has been
completed in accordance with terms and conditions of the Contract Documents and that the
entire balance found to be due the Contractor and noted in the finat Certificate is due and
qayable. The Ar_chitect's final Certificate for Payment will constitute a further representation
that.conditions listed in Subparagraph 9.ro.z as precedent to the Contractor's bein! entitled to
final paynent have been fulfilled.
9.1o.2 Neither final payment nor any remaining .etained percentage shall become due until
the Contractor submits to the Architect (l) an affidavit that payrolls, bills for materials and
equipment, and other indebtedness connected with the work for which the ovr'ner or Lhe
Owner's.property might be responsible or encumbered (less amounts withheld by Owner) have
been paid_ or otherwise satislied, (z) a certificate evidencing that insurance required by the
Contract Documents to remain in force afler final payment is currently in effect and will not be
canceled.or allowed to expire until at least 3o days' prior witten notice has been given to the
Owner, (3) a witLen statement that the Contractor knows of no substantial reason that the
insurance will not be renewable to cove. the period required by the contract Documents, (4)
consent of surety, if any, to linal payment and (5), if required by the Owner, other data
establishing payment or satisfaction of obligations, such as- receipti, releases and waivers of
liens, clajms, security int€rests or encumbrances arising out of the-contract, to the extent and
in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release
or waiver required by the owner, the contractor nray furnish a bond satislactory to the owner
to indemnift the Owner againsl. such lien. If such lien remains unsatisfied after payments are
made, the Contractor shall refund to the Owner all money that the Owner may be compelled to
pay in discharging such lien, including all costs and reasonable attorneys' fees.
9.10.3 [f, after Substantial completion of the work, final completion thereof is materially
delayed through- no fault of the contractor or by issuance of change orders affecting final
completion, and the- Architect so confirms, the Owner shalt, upon application b:y the
contractor and certification by the Architect, and without terminating the contract, make
payment of the balance due for that portion of the work fully completed and accepted. If the
remaining balance for Work not fully conrplet€d or corrected is less than retainage stipulated in
the contract Documents, and if bonds hive been furnished, the witten conselnt oisurety to
payment of the balance due for that portion of the work fully completed and accepted shail be
submitted.by. the contractor to the Architect prior to ceriification of such payment. such
payment shall be made under ternrs and condiiions governing final payment, except that it
shall not constitute a waiver ofclainrs.
9.1O.4 The making of final payment shall constitute a waiver of Clainrs by the Owner excepr
those arising from:
.l liens, Clairns, security interests or encumbrances arising out of the Contract and
unsettled;
fHS DOCUMEN| HAS Mmf N'tr IEGAL
coNsEouENcE . coNSuLtAftoN Wtf H At't
Af TORNEY IS ENCOUMGED WTH
RESPECI tO fft COrlryEtpN OR
l,l@lFlcAfloll. AUf llENflCAf ION OF l|flS
E'TC IRONICALLY DRN|ED NA
DOCUMENT MAY 8E MADE 8Y USING NA
NCUMEN| D4OI,
fhis document hx fuen approvd af,
erdorsed hy Ilr- Associated Generd
Cont r Klot s of Arneri ca.
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sIltr?4
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o't997 AIAO
AIA OOCUMENT A2OI . 1997
GEN€RAL CONDITION5 OF IH€
CONTRACT FOR CONsTRUCTION
The American In5titule of Architect5
l7l5 New York Avenue, N.W.
Washington, D.C. 20006-5292I
I
I
American Inslitute of Architects. Fifleenth Edition. Reproducfion of the material herein or substintial
quotalion of its provisions without written permission of fhe AIA violates lhe coovrisht laws of the Unitedquotalion of its provisions without written permission AIA violales fhe copyright laws of the United
States and will subject lhe violate to legal prosecution. WARNING: Unlicensed pior-ocopying violates U.s.
opyright laws and will subjecl the violafor to legal prosecution. This document was electioni-lly produced
rith permission of the AIA and can be reproduied in accordance with vour license without vioiaiion untilwith.permission of the AIA and can be reproduied in accordance with your license without until
the date of expiration as noted below. User Document: 03 -- 3l2c/l2ctr,4. AIA License Number lll5OO/. which
exoires on 511312004.
JI
.2 failure of the Work to comply with the requirements of the Contract Documents;
or
,3 terms of special warranties required by lhe Contract Documents.
9.10.5 Acceptance of final Payment by the Contractor, a Subcontractor or material supplier
shall constitute a waiver of claims.by that payee-except those previously made in witing'and
identified by that payee as unsetiled at the timi of fina[Application for payment.
ARTICLE IO PROTECTION OF PERSONS AND PROPERIYIO.I SAFETY PRECAUTIONS AND PROGRAM5lO.l'l The Contractor shall be responsible for initiating, maintaining and supervising all
safety precautions and programs in connection with the performance ofthe contract.
IO.2 SAFETY OF PERSONs AND PROPERWl0.2'l The Contractor shall take reasonable precautions for safety of, and shall provide
reasonable protection to prevent damage, iniury or loss to:.l employees on the Work and other persons who may be affected thereby;.2 the Work and materials and equipment to be incorporated therein, whether in
storage on or off the site, under care, custody or control of the Contractor or the
Contractor's Subcontractors or Sub-subcontracton; and.3 other property at the site or adiacent thereto, such as trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal,
relocation or replacement in the course ofconstruction.
10.2.2 The contractor shall give notices and comply with appticable laws, ordinances, rules,
regulations and lawful orders ofpublic authorities bearing onsafety of persons or propeny ortheir protection fronr damage, injury or loss.
1O.2.3 The Conlractor shall erect and maintain, as required by existing conditions and
performance oftheContract, reasonable safeguards for safety and protection, including posting
danger signs and other warnings against trazaids, promulgating safety regulations ana iitifyinfi
owners and users of adjacent sites and utilities.
lO.2'4 When use or storage of explosives or other hazardous rnaterials or equiprnent or
unusual methods are necessary for execution of the Work, the Conlractor shall exeiciie utmost
care and carry on such activities under supervision of properly qualified personnel.
lo.2'5 The contractor shall promptly remedy darnage and loss (other than damage or loss
insured under Property insurance required by the Contract Documents) to propeny rlferred to
in clauses ro.l.r.: and ro.z.r.3 caused in whole or in part by the contractor, a Sukontractor, a
Sub-sukontractor, or anyone directly or indirectly employed by any of them, or by anyone ior
whose acts they rnay be liable and for which the Contrictor is responsible under Clauses rg.z.r.z
and lo'2..t.3, except damage or loss attributable to acts or omissionl of the Owner or Architect or
atryone directly or indirectly enrployed by either of them, or by anyone for whose acts either of
them may be liable, and not aLtributable to the fault or negligence of the Contractor. The
foregoing obligations of the Contractor are in addition to thi Contractor's obligations under
Paragraph 3.18.
10.2.6 The Contractor shall designate a responsible member of the Contractor's organization
at the site whose duty shall be the prevention ofaccidents. This person shall be the CJnractor's
suPerintendent unless otherwise designated by the Contractoi in writing to the Owner and
Architect.
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f,Is WUMENT HAS lwrcRf/{iff UAuL Ico sEowt'tcEs. cousuLtAt|/oN w,tH Nt aAIIONNEY 15 ENCo{//P{/|GED Wf H
n[sPfcf fo fis cotwtffto,/ o8
turraFrcAnov. AUftENftcAftoN oF f Hs f
ELECIRONICNIY DANrcD NA I
NCUMENT MAY EE MADE BY U NG NA -
DOCUMENI API.
ttis.hcu.nnn!.has been apyoved and Ierdorsd by flr-,asnciatd Generd
ConlraEtors of AnlErica.
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Io1997 AtAO
AIA DOCUMENT A2OI - 1997
6ENERAL CONDITION5 OF THE
CONIRACT FOR CONSIRUCTTON
The American Institule of Architecrs
1735 New York Avenue, N.W.
Washington, D.C. 20oo6-5292
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American Instiiute of Architecls. Fifteenlh Edition. Reproduction of the material herein or substinrial
quotation of ifs provisions without wrilten permission of the AIA violates the coovripht laws o[ ihp UhirF.lquotation of ifs provisions without written permission of the AIA v lhe copyright laws of the Unired
lates and will subiect lhe violafe to legal proseculion. WARNTNG: Unlicensed photocopying violates U.S.
-op.yright laws and will subject the violator to legal prosecution. This documenr was electionifully produced
wilh permission of the AIA and can be reproduced in accordance with vour license wilhout vioiation untilun trlwilh permission of the AIA and can be reproduced in accordance with your license withoul
the date of expiration as noted below. Urer Document: Ol - ll2Ol2OO4. AIA License Number lll5OO7. which
exoires on 5ll3l2m4.
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10.2.7 The Contractor shall not load
loaded so as to endanger its safety.
IO.3 HAZARDOUSMATERIAL5
American Institute of Archifecls. Fifteenth Edition.
or permit any part of the construction or site to be
10.3'l If reasonable Precautions will be inadequate to prevent foreseeable bodily inlury or
death.to persons tesulting from a material or substance, iniluding buI not limited to asbestos or
Poly-chlorinated biphenyl (PCB), encountered on the site by tfie Contractor, the Contractor
shall, upon recognizing the condition, imnrediately stop Woik in the affected area and report
the condition to the Owner and fuchitect in Miting.
10.3.2 The Owner shall obtain the services ofa licensed laboratory to verif t}re presence or
absence ofthe material or substance reported by the Contractor and, in the event such material
or substance is found to be present, to veriff that it has been rendered harmless. Llnless
otherwise required b-y the Contract Documents, the Owner shall furnish in writing to the
Contractor and fuchitect the names and qualifications of persons or entities wh6 are to
perlorm tests verifring the presence or absence of such mateiial or substance or who are to
perform the task ofremoval or safe containment ofsuch materiat or substance. The Contractor
and the.fuchitect will promptly reply to the Owner in writing stating whether or not either has
reasonable obiection to the persons or entities proposed by the Owner. Ifeither the Contractor
or Architect has an obiection to a person or entily proposed by the owner, the owner shall
PLoPos€. another to whom the Contractor and tlie
-fuihitect
have no reasonable objection.
When the material ot substance has been rendered harmless, Work in the affected aria shall
resume upon written agreement of the Owner and Contractor- The Contract Time shall be
extended appropriately and the contract sum shall be increased in the amount of the
Contractor's reasonable additional costs of shut-down, delay and start-up, which adiustments
shall be accomplished as provided in Article 7.
10.3.3 To the fullest extent perrnitted by law, the Owner shall indemnifo and hotd harmless
the Conttactor, Subcontractors, Architect, fuchitect's consultants and agents and enrployees of
any ofthem lrom a1d against claims, damages, losses and expenses, inJluding but nbt limited
to attorneys' fees, arising out ofor resulting from performanci ofthe Work inlhe affected area
if in fact the material or substance presenis the risk of bodily iniury or death as described in
Subparagraph ro-3.r.and has not been rendered harmless, provided ihit such claim, damage, lossor exp€nse is- attributable to bodily injury, sickness, disease or death, or to iniury to or
destruction of tangible Property (other than the Work itselQ and provided that such dumug",
loss or expense is not due to the sole negligence ofa party seeking indemnity.
lO.4 The Owner shall not be responsible under Paragraph ro.3 for materials and substances
brought to the site by the Contractor unless such materialior substances were required by the
Contract Documenl.s.
lO.5 If, without negligence on the part of the Contractor, the Contractor is held liable for
the cost of remediation of a hazardous material or substance solely by reason of performing
Work as required by the Contract Documents, the Owner shall indemni'fo the Contrictor for aii
cost and expense thereby incurred.
10.6 EMERGENCIES
10.6.l [n an emergency affecting safety of persons or property, the contractor shall act, atthe Conlractor's discretion, -to prevent threatened damage, iniury or loss. Additional
compensation or extension -of" time claimed by lhe Contractor on aciount of an emergency
shall be determined as provided in Paragraph +.1 and Article 7.
ARTICLE II INSURANCE AND 8OND5
II.I CONTRACTOR'SLIABILITYINSURANCE
fI{S DOCUMENI HI$ IMPOR\N,IT LEGAL
CONSEQUENCES. CON'ULIAIION WIf H N,I
Af f ffiNEY 15 ENCOURAGED WI|H
RESPECT fO
'f5
COMftEiION OR
tvroDtflc TtoN. AUftENfrcAnoN oF fH'
EITC I ROTIICAITY DMF f ED NA
D&UlrENf MAY BE MADE BY UStNc NA
DOCUMENI D/At.
fhis document llas been approvd ard
erfurcd by tlr- Associatd Gercrd
Contr a cl ors of Ameri ca.
II
l\YIITflZ
lPtsr'
-ot997 A|AO
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION
The American Institute of Archilects
1735 New York Avenue, N.W.
WashinSton, O.C. 20006-5292Stales and will subject the violate to legal prosecution, WARNING: Unlicensed pho6copying violates U.s.
rpyright laws and will subject lhe violator lo legal prosecution. This documenl was electronillly produced
.vith permission of the AIA and can be reproduced in accordance with your license wilhout vioiarion unlil
the date o[ expiration as noted below. User Document: 03 - ]t2on@4. AIA Li..nse Number l 5OO7. which
expires on 5/13/2004.
35
ll.l.l The Contractor shall purchase frorn and maintain in a company or companies
lawfully authorized to do business in the jurisdlction in which lhe Project is located such
insurance as will protect the Contractor from claims set forth below which may arise out of or
result from the Contractor's operations under the Contract and for which the Contractor may
be legally liable, whether such operations be by the Contractor or by a Subcontractor or by
anyone directly or indirectly employed by any of them, or by anyone for whose acts any of
them may be liable:
.l claims under workers' compensation, disability benefit and other similar
employee benefit acts which are applicable to the Work to be performed;
.2 claims for damages because of bodily injury, occupational sickness or disease, or
death of the Contractor's employees;
.3 claims for damages because of bodily iniury, sickness or diseax, or death of any
person other than the Contractor's employees;
.4 claims for damages insured by usual personal iniury liability coverage;
.5 claims for damages, other than to t[e Work itself, because of iniury to or
destruction of tangible property, including loos ofuse resulting therefrom;
.5 claims for damages because of bodily iniury, death of a person or property
damage arising out of ownership, maintenance or use of a motor vehicle;
.7 claims for bodily injury or property damage arising out of compteted operations;
and
.8 claims involving contractual liability insurance applicable to the Contractor's
obligations under Paragraph 3.r8.
ll.l.2 The insurance required by Subparagraph rr.r.r shall be written for not less than limits
of liability specified in the Contract Documents or requfued by law, whichever coverage is
greater. Coverages, whether written on an occurence or claims-made basis, shall be maintained
without interruption from date of comrnencement of the Work unlil date of hnal payment and
termination of any coverage required to be maintained after final payment.
ll.l.3 Certificates of insurance acceptable to the Owner shall be liled with the Owner prior
to commencement of the Work. These certificates and the insurance policies required by this
Paragraph u.r shall contain a provision that coverages afforded under the policies will not be
canceled or allowed to expire until at least 3o days' prior written notice has been given to the
Owner. If any of the foregoing insurance coverages are required Lo renlain in force after final
payrnertt and are reasonably available, an ad,litional certificate evidencing continuation ofsuch
coverag,e shall be submitled wiih the final Application for Paynrent as required by
Subparagraph 9.ro.2. Information concerning reduction of coverage on account of revised
limits or clairns paid under the General Aggregate, or both, shall be furnished by the Contractor
with reasonable promptness in accordance with the Contractor's information and belief.
II.2 OWNER'5 LIABILITY INSURANCE
ll.2.l The Owner shall be responsible f<rr purchasing and maintaining the Owner's usual
liability insurance.
II.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INsURANCE
ll.3.l Optionally, the Owner may require the Contractor to purchase and maintain Proiect
Management Pratective Liability insurance from the Contractor's usual sources as primary
coyeraBe for the Owner's, Contractor's and Architect's vicarious liability for construction
operations under the Contract. Unless otherwise required by the Contract Documents, the
Owner shall reimburse the Contractor by increasing the Contract Sum to pay the cost of
purchasing and rnaintaining such optional insurance coverage, and the Contractor shall not be
responsible for purchasing any other liability insurance on behalf of the Owner. The minimum
limits of liability purchased with such coyerage shall be equal to the aggregate of the limits
required for Conlractor's Liability Insurance under Clauses u.r.r.z through u.r.r.5.
TH' DOCUMEN| HN IMPOf,TN,IT UCAL
COMEOUENCE', CONSULTAI'oN MIH N,I
Af TOR|{EY 15 ENCo4JP,AIGED WITH
'IESPECr
rO tr5 COMPUflON OR
MODiFICA ON. AtfrfrNf tCAftON OF ftts
EIECr ROMCAtLY D MF f ED AI A
WCUINEN| MAY BE MADE 8Y US'N6 NA
oocUMENr D&1.
ftis document has hr.en approvd atd
erdorsed by fhe Associatd General
Cont r act ors of Arl,FJr i ca.
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-ot99, AtA@
AtA OOCUMENT A20l - t997
GENERAL CONDITIONS OF THE
CONTRACT FOR CON5IRUCTION
@coPyri8hl|9ll,19|5,l9|8,l925,l937,l95l,,|958,l95l;T96'l956',l96@
American Institute of Architerts. Fifleenth Edilion. Reproduclion of the material herein or substantial TheAmerican Institute of Archilects
quolaf ion of ifs provisions without wrilten permission of the AIA violates the copyright laws of the United l7l5 New York Avenue, N.W-
itales and will sub.jecr the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.5. Washington, D.C.20006-5292
;opyright laws and will subjert the violaior to legal prosecution. This document was elecironically produced
with permission of the AIA and can be reproduced in accordance with your license withoui violation until
the date of expiralion as noted below. User Document: O] -- y2Dl2@4. AIA License Number ltl5OO7, which
expires on 511312Co4.
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11.3.2 To the extent damages are covered by Prolect Management Protective Liability
insurance, the Owner, Contractor and fuchitect waive all rights against each other for damages,
except such rights as they may have to the proceeds ofsuch insurance. The poliry shall provide
for such waivers ofsubrogation by endorsement or otherwise.
11.3.3 The Owner shall not require the Contraclor to include the Owner, fuchitect or other
persons or entities as additional insureds on the Contractor's Liability Insurance coverage under
Paragraph rr.r.
II.4 PROPERTYIN5URANCE
ll.4.l Unless otherwise providd, the Owner shall purchase and maintain, in a company or
companies lawfully authorized to do business in the iurisdiction in which the Project is located,
property insurance w tten on a builder's risk "all-risk' or equivalent policy form in the amount
of the initial Contract Sum, plus value of subsequent Contract modifications and cost of
materials supplied or installed by others, comprising total value for the entire Project at the site
on a repla.cement cost basis without optional deductibles. Such property insurance shall be
maintained, unless otherwise provided in the Contract Documents or otherwise agreed in
writing by all persons and entities who are beneficiaries ofsuch insurance, until final payment
has been made as provided in Paragraph 9.ro or until no person or entity other than the Owner
has an insurable interest in the property required by this Paragraph u.4 to be covered,
whichever is later. This insurance shall include interests of the Owner, the Contractor,
Subcontractors and Sub-subcontractors in the Proiect.
ll.4.l.l Property insurance shall be on an 'all-risk" or equivalent policy form and shall
include, without limitation, insurance against the perils of fire (with extended coverage) and
physical loss or damage including, without duplication of coverage, theft, vandalism, malicious
mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary
buildings and debris removal including demolition occasioned by enforcement of any
applicable legal requirements, and shall cover reasonable compensation for Architect's and
Contractor's seryices and expenses required as a result oIsuch insured loss.
t1.4.1.2 If the Owner does not intend to purchase such property insurance required by the
Contract and with all of the coveraBes in the amount described above, the Owner shall so
inform the Contractor in writing prior to commencement of the Work. The Contractor may
then effect insurance which will Drotect the interests of the Contractor, Subcontractors and
Sub-sukontractors in the Work, anrl by appropriate Change Order the cosr thereof shall be
charged to the Owner. [f the Contractor is damaged by the failure or neglect of the Owner to
purchase or maintain insurance as described above, without so notiffing the Contractor in
writing, then the Owner shall bear all reasonable costs properly attributable thereto.
11.4.1.3 If the property insurance requires deductibles, the Owner shall pay costs not
covered because of such deductibles.
I1.4.1.4 This property insurance shall cover portions of the Work stored off the site, and also
portions of Lhe Work in transiL.
11.4.1.5 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence
until the insurance company or companies providing property insurance have consented to
such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor
shall take reasonable steps to obtain consent of the insurance company or companies and shall,
without mutual written consent, take no action with respect to partial occupancy or use that
would cause cancellation, lapse or reduction of insurance.
11.4.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler
and rnachinery insurance required by the Contract Documents or by law, which shall
specifically cover such insured objects during installation and until final acceptance by the
@ Copyrighl l9ll. 1915. 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 1997 by The
American Institute of Archifects. Fifteenth Edition. Reproduction of lhe material herein or substanlial
quotafion of ils provisions without written permission of the AIA violales the copyrighl laws of the United
;lates and will subject lhe violale to legal prosecution. WARNTNG: Unlicensed photocopying violates U.5.
copyright laws and will sub.iect the violator lo legal proseculion. This document was electronically produced
with permission of lhe AIA and can be reproduced in accordance with your license without violalion unlil
lhe date of expiration as noted below. Urer Document: O) -- 3l2Ot2OO4. AIA License Number lll50O7, which
exoires on 5l1ll2@4.
37
f,ls DOCUMEM HA,IMrcRf NIIr LEGAL
CO/IJ5EftJENCES. CONSWI AflON MfH AN
Af TORNEY lS E|!tr?t//RAcfD WfH
RESPECr fO lfs COtvlHIftON OR
ftpoErcAnql. AUf tE NfrcAfto^t G ft{s
EUCTRONCAIIY DFI.FI ED NA
NCU|'EN| MAY 8E MADE BY lJstNG HA
NCUMEN| D&'.
tks document tras fun approvd ard
erdorsd by lhe Associatd Gerwri
Contrxtors of Anerica.
olE T AIAO
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CON5TRUCTION
The American lnstilute of Architecls
1735 New York Avenue, N.W.
Washinglon, O.C. 20@6-5292
Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors and
sub-sukontractors in the Work, and the owner and contractor shall be named insureds.
11.4.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and
maintain such insurance as will insure the owner against loss of use of the owner's property
due to fire or other hazards, however caused. The Owner waives all rights ofaction agiinsi th"
contractor for loss ofuse ofthe ormer's property, including consequential losses due-to fire or
olher hazards however caused
11.4.4 If the Contractor requests in writing that insurance for risks other than those described
herein -or other special causes of loss be included in the property insurance policy, the owner
shall, if possible, include such insurance, and the cost therioishail be chargedto the Contractor
by appropriate Change Order.
11.4.5 . If during the Proiect construction period the owner insures properties, real or
personal or both, at or adjacent to the site by property insurance under policies separate from
those insuting lhe Project or if after final payment property insurance is to be provided on the
completed Proiect through a policy or policies other than those insuring the Pr6iect during the
construction period, the owner shall waive all righs in accordance with the ternis of
subparagraph r,4.7 for damages caused by fire or other causes of loss covered by this separate
pro.perty insurance. All separate policies shall provide this waiver of sibrogation by
endorsement or otherwise.
ll.4'6 Before an exposure to loss may occur, the owner shall file with the contractor a copy
o.f each policy that includes ins.urance coverages reguged by this paragraph n.a. Each policy
shall contain all generally applicable conditions, difinitions, exclusidns'and endorsements
related to this Proiect. Each policy shall contain a provision that the policy will not be canceled
or allowed.to expire, and.that its limits will not be reduced, until at least 3o days'prior written
notice has been given to the Contractor.
I1.4.7 Waivers of Subrogation. The Owner and Contractor waive all righrs againsr (r)
each other and any of their sukontractors, sub-subcontractors, agents and employees-, eacb of
the other, and (z) the Architect, Architect's consultants, separlte contractors described in
Article 6' if any, and any of their subcontractors, sub-subcontractors, agents and employees, for
damages caused by fire or other causes of loss to the exl.ent covered by property insurance
obtained pursuant to this Paragraph u.4 or other property insurance appliiable to the work,
except such rights as they have to prcceeds of such insurance held by thl owner as liduciary.
The Owner or Contractor, as appropriate, shall require ofthe Architect, Architect's consultants,
separate contractors described in Article 6, if any, and the subcontractors, sub-sukontractors,
agents and employees. of. any of them,. by a_ppropriate. agreements, written where legally
required for validity, sirnilar waivers each in favor of other parties enumerated herein.
*Thi
policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of
subrogation shall be effective as to a person or entity even though that person or entity would
otherwise have a duty of indemnification, contractual or otherwise, did-not pay the insurance
prenriunr directly or indirectly, and whether or not the person or entity had an insurable
interest in the properLy damaged.
I1.4.8 A loss insured under Ownet's property insurance shall be adjusted by the Owner as
fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may
appear, subject to requirements ofany applicable mortgagee clause and ofsubparagra.ph u.4.ro.
The Conlractor shall pay Subcontractors their just shares of insurance proceedl reciivid by the
contractor, and by appropriate agreemenrs, written where legally required for validily, lhall
require Subcontractors to make paynrents to their Sub-subcontractors in similar manner.
11.4.9 [f re<luired in writing by a party in interest, the Owner as fiduciary shall, upon
occurrence of an insured loss, give bond for proper performance of the Owneis duties. ihe
@ Copyright l9ll, 1915, 1918, 1925, 193
American lnstitute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial
quolation of iis provisions withoul written permission of the AIA violates the copyright laws of the United
Stales and will subject the violate to legal prosecution. WARNING: Unlicensed pholocopying violates U.5.
rpyright laws and will subject lhe violalor fo legal proseculion. This document was electronically produced
.vilh permission of the AIA and can be reproduced in accordance wilh your license without vioiation until
lhe date of expiralion as noted below. User Document: 03 -- 3l2}l2@'4. AIA Lr(enre Number llt5oo7. which
expires on 5ll3l2@4.
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COMEQUENCES. COI'ISULTAI ION WIIH AN .
ATTOR,ifY tS ENCOURAC,ED WfH t
RESPECI fO tf' COiTIPIETiON OR
MOOiFTAION. AUftENtrcAnON Of ftts
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,#HtriPH"itr,HE:;' IContrelorc of Anprica.
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:lt.Xlg'^X*fi1;P?1, I
CONTRACT FOR CONSTRUCIION
#ii:il[:?Jtil:"J:"nlii:n'*.'' I
Washington, D.C. 2OOO5-5292
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cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall
deposit in a separate account proceeds so received, which the Owner shall distribute in
accordance with such agreement as the parties in interest may reach, or in accordance with an
arbitration award in which case the procedure shall be as provided in Paragraph 4.5. If after
such loss no other sPecial agreement is made and unless the Owner terminatel the ConLract for
conv-enience, -replacement of damaged property shall be performed by the contractor after
notification of a Change in the Work in accordance with Article Z.
ll.4.lO The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless
one of the.parties in interest shall object in witing within 0ve days after occurence of loss to
the Owner's exercise of this power; if such objection is made, the dispute shall be resolved as
provided in Paragraphs 4.5 and 4.d. The owner as fiduciary shall, in the case of arbitration,
make settlement with insurers in accordance with directions ofthe arbitrators. Ifdistribution of
insurance proceeds by arbitration is required, the arbitrators will direct such distribution.
II.5 PERFORMANCE BOND AND PAYMENT BOND
ll.5.l The Owner shall have the right to require the Contractor to furnish bon& covering
hithful petformance of the Contract and payment of obligations arising thereunder ai
stipula,led in bidding requirements or specifically required in th; Contract Documents on the
date ofexecution of the Contract.
11.5,2 Upon the recluest of any person or entity appearing to be a potential beneficiary of
bonds covering payment of obligations arising under the Contract, the Contractor shall
promptly furnish a copy of the bonds or shall permit a copy to be made.
ARTICLE 12 UNCOVERING AND CORRECTION OF WORKI2.I UNCOVERING OFWORK
l2.l.l lf a portion of the Work is covered contrary to the Architect's request or to
requirements specifically expressed in the Contract Documents, it must, if required in writing
by the Architect, be uncovered for the Architect's exarnination and be ieplaced at the
Contractor's expense without change in the Contract Time.
12-1.2 If a portion of the Work has been covered which the Architect has not specifically
requested _to examine Prior to its being covered, the Architect may request to see such Work
and it shall be uncovered by lhe Contractor. [fsuch Work is in accordance with the Contract
Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at the
Owner's expense- If such Work is not in accordance with the Contracl. Documents, correction
shall be at the Contractor's expense unless the condition was caused by the Owner or a separare
contractor in which event the Owner shall be responsible for payment ofsuch costs.
12.2 CORRECflON OFWORK
12,2,1 BEFORE OR AFTER 5UBSTANTIAL COMPLETION
12.2.1.1 The Contractor shall promptly conect Work rejected by the Architect or failing to
conform to the requiretnents of the Contract Docunrents, whether discovered before or after
Substantial Completion and whether or not fabricated, installed or completed. Costs of
couecting such reiected Work, including additional testing and inspections and compensation
for the Architect's seryices and expenses made necessary ihereby, ihall be at the Cohtractor's
exPense.
12.2.2 AFTER SUBSTANTIALCOMPLETION
12,2,2.1 In addition to the Contractor's obligations under Paragraph:.:, il wlthin one year
after the date of Substantial Completion ofthe Work or designated portion thereofor after the
date for commencement of warranlies established under Subparagriph 9.9.r, or by terms of an
applicable special warranty required by the contract Documints,-any of the woik is found to
be not in accordance wilh the requirements of the Contract Documents, the Contractor shall
@ Copyright l9ll, 1915, 1918, 1925, l93tl
American Institute of Archilects. Fifleenlh Edifion. Reproduction of the material herein or substanfial
guotation.of ilr Provisions withoul wrilten permission of rhe AIA violates the copyright laws of the United
statet and will subject the violate to legal prosecution. WARNING: Unlicensed phoiocopying violates U.5.
-op.yright laws and, will subject the violator lo legal prosecution. This document was electroniially produced
with permission of the AIA and can be reproduced in accordance with vour license without vioiation until
the date of expiralron as noled below. User Documenl:03 -- 3/2ol2@4. AIA Li."nr" Number lll5oo7, which
expires on sllllzco,4.
ro
TH' D&UMENI HAS IMNRTNI| IEGAL
CONSEOUENCES. CONSULTATION WITH AN
AIIOR|v/EY IS ETKOUF,A.GED WIIH
nEsPECf to tTs coMWfpN q
MODIF'CA|ION. AUTIENIrcANON OF T}TS
EUC|RONICNIY DRAF fED NA
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fhis document has fuen approvd and
etdorsd by tl:e- Nsociatd General
Conlraclors of AnEica.
ot997 AIAO
AIA DOCUMENT A2OI . 1997
GENERAI CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION
lhe American tnstitute of Architecrs
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
$ru
correct it promptly after receipt of written notice from the Olrrler to do so unless the Owner
has previously given the Contractor a written acceptance of such condition. The Owner shall
give such notice promptly after discovery of the condition. During the one-year period for
correction of Work, if tbe Owner fails to notifr the Contractor and give lhe Contractor an
opportunity to make the correction, the Owner waives the rights to require correction by the
Contractor and to make a claim for breach of wananty. If the Contractor fails to correct
nonconforming Work within a reasonable time during that period aft.er receipt of notice from
the Owner or Architect, the Owner may correct it in accordance with Paragraph 2.4.
12,2.2.2 The one-year period for correction of Work shall be extended with respect to
portions of Work 6rst performed after Substantial Completion by the period of time between
Subntantial Completion and the actual performance of the Work.
12.2.2,3 The one-year perlod for correction of Work shall not be extended by corrective
Work performed by the Conlractor pursuant to this Paragraph 12.2.
12.2.3 The Contractor shall remove from the site portions of the Work which are not in
accordance wilh the requirements o[the Contract Docurnents and are neither corrected by the
Contractor nor accepted by the Owner.
12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction,
whether completed or partially cornpleted, ofthe Owner or separal.e contractors caused by the
Contractor's correction or removal of Work which is not in accordance with the requirements
of the Contracl Documents.
12.2.5 Nothing contained in this Paragraph rz.z shall be construed to establish a period of
limitation with respect to other obligations which the Contractor might have under the
Contract Documents. Establishment of the one-year period for correction of Work as described
in Subparagraph rz.z.u relates only to the specific obligation of the Contractor to correct the
Work, and has no relationship to the time within which the obligation to comply with the
Contract Documents may be sought to be enforced, nor to the tlme within which proceedings
may be commenced to establish the Contractor's liability with respect to the Contractor's
obligations other than specifically to correct the Work
I2.3 ACCEPTANCE OF NONCONFORMING WORK
12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements
of the Contract Documents, the Owner may do so insl.ead of requiring its removal and
correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such
adjustment shall be effected whether or not final payment has been made.
ARTICLE I3 MISCELLANEOUSPROVISIONS
I3.I GOVERNING LAW
l3.l.l The Contract shall be governed by the law ofthe place where the Project is located.
13.2 5UCCE550R5 AND ASS|GNs
13.2,1 The Owner and Contractor respectively bind themselves, their partners, successors,
assigns and legal representatives to the other party hereto and to partners, successors, assigns
and legal representatiyes of such other party in respect to covenants, agreements and
obligations contained in the Contract Documents. Except as provided in Subparagraph r3.z.z,
neither parly to the Contract shall assign the Contract as a whole without written consent of
the other. Ifeither party attempts to rnake such an assignment without such consent, that party
shall nevertheless remain legally responsible for all obligations under the Contract.
13.2.2 The Owner nray, without consent of the Contractor, assign the Contract to an
institutional lender providing construction financing for the Project. In such event, the lender
O Copyrighr 'l9ll, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1951, 1966, l96f, 197o' 1976, 1987, 1997 btTht
American Inslitule of Architerts. Fifteenlh Edilion. Reproduction of the malerial herein or substanlial
quotation of its provisions without writfen permission of lhe AIA violafes the copyright laws of the United
states and will subject the violale lo legal proseculion. WARNING: Unlicensed pholocopying violates U.5.
copyright laws and will subject the violator to legal prosecution. This document was electronically produced
with permisrion of the AIA and can be reproduced in accordance with your license without violalion until
ihe date of expiration as noted trelow. User Document: O] -- 3l2ol2@4. AIA License Number lll5OO7, which
expires on 5l1ll2@4.
40
TI45 WUMENT HlsIMPORTNIT EGAL
CONSEOWNCES. CONSULIAI ION WfH N!
ATIORNEY IS ENCOUP./|GED WIH
RE9EC| fO tf' C@4PLEI\ON Of,
M@IFICATION. AUIIENNCANON OF IITS
ELEC T RONICALLY DRAF TE O N A
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edorsd by Tle Associatd Genercl
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AIA DOCUMENI A2O1 . 1997
GENERAL CONDITION5 OF THE
CONTRACT FOR CON5TRUCTION
The American Insiitule of Architects
U35 New York Avenue. N.W.
Washington, D.C. 20005-5292
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shall assume Lhe Owner's rights and obligations under the Contract Documents. The
Contractor shall execute all consents reasonably required to facilitate such assignrnent.
I3.3 WRITTEN NOTICE
13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the
individual or a member of the firm or entity or to an oflicer of the corporation foiwhich it was
intended, or if delivered at or sent by regiitered or certified mail to ihe tast business address
known to the party giving notice.
I3.4 RIGHTS AND REMEDIE5
13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies
available thereunder shall be in addition to and not a limitation of duties, obligations, rights
and remedies otherwise imposed or available by law.
13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a
waiver of a right or duty afforded them under the Contract, nor shall such action or failure to
act constitute.approval of or acquiescence in a breach thereunder, except as may be specifically
agreeo m wntrng.
I3.5 TESTS AND INSPECTION5
13.5'l Tests, inspections and approvals of portions of the Work required by the Contract
PTtp..ntt or b; laws, ordinances, rules, regulations or orders of public authorities having
iurisdiction shall be made at an appropriate fime. Unless otherwise provided, the Contractor
shall male arrangements for-such tesLs, inspections and approvals with an independent testing
laboratory or entity acceptable to the ownei, or with the appropriate public autliority, and shal'i
bearall related costs oftests, inspections and approvals. Thi C6ntractor shall give the fuchitect
timely notice of when and where tests and inspections are to be made so that ihe Architect may
\ ppsgnt for such procedures. The Owner ihall bear costs of tests, inspeclions or approvali
which do not become requirements until after bids are received or negotiaiions concludii.
13'5.2 If the Architect, Owner or public authorities having iurisdiction determine that
portions of the work require additional testing, inspection or approval not included under
subparagaph r3.5.r, the Architect will, upon writ'ien authorization hbm the owner, instruct the
Contractoi to. make arrangements for such additional tesLing, inspection or approval by an
entity acceptable to the Owner, and the Contractor shall give iinrely notice to the fuchileat of
when and where tests and inspections are to be made so [hat the Aichitecl may tre present for
such procedures. Such costs, except as provided in Subparagraph 13,5.3, shall be at the Owner's
exPense.
13.5.3 [f such procedures for testing, inspection or approval under Subparagraphs r3.5.r and
4-5.2 reveal failure of the-portions of the work to comply with requirements established by the
contract Documents, all costs rnade necessary by such failure including those of repiated
p_rocedures. and compensation for the Architect's services and
"xpenJes
shall be it the
Contractor's expense.
13.5..4 Required certificates of testing, inspection or approval shall, unless otherwise required
by the Contract Documents, be secured by the Contractor and promptly delivered to the
fuchitect.
l3'5.5 If the Architect is to observe tests, inspections or approvals required by the contract
Documents, the Architect will do so promplly and, where practicable, at the normal place of
testing.
13.5.6 Tests or inspections conducted pursuant to the Contract
promptly to avoid unreasonable delay in the Work.
Documents shall be rnade oleeT AlAo
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OF THT
CONTRACT FOR CON5TRUCTION
rH, DOCUMENT HA' MTR|NIT UGN-
CONSEQUENCE . COMULTAIION WfH N,I
AIIONNEY
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ENCOUf,AGED WTH
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MOD'ErcANON. AUITENfTANON OF THS
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This document has been approvd ard
etdorcd by ll:rc Asnciated Geterd
Contr actors of Antr ica -
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@ Copyright l9ll, 1915, 1918, 1925,
American Institute of Architects. FifleenJh Edition. Reproduction of the material herein or substintial TheAmerican lnstifuteof Architectsquotation.of its provisions without wrilten permission of the AIA violales the copyright laws of the United Uj5 New york Avenue, N.w.
States and will subiect lhe violate to legal proseculion. WARNING: Unlicensed phot-ocopying violates U.S. Washinpton, D.C.20006.5292
.opyright laws and- will subjecl the violator lo legal prosecution. This document was electioni-lly produced
with Permission of lhe AIA and can be reproduced in accordance with your license without vioiation until
lhe daie of expiralion as noted below. User Document: O 3 -- 3l2}l2@4. AIA Llcens" Number I 5OO7. which
expires on 5l'1312cn4.
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13.6 INTEREST
13.6.1 Payments due and unpaid undet the Contract Documents shall bear interest from the
date payment is due at such rate as the parties may agree upon in writing or, in the absence
thereof, at the legal rate prevailing from time to time at the place where the Droiect is located-
13.7 COMMENCEMENT OF 5TATUTORY LIMITATION PERIOD
13,7.1 As between the Owner and Contractor:
.l Before Substantial Completion. As to acts or failures to act occurring prior
to the relevant date of Substantial Completion, any applicable statute of
lirnitations shall commence to run and any alleged cruse of action shall be
deemed to have accrued in any and all events not later than such date of
Substantial Completion;
.2 Between Substantial Completion and Final Certificate for Payment. As
to acts or failures to act occurring subsequent to the relevant date of Substantial
Cornpletion and prior to issuance of the hnal Certificate for Payrnent, any
applicable statute of limitations shall commence to run and any alleged cause oT
action shall be deemed to have accrued in any and all events not later than the
date ofissuance ofthe final Certificate for PaymenU and.3 After Final Certificate for Payment. fu to acts or failures to act occuning
after the relevant date of issuance of the final Certilicate for Payment, any
applicable statute of limitations shall commence to run and any alleged c"ur" of
action shall be deemed to have accrued in any and all events not later than the
date of any act or failure to act by the Contractor pursuant to any Waranty
provided under Paragraph 3.5, the date ofany correction ofthe Work or failure to
correct the Work by the Contractor under Paragraph ru.z, or the date of actual
commission of any other act or failure to perform any duty or obligation by the
Contractor or Owner, whichever occurs last.
ARTICLE 14 TERMINATION OR SUsPENSION OF THE CONTRACT
14.I TERMINATION BY THE CONTRACTOR
14.l.l The Contractor may terminate the Contract if the Work is stopped for a period of 3o
consecutive days through no act or fault of the Contractor or a Sukontractor, Sub-
subcontractor or their agenl.s or employees or any other persons or entities perfornting portions
of the Work under direct or indirect contract with the Contractor, for any of the following
reasolrs:
,l issuance ofan order ofa court or other public authority having jurisdiction which
requires all Work to be stopped;
.2 an act of government, such as a declaration of national emergency which requires
all Work to be stopped;
.3 because the Architect has not issued a Certificate for Payment and has not
notified the Contractor of the reason for withholding certification as provided in
Subparagraph 9.4.r, or because the Owner has not rnade payment on a Certificate
tbr Payment within the time stated in the Contract Documents; or.4 the Owner has failed to furnish to the Contractor promptly, upon the
Contractor's request, reasonable evidence as required by Subparagraph z.z.r.
14.1.2 The Contractor may ternrinate the Contract if, through no act or fault of the
Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other
persons or entities performing portions of the Work under direct or indirect contract with the
Contraclor, repeated suspensions, delays or interruptions of the entire Work by the Owner as
described in Paragraph r4.l constitute in the aggregate more than loo percent of the total
number of days scheduled for completion, or rzo days in any J55-day period, whichever is less.
@ Copyrighl l9ll, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, '1966, 1967, 197o, l9/5, l9etl937E TF-
American tnslilute of Architecls. tifteenth Edition. Reproduclion of the material herein or subsfantial
quotation of its provisions withoul writlen permission of lhe AIA violates the copyright laws of lhe United
Stales and will subiect the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.5.
opyright laws and will subject lhe violator lo legal prosecution. This document was electronically produced
wilh permission of the AIA and can be reproduced in arcordance wifh your license without violation until
rhe date of expiration as noted below. User Document. OJ -- Y2y2ctr'4. AIA License Number lll5OO7, which
expires on 5ll3l7co4.
42
TTIIS DoCUMENI Hr'6
'MrcRTN,IT
Lr,GAL
coNsEowlvcE'. coMULf AI//ON WrrH /I,t
ATIORNEY 15 ET'ICOURr'(I,ED W'f H
RESPECi fO IT5 COMPITTION OR
MOAFTA\ON. AUf rcN CAiION OF THS
EIECr ROMCAIIY DRN T ED AIA
DOCUi'4fNT MAY 8E MADE BY USING NA
DOCUAENI DI'OI.
ffis docummt lrlrs been approvd atd
erdorsd by fhe Associatd Gerard
Cont(xtors of A,',erica.
01997 A|AO
AIA DOCUMENT A2OI - 1997
GENERAL CONDITIONS OF THI
CONTRACT FOR CON5TRUCTION
The American Institut€ of Archite(ts
U35 New York Avenue, N.W.
Washington, D.C, 20006-5292
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14.1.3 If one of the reasons described in Subparagraph r4.r.r or r4.r.2 exists, the Contractor
may, upon seven days' written notice to the Owner and Architect, terminate the Contract and
recover. from the Owner payment for Work executed and for proven loss with respect to
rnaterials, equipment, tools, and construction equiprnent and machinery, including reasonable
overhead, pront and damages.
14.1.4 If the Work is stopped for a period of 6o consecutive days through no act or fault of
the Conlractor or a Sukontractor or their agents or employees or any other persons performing
Portigns of the Work under contract with the Contractor because the Owner has penistently
failed to fulfill the OwneCs obligations under the Contract Documents with respeci to matters
important to the progress of the Work, the Conlractor may, upon seven additional dala'
rvritten notice to the Owner and the Architect, terminate the Contract and recovet from lhe
Owner as provided in Subparagraph r4.r.3.
14,2 TERMINATION BY THE OWNER FOR CAUSE
14.2.t The Owner may terminate the Contract if the Contractor:,l persistently or repeatedly refuses or fails to supply enough properly skilled
workers or proper materials;
.2 fails to make payment to Subcontractors for materials or labor in accordance with
the respective agreements between the Contractor and the Subcontractors;.3 persistently disregards laws, ordinances, or rules, regulations or orders ofa public
authority having iurisdiction; or.4 otherwise is guilty of substantial breach of a provision of the Contract
Documents.
14.2.2 When any of the above reasons exist, the Owner, upon certification by the Architect
that sulhcient cause exists to justi$ such action, may without preiudice to any other rights or
remedies of the Owner and after giving the Contractor and the Contractor! surety, if any,
seven days' wtitten notice, terminate employment of the Contractor and may, subject to any
prior rights of the suret),:
,l take possession ofthe site and of all materials, equipment, tools, and construction
equipment and machinery thereon owned by the Contractor;.2 accept assignment ofsubcontracts pursuant. to Paragraph 5.4; and.3 finish the Work by whatever reasonable method the Owner rnay deern exr;edient.
Upon request of the Contractor, the Owner shall furnish to the Contiactor a
detailed accounting of the costs incurred by the Owner in finishing the Work.
14,2.3 When the Owner terrninates the Contract for one of the reasons stated in
Subp-aragraph r4-2.r, the Contractor shall not be entitled to receive further payment until the
Work is finished.
14.2.4 [f the unpaid balance of the Contract Sum exceeds costs of finishing the Work,
including compensation for the fuchitect's services and expenses made necessary thereby, and
other damages incurred by the Owner and not expressly waived, such excess shall be paid to the
Contractor. Ifsuch costs and damages exceed the unpaid balance, the Contractor shall pay the
difference to the Owner. The amount to be paid to the Contractor or Owner, as the caie may
be, shall be certified by the Architect, upon appllcation, and this obligation for payment shall
suwive termination of the Contract.
I4.3 5U5PENSION BY THE OWNER FOR CONVENIENCE
14.3.1 The Owner may, without cause, order the Contractor in witing to suspend, delay or
interrupt the Work in whole or in part for such period of time as the Owner may determine.
ITIS DOCUIvENT HAS IMPoRIANT ITGAL
coMEQUEt{c$. COitSULfAflON WTH N,l
AITORMY IS EI'ICo./RAGED WfH
f,ESPECT TO IT5 COMPLEflqI OR
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EIFCTRONCNTV DMFTED NA
OocUlffNt MAY BE I,ADE 8Y ItSlNc NA
DOCU|IIENI Dn,.
ffis document lras fuen apyovd atd
ufursd by flc Associatd Gercral
Co nt r actors of AnErica.
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONS OF THE
CONTRACT FOR CONSIRUCTION
The American Institute of Architec15
1735 New York Avenue. N.W.
Washington, D.C. 20006-5292
$ffi
-ot997 AtA@
American Inslilute of Architects. Fifteenlh Edition. Reproduciion of the material herein or substantial
quotation o[ its provisions wilhoul wrillen permission of the AIA violates the copyright laws of the United'tates and will subiect the violate to legal proseculion. WARNING: Unlicensed photo(opying violates U.S.
ioPyriEhl laws and will subiect the violalor to legal proseculion. This document was electroniially produced
wifh permission of the AIA and can be reproduced in accordance with your license wilhoul violalion until
lhe dale of expiration as noted below. User Document: O) -- 3l2}l2ctr,4. AIA License Number lll5OO7, which
expires on 5lly2oo4.
4)
14.3.2 The Contract Sum and Contract Time shall be adiusted for increases in the cost and
time caused by suspension, delay or interruption as described in Subparagraph r4.3.r.
Adiustment of the Contract Sum shall include profit. No adjustment shall be made to the
extent:
,l that performance is, was or would have been so suspended, delayed or interrupted
by another cause for which the Contractor is responsible; or
.2 that an equitable adjustment is made or denied under another provision of the
Contract.
14.4 TERMINATION BYTHE OWNER FOR CONVENIENCE
14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and
without cause.
14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's
convenience, the Contractor shall:
.l cease operations as directed by the Owner in the notice;
.2 take aclions necessary, or that the Owner may direct, for the protection and
preservation of the Work; and
.3 except for Work directed to be performed prior to the effective date of
termination stated in the notice, terminate all existing subcontracts and purchase
orders and enter into no further subcontrects and purchase orderc.
14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be
entitled to receive payment for Work executed, and costs incurred by reason of such
termination, along with reasonable overhead and profit on the Work not executed.
fHS W.UlvENf HAS lMm/RfAilT LEGAL
COI,,I'EQUENCES, CONSULI AT ION WT H N'I
ATTOWEY
'5
ENCOIJI,4IGED WfH
RESPECT tO tfi COt'lPLEfrON OR
tt$DlFrcArrcN. AUiHENTICAIION OF ftli
ELECTROMCAUY DNN\ED NA
Do€UtvENf MAY BE trlAD€ BY Ugt{G NA
DEUMEN| D/'O'.
Itis &<ument lu ber.n approved ard
erdorsd by fln r'ssociatd Ctenerd
Conl r aclors of America,
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American Institute of Architects. fiffeenlh Edilion. Reproduclion of lhe material herein or substantial
quotation of its provisions withoul writlen permission of lhe AIA violales the copyright laws of the United
lales and will subject the violate lo leSal prosecution. WARNING: Unlicensed photocopying violales U.5.
,opyright laws and will subiect the violator lo legal prosecution. This document was electronically produced
with permission of ihe AIA and can be reproduced in accordance with your Iicense without violaiion until
the dale of expiraiion as noted below. User Document: 03 - 3l2Ol2OO4. AIA License Number lll5@7, which
expires on 5ll3l2Co4.
44
6t99' A|AO
AIA DOCUMENT A2OI . 1997
GENERAL CONDITIONs OF THE
CONTRACT FOR CONSTRUCTION
The American Institute of Architects
1735 New York Avenue. N.W.
Washington, D.C. 20006-5292
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Adopted Code: 2003 International Building Code
Construction TvDe: Type II-A
Primary Occupancv: R-2
Maximum lfeisht: 85 feet, 5 stories (Height Modification 504.2)
Maximum Area: 24,000 square feet
Section 301 - Use and Occupancv Classilication
Occupancv Classification
Group A-2; Assembly
Group A-3; Assembly
Group B; Business
Group R-1; Residential
Group R-2 Residential
Group S-l Storage - Moderate Hazard
Group S-2 Storage - Low Hazard
Group S-2 Storage - Low Hazard
Occupancv Separation - Table 302.3.3*
Use
Restaurant
Health club
Office
Hotel
Apartment/Fractional Fee
Miscellaneous Hotel Storase
Parking Garage
Storage - Food Products
* Exception 302.3.3 - I hour reduction for fully sprinklered building
Adjacency
A-2/A-3
A-2lR-1
A-2tP.-2
A-2lS-l
A-2tS-2
A-3/R-r
A-3/R-2
A-3/S-l
A-3/S-2
R-lis-l
R-lis-2
R-2lS-l
R-2/S-2
R-l/R-2
A-2lA-2
A-3/A-3
R-t/R-l
R-2/R-2
s-l/s-1
s-2ts-2
Separation (Table 302.3.3)
2 Hour
2 Hour
2 Hour
3 Hour
2 Hour
2 Hour
2 Hour
3 Hour
2 Hour
3 Hour
2 Hour
3 Hour
2 Hour
2 Hour
2 Hour
2 Hour
2 Hour
2 Hour
3 Hour
2 Hour
*Separation (w/ Reduction)
I Hour
I Hour
I Hour
2 Hour
I Hour
I Hour
I Hour
2 Hour
1 Hour
2 Hour
I Hour
2 Hour
Hour
Hour
Hour
Hour
Hour
Hour
2 Hour
I Hour
302.3.2 Separated Uses
Floor Level Occuoancv Group
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3,146
s.905
9,051
R-l
Level 155 (Basement*)
Level 155 (Basementr)
Level 155 (Basement*)
Sub.Total Level 155
kvel 166 (Basement*)
Level 166 (Basement*)
trvel 166 (Basemenf )
Level 166 (Basement+)
Sub-Total Level 166
Level 177 (Level One)
Level 177 (Level One)
Level I77 (Level One)
I*vel 177 (Levet One)
Level 177 (Level One)
l-evel l'l'7 (Level One)
kvel 177 (kvel One)
Sub-Total Level 1?7
Level 186 (Level Two)
kvel 186 (trvel Two)
Sub-'Total Level 186
Level 196 (Level Three)
Level 196 (Level Three)
Sub-.Total Level 196
Level2O7 (Level Four)
Level 207 (Level Four)
Sub-Total Level 207
Lev el 2 17 (Level Five*+)
Total
A_3
R-2
Incidental Uses (A-3)
(Not in Total)
A_3
R-2
s-2
Incidental Uses (A-3)
(Not in Total)
A-2 (Restaurant)
A-2 (Kitchen)
A-2 (I.obby)
R-l
R-2
B (Accesory Uses)
Incidental Uses (R-l)
R-l
R-2
R-t
R-2
R-l
R-2
Stories
Table 503
4
Allowable Area
Table 503
23,095
35,760
23.095
Calculated Area Ratio
12,531 0.54
1,142 0.03
2.555 0.1 I
16,228 0.69
.)
4
4
23,095
35,760
39,000
23.O95
23,09s
23,095
23,095
35,760
3s,760
37,500
35,760
35,7@
35,760
35,760
35,760
35,760
35,'760
35,'160
107,280
12,321
I,153
4,363
1.157
18,994
3,567
t,202
l,586
2,354
7,078
1,030
604
17,421
4,090
10.948
15,038
', 471
r2.7r0
15,047
0.53
0.03
0.11
0.05
0-73
0.r5
0.05
0.07
0.07
0.20
0.03
0.02
0.5E
0.1 I
0.31
o.42
0.07
0.36
0.42
0.09
o.t7
0.25
o.02
0.54
3
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4
4
816
57,433
* 503.1.1 Basements need not be included in the total allowable area provided they do
not exceed the area permitted for a one-story building.
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** 504.2 Automatic sprinkler increase.
r Section 502 Definitions
B"*-""t - Ttt"t p"ttt"" of a building that is partly or completely below grade plane. A
I basement shall be considered as a stoiy uboue grade plane wherethe finished surface ofr the floor above the basement is:l. More Than 6 feet above grade plane;
I 2. More than 6 feet above ttre frniineA ground level for more than 50% of ther total building; or? More than 12 feet above the finished ground level at any point.It Section 504 Heieht Modifications
I @ increase - The maximum Heightis increased by20
I feet and the maximum number of stories is increased by one story. (85'-5 stories).
- Section 506 Area Modifications
I @AtxIr)/100)+((AtxIsyl00)
A" * Allowable area per floor
I At - Table 503 Area- RliR2: 24,000 sq. ft.- A2lA3: 15,500 sq. ft.
I Ir - Frontage Increase (506.2) - 47
I' - Sprinkler Increase (506.3) -200%
t A^ = 24,000 + ((24,000 x a7)/l00) +((24,000 x 2)/100)
N:24,OOO + (l1,280) +(480)
I A, = 35,760 sq. ft. per floor @1/R2)
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A" : 15,500 + ((15,500 x 47)/100) +((15,500 x2ll00)
I Au: 15,500 + (7,285) +(310)
I A" = 231095 sq. ft. per floor (A2lA3)
I 506.2 Frontage Increase - Ir: 100 x (F/P-0.25) x (W30)
t Ir- Increase
F- Total Building Perimeter:660'
I P - Perimeter w/ Frontage > 20': 540'
t W - Public Way/Open Space Width: Z5'
I Ir: 100 x (54o'/660'-0.25) x (25/30)
I k=47
I 506.3 Sprinkler Increaset ForMultistoryBuildings -Is=200Vo
I 506.4 Area DeterminationI For three story or higher buildings, multiply by 3,
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No story shall exceed the allowable area per floor (A'), as determined in section
506.1.
Total Area - 35,760 x 3 = 107,280 (Rlru)
602.2 Types I and II construction. Types I and II construction are those types of
construction in which the building elements listed in Table 601 are of non-combustible
materials.
Table 601
Buildins Element Ratine
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Structural Frame
Bearing Walls
Floor construction
Roof Construction
Exterior non-bearing walls Table 602
Interior non-bearine walls 0 hour
t hour
I hour
I hour
I hour
Table 602
Fire Sep. Dist. Ratine
< 5 feet
>5', <10'
>10" <30'
>30'
t hour
I hour
I hour
0 hour
603.1 Allowable Materials. Combustible materials shall be permitted in buildings of
Tlpe I or II construction in the following applications and in accordance with Sections
603. l. I through 603.1.3.
4. roof coverings that have an A, B, or C, classification.
6. Where not installed over l5 feet above grade, show windows, nailing or furring
strips, wooden bulkheads below show windows, their frames, aprons, and
showcases.
10. Combustible exterior wall coverings, balconies, or similar appendages in
accordance with Chapter 14.
I l. Blocking for handrails, millwork, cabinets, and window and doorframes.
1405.4 Wood veneers. Wood veneers on exterior walls of buildings of Type I, IL II, and
lV construction shall not be less than 1-inch nominal thickness and shall conform to the
following:
l. The veneer does not exceed three stories in height, measured form grade except
where fire retardant treated wood is used; the height shall not exceed four stories.
2. The veneer is attached to or furred from a non-combustible backing that is fire
resistant rated as required by other provisions of this code.
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704.8 Allowable area of openings. The maximum area of unprotected or protected
openings permitted in an exterior wall in any story shall not exceed the values set forth in
Table 704.8.
Table 704.8Ooening Distance Elevation Wall
Area
West 1,000 s.f.
NiS/E
Openins Achral
Area Percentaqe
72s.f. 7.2%
No Limit
Allowed %
Unprotected 10'to 15' 15%
Unprotected < 30' No Limit
706.1 Fire Barriers, General. Fire Barriers used for separation of shafts, exits, exit
passageways, horizontal exits or incidental use axeas, to separate different occupancies, to
separate a single occupancy into different fire areas, or to separate other areas where a
fire barrier is required.
707.2 Shaft enclosures required. Openings through a floor/ceiling assembly shall be
protected by a shaft enclosure.
707.4Fire resistance rating. 2 hours for four stories or more. I hour connecting less
than four stories.
707.14 Elevator shafts. Elevator hoist-way enclosures shall be constructed in accordance
with Section 707.4 and Chapter 30.
707.14.1Elevator Lobby. Elevators opening directly into a fire resistive rated
corridor as required by Section l0l6 shall be provided with an elevator lobby at each
floor containing such a corridor. The lobby shall separate the elevators from the corridor
by fire partitions and the required opening protection.
708.1 Fire partitions, General. The following wall assemblies shall comply with this
section.
l. Walls separating sleeping units in occupancies in Group R-l hotel occupancies,
and R-2.
2. Corridor walls as required by Section 1016.1.
3. Elevator lobby separation as required by section 707.14.1
708.3 Fire resistive rating. The fire-resistive rating of the walls shall be t hour.
711.3 Horizontal assemblies. Floor assemblies separating dwelling units in the same
building or sleeping units in occupancies in Group R-l hotel occupancies and R-2 shall
be a minimum of I hour fire-resistive-rated construction.
Page 5 of7
Section 715 Ooening Protectives
Table 715.3
Assembly Type
Fire Barriers
o Shaft, exit enclosure, exit
passageway
. Other Fire Barriers
Fire Partitions
. Corridor Walls
o Other Partitions
Exterior Walls
I Hour
I Hour
Required Ratins
2 Hour
Min. Fire Door,Ratine
90 Minute
60 Minute
45 Minute
20 Minute
45 Minute
45 Minute
spaces
C
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C
C
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I Hour
Table 803.5
Interior Wall and Ceiling Finish requirements by occupancy
Group Vertical exits and exit Exit access corridors and Rooms and enclosed
A-2
A-3
R-l
R-2
S
B
passageways
B
B
B
C
C
B
other exitways
B
B
C
C
C
C
Table 1004.1.2 Maximum floor area allowance per occupant
Occupancy
Assembly - Unconcentrated
Business Areas
Exercise rooms
Kitchen -commercial
Locker rooms
Parking Garages
Residential
Pools
Pool deck
Accessory storage areas, mechanical
Floor Area./Occupant
15 net
100 gross
50 gross
200 gross
50 gross
200 gross
200 gross
50 gross
15 gross
300 gross
Table 1005.1 Egress width per occupant served
Occupancy Stairwavs Other Components
A2, A3. RI, R2, B, S 0.2 0.t5
1009.1 Stairway width. The width of stairways shall be determined by Section 1005.1
but not less than 44 inches. Stairways serving and occupant load ofless than 50 shall
have width not less than 36 inches.
1009.2 Headroom. Stairways shall have a minimum headroom of 80 inches.
Page 6 of 7
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I 1009.3 Stair Treads and risers. Stair risers heights shall be 7 inches maximum. Stair
tread depths shall be I I inches minimum. Within dwelling units in R-2 occupancies, the
I maximum riser height shall be 7.75 inches and the minimum tread depth shall be 10
I inches. A nosing of 1.25 inches shall be provided on stairways with solid risers where the
tread depth is less than 1l inches.
r Table 1014.1ffif,-oo" -""o, of "sr"r,I Occupancy Max. Occ. LoadI A.B 50
Rl0ls30I
r 1014.2 Exit access arrangement. Where a building is equipped with an automatic
I sprinkler system, the separation ofthe exit doors or exit access doorways shall not be lessr than one-third of the overall diagonal dimension of the area served.
I rabre lol5.r! Eri, ""."rr oavel distance
r ffirsvrt",nI A, R, S-l 250 feetB 300 feet
I rabre lo16.lr il*.ido" Fi." Rurirt"o"" Rrtiog
I O*"@ Ratingw/SprinklerSystem
I A,B,S >30 o
R >10 0.5
I 1017.1 Exits, General. Once a given level of exit protection is achieved, such a level
shall not be reduced until arrival at the discharee.
I 1019.1 Vertical Exit Enclosures Required. ,i,..ro. exit stairways shall be enclosed
with fire barriers. Exit enclosures shall have a rating of not less than 2 hours when
I connecting four stories or more and not less than I hour when connecting less than four
I stones.
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- 20031557.00 MENDIK RESIDENCE 3/2112004
f,
SECTION OIIOO - SUMMARY
t
., PART 1-GENERAL
I.I SUMMARY
I A. This Section includes the following:I
,. l. Work covered bv the Contract Documents.
t 2. Workphases.I 3. Work under other contracts.
4. Use of premises.
I 5. Owner's occupancy requirements.
f| 6. Specification formats and conventions.
t B. See Division I Section "summary of Multiple Conffacts" for division of responsibilities for the
I Work.
I r.z woRK covERED By coNTRACT DocuMENTSI
A. Proiect ldentification: Mendik Residence, Vail Mountain tndge, Architect's Project NumberI zoo:rssz.t
I . Project Location: Unit F, 352 East Meadow Drive, Vail, Colorado, 81657I
t B. Owner: SM Vail, LLC
l. 1. Owner's Representative: Judy Robbins, Judy Robbins Interiors, hrc. 2165 East Alemeda
I Avenue, Denver, Colorado 80209 (303) 777-8485
I C. Architect: Zehren and Associates, Inc., PO Box 3401, 43 East Beaver Creek Boulevard, Suite
I 303, Avon Colorado 81620
D. The Work consists of the following:
I 1. The Work includes renovations to the existing core and shell condominium unit-
I E. Project will be constructed under a single prime contract.
I
I 1.3 woRK PHASES
I A. The Work shall be conducted in one phase.
I B. Before commencing Work, submit a schedule showrng the sequence, commencement and
I completion dates, and move -in dates of Owner's personnel for all phases of the Work.
I
I SUMMARY 01100 - I
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1.5
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2003 1557.00 MENDIKRESIDENCE 3/21t2004
1.4 WORKUNDEROTHERCONTRACTS
A. General: Cooperate fully with separate contractors so work on those contracts may be carried
out smoothly, without interfering with or delaying work under this Contract. Coordinate the
Work of this Contract with work performed under separate contracts.
B. Preceding Work: The building Owner will award separate contracts for the following
construction operations at Project site. Those operations are scheduled to be substantially
complete before work under this Contract begins.
1. A separate conhact will be awarded to coordinate and supply utilities to the unit in
accordance with the purchase and sale agreement.
C. Concurrent Work: The building Owner will award separate contract(s) for the following
construction operations at Project site. Those operations will be conducted simultaneously with
work under this Contract.
l. A separate contract will be awarded to Shaw Construction for demolition and renovations
of hotel and condominium facilities. Documents describing in detail the extent of those
renovations will be made available to the Conhactor through the Building Owner.
USE OF PREMISES
General: Contractor shall have full use of condominium premises only for construction
operations, during construction period. Conhactor's use of premises is limited only by Owner's
right to perform work or to retain other conhactors on portions ofProject.
Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb
portions of Project site beyond areas in which the Work is indicated.
l. Limits: Confine constructions operations to approximately 200 square feet of area
directly adjacent to the eastem fire stair.
2. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public.
3. Driveways and Entrances: Keep driveways parking g rage,loading areas, and entrances
serving premises clear and available to Owner, Owner's employees, and emergency
vehicles at all times. Do not use these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances-
b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.
Use of Existing Building: Maintain existing building in a weathertight condition throughout
construction period. Repair damage caused by construction operations. Protect building and its
occupants during construction period.
OWNER'S OCCUPANCY REQUIREMENTS
Partial Owner Occupancy: Building Owner will occupy the premises during entire construction
period, with the exception of areas under construction. Cooperate with Owner during
SUMMARY 0il00 - 2
B.
A,
B.
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2003 1557.00 MENDIKRESIDENCE 3tzI/2004
construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so
as not to interfere with Owner's operations. Maintain existing exits, unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used
facilities. Do not close or obstruct walkways, corridors, or other occupied or used
facilities without wfitten permission from Owner and authorities having jurisdiction.
Owner Occupancy of Completed Areas of Construction: Owner reserves the right to place and
install equipment in completed areas, before Substantial Completion, provided such occupancy
does not interfere with completion of the Work. Such placement of equipment and partial
occupancy shall not constitute acceptance of the total Work
l. Architect will prepare a Certificate of Substantial Completion for each specific portion of
the Work to be occupied before Owner occupancy.
2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner
occupancy.
3. Before partial Owner occupancy, mechanical and electrical systems shall be fully
operational, and required tests and inspections shall be successfully completed. On
occupancy, Owner will operate and maintain mechanical and electrical systems serving
occupied portions of building.
4. On occupancy, Owner will assume responsibility for maintenance and custodial service
for occupied portions of building.
SPECIFICATION FORMATS AND CONVENTIONS
Specification Format: The Specifications are organized into Divisions and Sections using the
l6division format and CSVCSC's "MasterFormat" numbering system.
l. Division 1: Sections in Division I sovem the execution of the Work of all Sections in
the Specifications.
Specification Content: The Specifications use certain conventions for the style of language and
the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Abbreviated Language: Language used in the Specifications and other Contract
Documents is abbreviated. Words and meanings shall be interpreted as appropriate.
Words implied, but not stated, shall be inferred as the sense requires. Singular words
shall be interpreted as plural, and plural words shall be interpreted as singular where
applicable as the context of the Contract Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications-
Requirements expressed in the imperative mood are to be performed by Contractor.
Occasionally, the indicative or subjunctive mood may be used in the Section Text for
clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by
others when so notec.
a. The words "shall," "shall be," or "shall comply with," depending on the context,
are implied where a colon (:) is used within a sentence or phrase.
SUMMARY 01100 - 3
20031557.00
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION OIIOO
MENDIKRESIDENCE 3nu20w
SUMMARY 0l100 - 4
I 2oo3l557.oo 3/2U2004
T
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PART 1-GENERAL
f 1.1 sLIMMARY
I A. This Section includes adminishative and procedural requirements goveming the following:
l. Lump-sumallowances.
2. Unit-costallowances.
3. Quantityallowances.4. Contingencyallowances.
5. Testing and inspecting allowances.
B. See Division I Section "Unit Prices" for procedures for using unit prices.
I C. See Division I Section "Quality Requirements" for procedures goveming the use of allowances' for testing and inspecting.
I- 1,2 SELECTIoN AND PURCHASE
I A. At the earliest practical date after award of the Conbact, advise Architect of the date when final
I selection and purchase of each product or system described by an allowance must be completed
^ to avoid delaying the Work.
I B. At Architect's request, obtain proposals for each allowance for use in making final selections.
Include recommendations that are relevant to performing the Work.
I C. Purchase products and systems selected by Architect from the designated supplier.
I 1.3 suBMrrrALSI
A. Submit proposals for purchase of products or systems included in allowances, in the form
I sp€cified for Change Orders.
I B. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for
I use in fulfillment of each allowance.
I C. Coordinate and process submittals for allowance items in same manner as for other portions of
- the Work.
1.4 COORDINATIONI
I A. Coordinate allowance items with other portions of the Work. Fumish templates as required to
coordinate installation.I
I ALLowANcES
MENDIKRESIDENCE
SECTION O12IO - AILOWANCES
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01210 - l
2003.1557.00 MENDIK RESIDENCE 3t21/2004
1.5 LUMP-SUM, UNIT-COST AND QUANTITY ALLOWANCES
A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner
under allowance and shall include taxes, freight, and delivery to Project site.
B. Contractor's costs for receiving and handling at Project site, labor, installation, overhead and
profit, and similar costs related to products and materials ordered by Owner under allowance
shall be included as part of the Contract Sum and not part of the allowance.
I.6 CONTINGENCYALLOWANCES
A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by
Change Orders that indicate amounts to be charged to the allowance.
B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner
under the contingency allowance are included in the allowance and are not part of the Contract
Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar
costs.
C. Change Orders authorizing use of funds from the contingency allowance will include
Contractor's related costs and reasonable overhead and profit margins.
D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner
by Change Order.
1.7 TESTING AND INSPECTING ALLOWANCES
A. Testing and inspecting allowances include the cost ofengaging testing agencies, actual tests and
inspections, and reporting results.
B. The allowance does not include incidental labor required to assist the testing agency or costs for
retesting if previous tests and inspections result in failure. The cost for incidental labor to assist
the testing agency shall be included in the Contact Sum.
C. Costs of services not required by the Contract Documents are not included in the allowance.
D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to
Owner by Change Order.
I.8 UNUSED MATERIALS
A. Return unused materials purchased under an allowance to manufacturer or supplier for credit to
Owner, after installation has been completed and accepted.
I . If requested by Architect, prepare unused material for storage by Owner when it is not
economically practical to return the material for credit. If directed by Architect, deliver
unused material to Owner's storage space. Otherwise, disposal of unused material is
Contractor's responsibility.
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IALLOWANCES01210 - 2
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2003 1557.00
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.2 PREPARATION
A. Coordinate materials and their
installations to ensure that each
related work.
MENDIK RESIDENCE 3tzt/2004
installation for each allowance with related materials and
allowance item is completely integrated and interfaced with
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3.I EXAMINATION
A. Examine products covered by an allowance promptly on delivery for damage or defects. Return
damaged or defective products to manufacturer for replacement.
I
I 3.3 SCHEDULE OF ALLOWANCES
A. Allowance No. I Include testing and inspection as specified in Division 0331 Section "Cast-in-
in-Place Concrete ".
B. Allowance No. 2 Include testing and inspection as specified in Division 05 120 Section
"Structural Steel".
C. Allowance No, 3 lnclude a unit cost allowance for roofing system repair and replacement as
specified in Division0lT3l Section 'Cutting and Patching", Division07610 Section "Sheet
Metal Roofing" and in Division 07210 Section "Building Insulation".
D. Allowance No. 4 Include a unit cost allowance for cutting and patching as specified in
Division0l731 Section "Cutting and Patching" and in Division0l732 Section "Selective
Demolition" and shown on drawings for all construction activities located in finished areas
below the elevation of the lower level finished floor.
E. Allowance No. 5 Include design-build contract for a fully operational fire protection system
including but not limited to design, approvals, materials, labor, testing, and inspections. Include
a unit cost allowance for additional sprinkler heads, concealed heads, and piping.
F. Allowance No. 6 Include lump sum allowance for field modifications to unanticipated,
unforeseen, hidden, or covered existing conditions related to structural steel, metal fabrications,
steel deck, and/or cast in place concrete Work indicated in the Documents.
G. Allowance No. 7 lnclude a unit cost allowance for floor leveling as specified in Division 3
"Cement Based Underlavment" indicated in the Documents.
END OF SECTION OI2IO
ALLOWANCES 01210 - 3
1.1
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1.3
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2003 r ss7.00
SECTION OI23O - ALTERNATES
PART 1-GENERAL
MENDIK RESIDENCE
SUMMARY
This Section includes administrative and procedural requirements for alternates.
DEFINITIONS
Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined
in the Bidding Requirements that may be added to or deducted from the Base Bid amount if
Owner decides to accept a corresponding change either in the amount of construction to be
completed or in the products, materials, equipment, systems, or installation methods described
in the Contract Documents.
l. The cost or credit for each alternate is the net addition to or deduction from the Contract
Sum to incorporate altemate into the Work. No other adjustments are made to the
Contract Sum.
PROCEDURES
Coordination: Modify or adjust affected adjacent work as necessary to completely integate
work ofthe alternate into Project.
l. Include as part of each altemate, miscellaneous devices, accessory objects, and similar
items incidental to or required for a complete installation whether or not indicated as part
of altemate.
Notification: Immediately following award of the Contract, notiS each party involved, in
writing, of the status of each altemate. Indicate if altemates have been accepted, rejected, or
deferred for later consideration. lnclude a complete description of negotiated modifications to
altemates.
Execute accepted alternates under the same conditions as other work of the Contract.
Schedule: A Schedule of Altemates is included at the end of this Section. Specification
Sections referenced in schedule contain requirements for materials necessary to achieve the
work described under each alternate.
3t8/2004
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I ALTERNATES 01230 - l
2OO3I557.OO MENDIKRESIDENCE
PART 2 - PRODUCTS (Not Used)
PART3 -E)GCUTION
3.I SCHEDULEOFALTERNATES
A. Alternate No. <Insert number>: <Insert descripfion of altcrnete.>
END OF SECTION OI23O
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IALTERNATES01230 -2
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20031557.00 MENDIK RESIDENCE
SECTION OI25O - CONTRACT MODIFICATION PROCEDURES
PART I -GENERAL
C.
3t8/2004
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SUMMARY
This Section specifies administrative and procedural requirements for handling and processing
Contract modifi cations.
See Division 1 Section "Allowances" for procedural requirements for handling and processing
allowances.
See Division I Section "Unit Pricesn for administrative requirements for using unit prices.
MINOR CHANGES IN THE WORK
Architect will issue supplemental instructions authorizing Minor Changes in the Work, not
involving adjustment to the Confact Sum or the Conhact Time, on AIA Document G710,
'rArchitectrs Supplemental Instructions."
PROPOSAL REQUESTS
Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed
changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If
necessary, the description will include supplemental or revised Drawrngs and Specifications.
1. Proposal Requests issued by Architect are for information only. Do not consider them
instructions either to stop work in progress or to execute the proposed change.
2. Within 14 days after receipt of Proposal Request, submit a quotation estimating cost
adjustments to the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with
total amount of purchases and credits to be made. Ifrequested, fumish survey data
to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
c. Include costs of labor and supervision directly attributable to the change.
d. Include an updated Contractor's Construction Schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and
finish times, and activity relationship. Use available total float before requesting
an extension of the Contract Time.
Contractor-lnitiated Proposals: If latent or unforeseen conditions require modifications to the
Contract, Contractor nay propose changes by submitting a requ€st for a change to Architect.
CONTRACT MODIFICATION PROCEDURES 01250 - I
20031557.00 MENDIK RESIDENCE 3t8/2004
l. Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the
proposed change on the Contract Sum and the Contract Time.
2. Include a list of qwntities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of hade
discounts.
Include costs of labor and supervision directly attributable to the change.
lnclude an updated Contractor's Construction Schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
Comply with requirements in Division I Section "Product Requirements" if the proposed
change requires substitution ofone product or system for product or system specified.
Proposal Request Form: Use AIA Document G709 for Proposal Requests. Sample copies are
included at end of this Section.
AILOWANCES
Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the
difference between purchase amount and the allowance, multiplied by final measurement of
work-in-place. If applicable, include reasonable allowances for cutting losses, tolerances,
mixing wastes, normal product imperfections, and similar margins.
l. Include installation costs in purchase amount only where indicated as part of the
allowance.
2. If requested, prepare explanation and documentation to substantiate dishibution of
overhead costs and other margins claimed.
3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders
related to unit-cost allowances.
4. Owner reserves the right to establish the quantity of work-in-place by independent
quantity survey, measure, or count.
Submit claims for increased costs because of a change in scope or nature of the allowance
described in the Contract Documents. whether for the Purchase Order amount or Contractor's
handling, labor, installation, overhead, and profit. Submit claims within 14 days of receipt of
the Change Order or Construction Change Directive authorizing work to proceed. Owner will
reject claims submitted later than 14 days after such authorization.
1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost
amount unless it is clearly shovrn that the nature or extent of work has changed fiom what
could have been foreseen from information in the Contract Documents.
2. No change to Contractor's indirect exp€nse is permitted for selection of higher- or lower-
priced materials or systems of the same scope and nature as originally indicated.
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CONTRACT MODIFICATION PROCEDURES 01250 - 2
- 20031557.00 MENDIK RESIDENCE 318/2004
| 1.5 .HANGE.RDERPR..EDTJRES
I A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures
I ofOwnerandConhactoronAlADocumentGT0l formincludedatendofPart3.
I 1.6 coNSTRUcrroN.HANGEDrREcrrvE
tar A. Constuction Change Directive: Architect may issue a Construction Change Directive on
I AIA Document G714. ConsFuction Change Directive instructs Contractor to proceed with ar change in the Work, for subsequent inclusion in a Change Order.
I l. Construction Change Directive contains a complete description of change in the Work. It
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t::r}e.iflil::
method to be followed to determine change in the Contract Sum or the
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I B. Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive.
t ' ffi:il:iliJ:l:r"::'m%,'*?fi:i?r,:1fr";:ff::,:"
and supporting data necessary to
- PART 2 - PRODUCTS (NotUsed)
I PART 3 - EXECUTIoN (Notused)
I END OF SECTTON 01250
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CONTRACT MODTFTCATTON PROCEDURES 012s0 - 3
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EEEEEn
COMPLETION OR MODTFICATION. AUTHENTICATION OF THIS ELECTRONICAILY DRAFTED AIA DOCUMENT MAY BE I,,{ADE BY USING AIA
ARCHITECT'S
SUPPLEMENTAL I NSTRUCTIONS
AIA DOCUMENT GTto - ELECTRONIC FORMAT
OWNER
ARCHITECT
CONSULTANT
CONTRACTOR
FIELD
OTHER
PROJECT:
(Name, address)
OWNER:
TO:
(6nnactor)
CONTRACT FOR:
CONTRACT DATED:
ARCHITECT'5 SUPPLEMENTAL
INSTRUCTION NO:
ARCHITECT:
ARCHITECT'5 PROJECT NO:
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions
indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time.
Architect
CHITECT's SUPPL€MENTAL INSTRUCTIONS - 1992 EDITION - AIA@ - WARNING: Unlicensed photocopying violates U.5- copyriSht laws and will
,,rbje(t the violalor lo legal prosecution. This document was electronically produced with permirsion of the AIA and can be reproduced in
accordance with your Iicense wifhout violation until the date of expiration as noted below. User Document; 1557 asi.aia -- 31812c/i4. AIA License
Number l'll5OO7, which expires on 5/13/2OO4.
Electronic Format GTlO - 1992
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Contract Adm inistration#AIA G7O9 Work Changes Proposal Request
Distribution List:
Owner
Architect
Consullant
Contractor
Field
Other
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PROJECT (Name and address):
OWNER (Name and address):
FROM ARCHITECT (Name and address):
TO CONTRACTOR (Name and address):
PROK)SAL REOUEST NUMBER:
DATE OF ISSUANCE:
CONTRACT FOR:
CONIRACT DATE:
ARCHITECT'S PROJECI NUMBER:
herein. Within ( )
an itemized for
the
is anlicipated.
THIS A CHANGE
E
PTION (lnrert a wri of the Work):
AITACHMENTS (List atlached documents that support description):
Time for proposed lo lhe Contract Documents
or notify the Archited, in of the date on which proposal
OR A DIRECIION T WITH THE WORK
REQUESTED BY THE ARCHITECT:
(Signature)(P|'in ed name and tirte)
CAUTIoN: You should sign an original AIA Contract Documenl. An original assures changes will not be obscured.
Unlicensed photocopying violafes U.5. copyright laws and will subject fhe violator lo legal prosecufion. To report copyright violations of AIA
Contract Documenls, e-mail The American Institufe of Archifects' legal counsel. copyright6aia.orS. This document was eleclronically produced wilh
permission of the AIA and can be reproduced without violation until the date of expiration as noted below. User Document: 1557 proposal
'quest.aia - ySlzoo4. AIA License Number lll50o7, which expires on 5/13/2004.
Electronic Format G7O9 - 2OOl
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Contract Administration#AIA GTOl Change Order
Distribution List:
Owner
Architect
Contractor
Field
Other
CHANGE ORDER NUMBER:
DATE:
ARCHITECT'S PROJECT NUMBER:
CONTRACT DATE:
CONTRACT FOR:
PROJECT (Name and addressl:
I ro coNTRAcToR (ivame and address):
I
THE CONTRACT IS CHANGED AS FOLLOWS:
(lrdude, wl*re applica e, any wdisputed amount atnibuta e to previovsly executd Corctruction Change Directives)
which case a Change Order is executd to supersde the Corstruction Change Directive.
I Nor vALrD uNTrL srcNED By rHE ARCHTTEcT, coNTRAcToR AND owNER.
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DATE
ARCH f TECT (Firm mme)CONTRACTOR (Firm name)OWNER (Frrm name)
ADDRESS ADDRESS ADDRESS
gY (Signature)BY (SiBnature)BY (SiBnature)
(fypd name)(typed nanc)
DATE
(typed nanre)
DATE
CAUTION: You should sign an original AIA Contract Document. An original assures changes will not be obscured.
"photocopying violates U.5. copyright laws and will subject the violator to legal prosecution. To report copyright violalions of AIA Contraci
Documents, e-mail The American Instituie of Architects' legal counsel. copyright@aia.org. This document was eleclronically produced with
permission of the AIA and can be reproduced wilhout violation until the date of expiralion as noted below. User Documenf: 1557 chan8e order.aia -
- 31812Co4. AIA License Number I ll5OO7, which expires on 511312C(j4.
Electronic Format GTOI - 2OOl
ffi A T A ContractAdministration"ryrffllt G714 Construction Change Directive
PROJECT (Name and address):
TO CONTRACTOR (Name ard address):
You are hereby directed to make the following chanSe(s) in ihis Confract:
(Describe briefly any proposed changu ot list any attaclnd information in the alternative)
PROPOSED ADJUSTMENTS
,,' 't. The proposed basis o[i#justment to-the Contract Sum or Guaranteed Maximum pricdii:{ii
. Lump Sum (increase) '(decrease) of $
. Unit Price of $ perI . As provided in Subparagraph 7.3.3 of AIA Document A2Ol-1997
. As follows:
":'''2. The Contract Time is proposed to (be adjusted) (remain unchanged). The proposed adjustment, if any, is (an
increase of days) (a decrease of days).
When signed by the Owner and Archilect and received by fhe Contractor. this
document becomes effeclive IMMEDIATELY as a Consf ruclion Change Direclive
(CCD), and the Conlractor shall proceed with the change(s) described above.
ARCHf TECT (Firm mne)OWNER (Firm narne)CONTRACTOR Girm name)
ADDREsS ADDREsS ADDRESS
8Y (Signature)BY (Si?nature)BY (Signature)
(fyped name)(fyped nane)(fyped rane)
DATE DATE DATE
CAUTION: You should sign an original AIA conlract Document. An original assures changes will not be obscured.
*l
Unlicensed photocopying violates U.5. copyright laws and will subject lhe violator to legal prosecution. To repori copyright violalions of AIA
Confract Documenis, e-mail The American Inslitute of Architects'legal counsel. copyriShi@aia.org. This documenl was electronically produced with
permission of lhe AIA and can be reproduced wiihout violation until the date of expiration as noted below. User Document: 1557 chanSe
direclive aia -- 3l8l2oo4 AlA License Number ll15oo7' which expires on 5/13/2oo4
Erecfronic Formar czr4 - zoor
I
Distribution List:
Owner
Architect
Consultant
Conlractor
Field
Other
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DIRECTIVE NUMBER:
DATE:
CONTRACT FOR:
CONTRACT DATE:
ARCHITECT'S PROJECT NUMBER:
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Conlractor signature indicales
aSreement with the proposed
adjustmenis in Contract Sum and
Contract Time set forth in this ccD.
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ql vrrffi:il,
V Technology SUBSTITUTION
REQUEST
(After the Bidding Phase)I .,.*Substitution Request Number:
From:
I ro:
I Re:
A./E Project Number:
Contract For:
I
SpecificationTitle:Description:
Page:Article/Paragraph:
t .."r.* a"tst-tio"
Manufacturer:I l:il*"
Address:Phone:
Model No.:
History: I New product [ 2-5 years old n 5-10 yrs old E More than l0 years old
Differences between proposed substitution and specified product:
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n Point-by-point comparative data attached - REQUIRED BY A/E
Reason for not providing specified item:
Similar Installation:
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Architect:
Owner:
Date Installed:
Proposed substitution aflects other parts ofWork: n No ! Yes; explain
($
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Savings to Owner for accepling substitution:
Proposed suLstitution changes Contract Time: E No ! Yes [Add] [Deduct]days.
Supporting Data Attached: I Drawings I Product Data ! Samples E Tests I Reports tr
Coplright 1996, Construction Specification Institute, Page of
601 Madison Streel, Alexandria, VA 22114-l'791
September 1996
CSI Form l3. lA
SUBSTITUTION
REQUEST
(Continued)
The Undersigned certifi es:. Proposed substitution has been fully investigated and determined lo be equal or superior in all respects to specified product.o Sarne warranty will be fumished for proposed substitution as for specified product.. Sarne maintenance service and source of replacement parts, as applicable, is available.. Proposed substilution will have no adverse effect on other trades and will not affect or delay progress schedule.. Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become
apparent are to be waived.
r Proposed substilution does not affect dimensions and functional clearances.
. Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the
substitution.o Coordination, installalion, and changes in the Work as necessary for accepted substitution wrll be complete in all respects.
Submitted by:
Signed by:
Firm:
Address:
Telephone:
Attachrnents:
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A./E s REVIEW AND ACTION
! Substitution approved - Make submittals in accordance with Specification Section 01330.
I Substitution approved as noted - Make submittals in accordance with Specilication Section 01330.
E Substitution rejected - Use specified materials.
E Substitution Request received too late - Use specified materials.
Signed by:
Additional Comments:! Contractor E Subcontr-actor ! Supplier I Manufacturer n ale I
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Copyright 1996. Construction Specification Institute,
601 Madison Street. Alexandria- vA 22314-l'191
September 1996
CSI Form I l.lA t
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20031557.00 MENDIKRESIDENCE 3/8t2004
SECTION OI27O .I'NTT PRICES
PART I -GENERAL
I.I SUMMARY
A. This Section includes adminishative and procedural requirements for unit prices.
B. See Division I Section "Allowances" for procedures for using unit prices to adjust quantity
allowances.
1.2 DEFINITIONS
A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of
measurement for materials or services added to or deducted from the Contract Sum by
appropriate modification, if estimated quantities of Work required by the Contract Documents
are increased or decreased.
1.3 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance,
applicable taxes, overhead, and profit.
B. Measurement and Payment: Refer to individual Specification Sections for work that requires
establishment of unit prices. Methods of measurement and payment for unit prices are specified
in those Sections.
C. Owner reseryes the right to reject Contactor's measurement of work-in-place that involves use
of established unit prices and to have this work measured, at Owner's expense, by an
independent surveyor acceptable to Conhactor.
D. List of Unit Prices: A list ofunit prices is included in Part 3. Specification Sections referenced
in the schedule contain requirements for materials described under each unit price.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.I LIST OF T]NIT PRICES
A. Unit Price No. I - Roof System Repair and Replacement.
l. Description: Replacement and Repair of the Roof System including, but not limited to,
metal panels, sheet metal and flashing, sheathing, insulation, waterproofing membrane, to
UNIT PRICES 01270 - |
20031557.00 MENDIKRESIDENCE 3t8t2004
tie into and match existing roof system according to Division 0l 73 I Section "Cutting and
Patching", Division 07610 Section "Sheet Metal Roofing" and in Division 07210 Section
"Building Insulation".
2. Unit of Measurement: Square Feet.
B. Unit Price No. 2 - Fire Protection Sprinkler Heads:
l. Description: Provide additional sprinkler heads as requested by Architect or Owner.
2. Unit of Measurement: Each head.
C. Unit Price No. 3 - Fire Protection Sprinkler Heads (concealed):
1. Description: Provide additional concealed sprinkler heads as requested by Architect or
Owner.
2. Unit of Measurement: Each head.
D. Unit Price No. <Insert unit-price number> - <Insert unit-price item>:
l. Description: <Insert unit-price item description> according to Division <Insert
Division number> Section "(Insert Section title>."
2. Unit of Measurement: <Insert unit of measurement)
END OF SECTION 01270
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IUNIT PRICES 01270 -2
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20031557.00 MENDIKRESIDENCE 3/8/2004
:
SECTION OI29O - PAYMENT PROCEDURES
PART I - GENERAL
I.1 SUMMARY
A. This Section specifies administrative and procedural requirements necessary to prepare and
process Applications for Payment.
SCHEDULE OF VAIUES
Coordination: Coordinate preparation of the
Contractor's Construction Schedule.
Schedule of Values with preparation of
l. Correlate line items in the Schedule of Values with other required administrative forms
and schedules, including Application for Payment forms with Continuation Sheets
Submittals Schedule and Conhactor's Construction Schedule.
2. Submit the Schedule of Values to Architect at earliest possible date but no later than
seven days before the date scheduled for submittal of initial Applications for Payment.
Format and Content: Use the Project Manual table of contents as a guide to establish line items
for the Schedule ofValues. Provide at least one line item for each Specification Section.
l. Identification: Include the following Project identification on the Schedule ofValues:
a. Project name and location.
b. Name of Architect.
c. Architect's project number.
d. Contractor's name and address.
e. Date of submittal.
Submit draft of AIA Document G703 Continuation Sheets or approved equal.
Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the Project
Manual table of contents. Provide several line items for principal subcontract amounts,
where appropriate.
Round amounts to nearest whole dollar; total shall eqrral the Contract Sum.
Provide a separate line item in the Schedule of Values for each part of the Work where
Applications for Payment may include materials or equipment purchased or fabricated
and stored, but not yet installed.
Provide separate line items in the Schedule of Values for initial cost of materials, for each
subsequent stage of completion, and for total installed value of that part of the Work.
Allowances: Provide a separate line item in the Schedule of Values for each allowance.
Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by
measured quantity. Use information indicated in the Conhact Documents to determine
quantitles.
4.
5.
PAYMENT PROCEDURES 01290 - I
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MENDIK RESIDENCE 3/8/2004
Each item in the Schedule of Values and Applications for Payment shall be complete.
Include total cost and proportionate share ofgeneral overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual
work-in-place may be shown either as separate line items in the Schedule of
Values or distributed as general overhead expense, at Contractor's option.
Schedule Updating: Update and resubmit the Schedule of Values before the next
Applications for Payment when Change Orders or Construction Change Directives result
in a change in the Conhact Sum.
APPLICATIONS FOR PAYMENT
Each Application for Payment shall be consistent with previous applications and payments as
certified by Architect and paid for by Owner.
I . Initial Application for Payment, Application for Payment at time of Substantial
Completion, and final Application for Payment involve additional requirements.
Payment Application Times: The date for each progress payment is indicated in the Agreement
between Owner and Conkactor. The period of construction Work covered by each Application
for Payment is the period indicated in the Agreement.
Payment Application Times: Progress payments shall be submitted to Architect by the fifteenth
of the month. The period covered by each Application for Payment is one month, ending on the
last day of the month.
Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation
Sheets as form for Applications for Payment.
Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Conhactor. Architect will return incomplete
applications without action.
L Entries shall match data on the Schedule of Values and Contractor's Consfuction
Schedule. Use updated schedules if revisions were made.
2. lnclude amounts of Change Orders and Construction Change Directives issued before last
day ofconstruction period covered by application.
Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to
Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien
and similar attachments if required.
l. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the
Contract and related to the Work covered by the payment.
PAYMENI'PRO('E,DURES 0t290 - 2
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20031557.00
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MENDIK RESIDENCE 318/2004
l. Submit partial waivers on each item for amount requested in previous application, after
deduction for retainage, on each item.2. When an application shows completion of an item, submit frnal or full waivers.3. Owner reserves the right to designate which entities involved in the Work must submit
waivers.
4. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to
Owner.
Initial Application for Payment: Administrative actions and submittals that must precede or
coincide wittr submittal of first Application for Payment include the following:
List of subcontractors.
Schedule of Values.
Contractor's Construction Schedule (preliminary if not final).
Schedule of unit prices.
Submitals Schedule (preliminary if not final).
List of Contractor's staff assignments.
List of Contractor's principal consultants.
Copies of building permits.
Copies of authorizations and licenses from authorities having jurisdiction for
performance of the Work.
Initial progress report.
Report of preconstruction conference.
Certificates of insurance and insurance oolicies.
Application for Payrnent at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of
the Work claimed as substantially complete.
I . lnclude documentation supporting claim that the Work is substantially comple te and a
statement showing an accounting of changes to the Contract Sum.2. This application shall reflect Certificates of Partial Substantial Completion issued
previously for Owner occupancy of designated portions of the Work.
Final Palment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the
following:
I . Evidence of completion of Project closeout requirements.
2. Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.4. ALA DocumentG706, "Contractor's Affidavit of Payment of Debts and Claims."5. AIA Document G706A, "Contractor's Afftdavit of Release of Liens."
6. AIA DocumentGT0T, "Consent of Surety to Final Payment."
7. Evidence that claims have been settled.
8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of
date of Substantial Completion or when Owner took possession of and assumed
responsibility for corresponding ele ments of the Work.
9. Final, liquidated damages settlement statement.
PAYMENT PROCEDURES 01290 - 3
20031557.00
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Us€d)
END OF SECTIONOl29O
MENDIKRESIDENCE
PAYMENT PROCEDURES 0t290 - 4
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20031557.00 MENDIKRESIDENCE
SECTION Ol3IO - PROJECT MANAGEMENT AND COORDINATION
PART 1-GENERAL
31812004
SUMMARY
This Section includes administrative provisions for coordinating construction operations on
Proj ect including, but not limited to, the following:
l. CoordinationDrawings.
2. Project meetings.
See Division I Section "Summary of Multiple Contracts" for a description of the division of
Work among separate contracts and responsibility for coordination activities not in this Section.
See Division I Section "Execution Requirements" for procedures for coordinating general
installation and field-engineering services, including establishment of benchmarks and control
points.
COORDINATION
Coordination: Coordinate construction operations included in different Sections of the
Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate
consfuction op€ftltions, included in different Sections, that depend on each other for proper
installation, connection, and operation.
l. Schedule construction operations in sequence required to obtain the best results where
installation of one part of the Work depends on installation of other components, before
or after its own installation.2. Coordinate installation of different components with other contractors to ensure
maximum accessibility for required maintenance, service, and repair.3. Make adequate provisions to accommodate items scheduled for later installation.4. Where availability of space is limited, coordinate installation of different components to
ensure maximum performance and accessibility for required maintenance, service, and
repair of all components, including mechanical and electrical.
Prepare memoranda for distribution to each party involved, outlining special procedures
required for coordination. Include such items as required notices, reports, and list of attendees
aI meellngs.
l. Prepare similar memoranda for Owner and separate contractors i[ coordination of their
Work is required.
Administrative Procedures: Coordinate scheduling and timing of required administrative
procedures with other construction activities and activities ofother contractors to avoid conflicts
and to ensure orderly progress of the Work. Such administrative activities include, but are not
limited to, the following:
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PROJECT MANAGEMENT AND COORDINATION 01310 - I
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MENDIK RESIDENCE
Preparation of Conhactor's Conskuction Schedule.
Preparation of the Schedule of Values.
Installation and removal of temporary facilities and controls.
Delivery and processing of submittals.
Progress meetings.
Preinstallation conferences.
Proj ect closeout activities.
Startup and adjustment of systems.
Proiect closeout activities.
3/8/2004
SUBMITTALS
Coordination Drawings: Prepare Coordination Drawings if limited space availability
necessitates maximum utilization of space for efficient installation of different components or if
coordination is required for installation of products and materials fabricated by separate entities.
l. Content: Project-specific information, drawn accurately to scale. Do not base
Coordinafion Drawings on reproductions of the Contract Documents or standard printed
data. lnclude the following information, as applicable:
a. Indicate functional and spatial relationships of components of architechral,
structural, civil, mechanical, and electrical systems.
b. lndicate dimensions shown on the Conhact Drawings and make specific note of
dimensions that appear to be in conflict with submitted equipment and minimum
clearance requirements. Provide alternate sketches to Architect for resolution of
such conflicts. Minor dimension changes and difficult installations will not be
considered changes to the Contract.
2. Sheet Size: At least 8-1i2 by I I inches (215 by 280 mm) but no larger than 30 by 40
inchcs (750 by 1000 rnm).
3. Number of Copies: Submit two opaque copies of each submittal. Architect will refum
one copy.
4. Refer to individual Sections for Coordination Drawing requirements for Work in those
Sections.
PROJECT MEETINGS
General: Schedule and conduct meetings and conferences at Project site, unless otherwise
indicated.
l. Attendees: Inform participants and others involved, and individuals whose presence is
required, of date and time of each meeting. Notify Owner and Architect of scheduled
meeting dates and times.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Record significant discussions and agreements achieved. Distribute the
meeting minutes to everyone concerned, including Owner and Architect, within three
days of the meeting.
PROJECT MANAGEMEN-T AND COORDINATION 01310 - 2
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MENDIKRESIDENCE 3/8/2004
Preconstruction Conference: Schedule a preconstruction conference before starting
constuction, at a time convenient to Owner and Architect, but no later than 15 days after
execution of the Agreement. Hold the conference at hoject site or another convenient location.
Conduct the meeting to review responsibilities and personnel assignments.
1. Attendees: Authorized representatives of Owner, Architect, and their consultants;
Contractor and its superintendent; major subcontractors; suppliers; and other concerned
parties shall attend the conference. All participants at the conference shall be familiar
with Project and authorized to conclude matters relating to the Work.2. Agenda: Discuss items of significance that could affect progress, including the
following:
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Tentative construction schedule.
Phasing.
Critical work sequencing and long-lead items.
Designation of key personnel and their duties.
Procedures for processing field decisions and Change Orders.
Procedures for requests for interpretations (RFIs).
Procedures for testing and inspecting.
Procedures for processing Applications for Payment.
Distribution of the Conhact Documents.
Submittal procedures.
Preparation of Record Documents.
Use of the premises and existing building.
Work restrictions.
Owner's occupancy requirements.
Responsibility for temporary facilities and controls.
Construction waste manag€ment and recycling.
Parking availability.
Office, worlg and storage areas.
Equipment deliveries and priorities.
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t. First aid.
u. Security.
v. Progress cleaning.
w. Working hours.
3. Minutes: Record and distribute meeting minutes.
Preinstallation Conferences: Conduct a preinstallation conference at Project site before each
construction activity that requires coordination with other construction.
l. Attendees: Installer and representatives of manufacturers and fabricators involved in or
affected by the installation and its coordination or integration with other materials and
installations that have preceded or will follow, shall attend the meeting. Advise Architect
of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the
particular activity under consideration, including requirements for the following:
The Contract Documents.
Options.
Related requests for interpretations (RFIs).
PROJECT MANAGEMENT AND COORDINATION 01310 - 3
2003 r557.00 MENDIK RESIDENCE
Related Change Orders.
Purchases.
Deliveries.
Submittals.
Review of mockups.
Possible conflicts.
Compatibility problems.
Time schedules.
Weather limitations.
Manufacfu rer's written recommendations.
3t8t2004
n. Warrantyrequirements.
o. Compatibility of materials.p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installationprocedures.
v. Coordination with other work.
w. Required performance results.
x. Protection ofadjacent work.
y. Protection of construction and personnel.
3- Record significant conference discussions, agreements, and disagreements, including
required corrective measures and actions.
4. Reporting: Dishibute minutes of the meeting to each party present and to parties who
should have been present.
5. Do not proceed with installation if the conference cannot be successfully concluded.
lnitiate whatever actions are necessary to resolve impediments to performance of the
Work and reconvene the conference at earliest feasible date.
D. Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates of
meetings with preparation of payment requests.
l. Attendees: ln addition to representatives of Owner and Architect, each contractor,
subcontractor, supplier, and other entity concerned with current progress or involved in
planning, coordination, or performance of future activities shall be represented at these
meetings. All participants at the conference shall be familiar with Project and authorized
to conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of previous progress meeting. Review
other items of significance that could affect progress. Include topics for discussion as
appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting.
Determine whether each activily is on time, ahead of schedule, or behind schedule,
in relation to Conhactor's Construction Schedule. Determine how construction
behind schedule will be expedited; secure commitments from parties involved to
do so. Discuss whether schedule revisions are required to ensure that current and
subsequent activities will be completed within the Conhact Time.
l) Review schedule for next period.
PROJECT MANAGEMENT AND COORDINATION
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t b. Review present and future needs ofeach entity present, including the following:
1) Interfacerequirements.
l| 2) Sequence ofoperations.3) Status of submittals.
4) Deliveries.r :] ?:I:11
fabrication'
r 7) Siteutilization.
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andcontrols'
I l0) Hazards and risks.r lll A;ffi::fillfstandardsl3) Status of correction of deficient items.
r lil ili;lJi:il,',Tfrretations @Frs)l6) Status ofproposal requests.
17) Pending changes.
I 18) Status ofChange Orders.
19) Pending claims and disputes.
il 20) Documentation of information for payment requests.
!3. Minutes: Record and distribute to Conhactor the meeting minutes.
1; 4. Reporting: Distribute minutes of the meeting to each party present and to parties who
I should have been presenr.
I a. Schedule Updating: Revise Contractor's Construction Schedule after each progress
f meeting where revisions to the schedule have been made or recognized. Issuet revised schedule concurrently with the report ofeach meeting.
I PART 2 - PRODUCTS (NotUsed)
I PART 3 - EXECUTION (Not Used)
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20031557.00 MENDIKRESIDENCE 3t812004
SECTION OI32O - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1-GENERAI
I.1 SUMMARY
A. This Section includes administrative and procedural requirements for documenting the progress
of consfuction during performance of the Work, including the following:
l. Contractor'sConstructionSchedule.
2. SubmittalsSchedule.
3. Daily construction reports.
4. Field condition reports.
B. See Division I Section "Summary of Multiple Contracts" for preparing a combined Contractor's
Constuction Schedule.
C. See Division I Section "Payment Procedures" for submitting the Schedule of Values.
1.2 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring,
and conholling the construction project. Activities included in a construction schedule consume
time and resources.
1. Critical activities are activities on the critical path. They must start and finish on the
planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. CPM: Critical path method, which is a method of planning and scheduling a construction
project where activities are arranged based on activity relationships. Network calculations
determine when activities can be performed and the critical path ofProject.
C. Critical Path: The longest connected chain of interdependent activities through the network
schedule that establishes the minimum overall Project duration and contains no float.
D. Float: The measure of leeway in starting and completing an activity.
l. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a
jointly owned, expiring hoject resource available to both parties as needed to meet
schedule milestones and Contract completion date.
E. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for
greater detail.
F. Major Area: A story of construction, a separate building, or a similar significant construction
element.
CONSTRUCTION PROGRESS DOCUMENTATION 01320 - I
2003 1557.00 MENDIK RESIDENCE 3t8t2Q04
SUBMTMALS
Submittals Schedule: Submit three copies of schedule. Arrange the following information in a
tabular format:
l. Scheduled date for first submittal.
2. Specification Section number and title.
3. Submittal category (action or informational).
4. Name of subcontractor.
5. Description of the Work covered.
6. Scheduled date for Architect's final release or approval.
Preliminary Network Diagram: Submit two opaque copies, large enough to show entire
network for entire construction period. Show logic ties for activities.
Contractor's Construction Schedule: Submit two opaque copies of initial schedule, large
enough to show entire schedule for entire constuction period.
1. Submit an electronic copy of schedule, using software indicated, on CD-R, and labeled to
comply with requirements for submittals. lnclude type of schedule (Initial or Updated)
and date on label.
CPM Reports: Concurrent with CPM schedule, submit three copies of each of the following
computer-generated reports. Format for each activity in reports shall contain activity number,
activity description, cost and resource loading, original duration, remaining duration, early start
date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of all activities sorted by activity number and then early start date,
or actual start date if known.
2. Logic Report: List of preceding and succeeding activities for all activities, sorted in
ascending order by activity number and then early start date, or achral start date ifknown.3. Total Float Report: List of all activities sorted in ascending order of total float.
Daily Construction Reports: Submit two copies as requested by Architect or Owner.
Field Condition Reports: Submit two copies at time of discovery of differing conditions.
COORDINATION
Coordinate preparation and processing of schedules and reports with performance of
construction activities and with scheduling and reporting of separate contractors.
Coordinate Contractor's Construction Schedule with the Schedule of Values, list of
subcontracts, Submittals Schedule, progress reports, pa)iment requests, and other required
schedules and reports.
l. Secure time commitments for performing critical elements of the Work from parties
involved.
2. Coordinate each construction activity in the network with other activities and schedule
them in proper sequence.
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- 2OO3I557.OO MENDIK RESIDENCE 3I8I2OO4
! PART2.PRODUCTS
I 2.1 SUBMITTALS SCHEDULE
I A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required
I by construction schedule. Include time required for review, resubmittal, ordering,
manufacturing, fabrication, and delivery when establishing dates.
I l. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, andI Contractor's Construction Schedule.
2. Submit concurrently with the first complete submittal of Contractor's Construction
Schedule.!
I 2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
t A. Time Frame: Extend schedule from date established for commencement of the Work to date of
I Final Completion.
I l. Contract completion date shall not be changed by submission ofa schedule that shows an
early completion date, unless specifically authorized by Change Order.
! B. Activities: Treat each story or separate area as a separate numbered activify for each principal
^ element of the Work. Comply with the following:
I l. Activity Duration: Define activities so no activity is longer than 20 days, unless
specifically allowed by Architect.
t 2. Procurement Activities: Include procurement process activities for the following long
t lead items and major items, requiring a cycle of more than 60 days, as sepamte activities
in schedule. Procurement cycle activities include, but are not limited to, submittals,
approvals, purchasing, fabrication, and delivery.
|l a. Casework and cabinetry.
I 3. Submittal Review Time: Include review and resubmittal times indicated in Division It Section "submittal Procedures" in schedule. Coordinate submittal review times in
Contractor's Construction Schedule with Submittals Schedule.
I 4. Startup and Testing Time: Include not less than 7 days for startup and testing.t 5. Substantial Completion: Indicate completion in advance of date established for
Substantial Completion, and allow time for Architect's administrative procedures
I necessary for certification of Substantial Completion.a C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and
I as follows in schedule, and show how the sequence of the Work is affected.
- l. Phasing: Arrange list ofactivities on schedule by phase.
.. 2. Work under More Than One Contract: lnclude a separate activity for each contract.
t 3.
lrfi:.:t Owner: lnclude a separate activity for each portion of the Work performed by
4. Work Restrictions: Show the effect of the following items on the schedule:I!
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CoNSTRUCTTONPROGRESS DOCUMENTATTON 01320 - 3
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MENDIK RESIDENCE
Coordination with existing conshuction.
Limitations of continued occupancies.
Unintemrptible seryices.
Use of premises resfrictions.
Seasonal variations.
Environmental control.
3/8/2004
a.
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5. Work Stages: Indicate important stages of construction for each major portion of the
Work.
Milestones: Include milestones indicated in the Conhact Documents in schedule, including, but
not limit€d to, the Notice to Proceed, Substantial Completion, and Final Completion.
Contract Modifications: For each proposed conhact modification and concurrent u,ith its
submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the
proposed change on the overall pro.ject schedule.
CONTRACTOR'S CONSTRUCTTON SCHEDULE (CpM SCHEDULE)
General: Prepare network diagrams using AON (activity-on-node) format.
Preliminary Network Diagram: Submit diagram within 14 days of date established for
commencement of the Work. Outline significant construction activities for the hrst 60 days of
construction. Include skeleton diagram for the remainder of the Work and a cash requirement
prediction based on indicated activities.
CPM Schedule: Prepare Contractor's Construction Schedule using a computerized time-scaled
CPM network analysis diagram for the Work.
1. Develop network diagram in sufficient time to submit CPM schedule so it can be
accepted for use no later than 30 days after date established for commencement of the
Work.
a. Failure to include any work item required for performance of this Contract shall
not excuse Contractor from completing all work within applicable completion
dates, regardless of Architect's approval of the schedule.
2. Establish procedures for monitoring and updating CPM schedule and for reporting
progress. Coordinate procedures with progress meeting and payment request dates.
3. {Jse "one workday" as the unit of time. Include list of nonworking days and holidays
incorporated into the schedule.
CPM Schedule Preparation: Prepare a list of all activities required to complete the Work.
Using the preliminary network diagram, prepare a skeleton network to identify probable critical
paths.
1. Activities: Indicate the estimated time duration, sequence requirements, and relationship
of each activity in relation to other activities. Include estimated time frames for the
followins activities:
CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 4
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a. Preparation and processing of submittals.
b. Mobilizationanddemobilization.
c. Purchase of materials.
d. Delivery.
e. Fabrication.
f. Utility intem.rptions.
g. Installation.
h. Work by Owner that may affect or be affected by Contractor's activitres.
i. Testing.
2. Critical Path Activities: Identifr critical path activities, including those for interim
completion dates. Scheduled start and completion dates shall be consistent with Contract
milestone dates.
3. Processing: Process data to produce output data on a computer-drawn, time-scaled
network. Revise data, reorganize activity sequences, and reproduce as often as necessary
to produce the CPM schedule within the limitations of the Conhact Time.
4. Format: Mark the critical path. Locate the critical path near center of network; locate
paths with most float near the edges.
a. Subnetworks on separate sheets are permissible for activities clearly off the critical
path.
I E. Initial Issue of Schedule: Prepare initial network diagram from a list of straight "early starttotalr float" sort. Identi$ critical activities. Prepare tabulated reports showing the following:
I I . Contractor or subcontractor and the Work or activity.f 2. Description of activity.3. Principal events of activity.
I 4. Immediate preceding and succeeding activities.
t 5. Early and late start dates.6. Early and late finish dates.
T1 7. Activity duration in workdays.
I 8. Total float or slack time.9. Average size of workforce.
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I F. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports
- showing the following:
I 1. Identification of activities that have changed.
- 2. Changes in early and late start dates.
3. Changes in early and late finish dates.
f| 4. Changes in activity durations in workdays.
I 5. Changes in the critical path.
6. Changes in total float or slack time.
ll 7. Changes in the Contract Time.
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- 2.4 REPORTS
II A. Daily Construction Reports: Prepare a daily construction report recording the following
information concerning events at Project site:
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CONSTRUCTTONPROGRESS DOCUMENTATTON 01320 - 5
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20031557.00 MENDIK RESIDENCE 3/8/2004
l. List of subcontractors at Project site.
2. Equipment at Project site.
3. Materialdeliveries.
4. High and low temperatures and general weather conditions.
5. Accidents.
6. Stoppages, delays, shortages, and losses.
7. Meter readings and similar recordings.
8. Orders and requests of authorities having j urisdiction.
9. Sewices connected and disconnected.
10. Equipment or system tests and startups.
B. Field Condition Reports: Immediately on discovery of a difference between field conditions
and the Contract Documents, prepare and submit a detailed report. Submit with a request for
interpretation on CSI Form 13.24. Include a detailed description of the differing conditions,
together with recommendations for changing the Contact Documents.
PART 3 - EXECTITION
CONTRACTOR'S CONSTRUCTION SCHEDULE
Conhactor's Construction Schedule Updating: At monthly intervals, update schedule to reflect
actual construction progress and activities. Issue schedule one week before each regularly
scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have
been recognized or made. Issue updated schedule concurrently with the report of each
such meeting.2. lnclude a report with updated schedule that indicates every change, including, but not
limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate Actual Completion percentage for each activity.
Distribution: Distribute copies of approved schedule to Architect Owner, separate contactors,
testing and inspecting agencies, and other parties identified by Conhactor with a need-to-know
schedule responsibility.
1. Post copies in Project meeting roorns and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the
same locations. Delete parties from distribution when they have completed their assigned
portion of the Work and are no longer involved in performance of construction activities.
END OF SECTION Ot32O
CONSTRUC'I'ION PROGRESS DOCUMENTATION 01320 - 6
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SECTION OI33O - SUBMITTAL PROCEDT]RESI
- PART l -cbxonal
a,
. I.I SUMMARY
I A. This Section includes administrative and procedural requirements for submitting ShopI Drawings, Product Data, Samples, and other submittals.
I B. See Division I Section "Construction Progress Documentation" for submitting schedules and
t reports, including Contractor's Construction Schedule.
I C. See Division I Section "Quality Requirements" for submitting test and inspection reports and
I for mockup requirements.
I D. See Division 1 Section "Closeout Procedures" for submitting warranties.
I E. See Division I Section "Project Record Documents" for submitting Record Drawings, Record
Specifications, and Record Product Data.
I F. See Division I Section "Operation and Maintenance Data" for submitting operation and
maintenance manuals.
I G. See Division I Section "Demonstration and Training" for submitting videotapes of
demonstration of equipment and training of Owncr's personnel.
I' 1.2 DEFINITIONS
I A. Action Submittals: Written and graphic information that requires Architect's responsive action.I
B. Informational Submittals: Written information that does not require Architect's responsive
I action. Submittals may be rejected for not compllng with requirements.
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I 1.3 SUBMITTALPROCEDURESr
- A. Coordination: Coordinate preparation and processing of submittals with performance of
I
construction activities.
' 1 . Coordinate each submittal with fabrication, purchasrng, testing, delivery, other
I 2 ::'#:fi:T*:"i1lf'1'fTl[:Jll'f;::':?XXlTlffi,Ti'."l3ated parrs of the work so! processing will not be delayed because of need to review submittals concunently for
coordination.
f| a. Architect reserves the right to withhold action on a submittal requiring
coordination with other submittals until related submittals are received.
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I SUBMITTAL PROCEDURES 01330 - I
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20031557.00 MENDIK RESIDENCE
B. Submittals Schedule: Comply with requirements in Division 1
Documentation" for list of submittals and time reouirements
related construction activities.
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Section "Construction Progress
for scheduled performance of
Processing Time: Allow enough time for submittal review, including time for resubmittals, as
follows. Time for review shall commence on Architect's receipt of submittal. No extension of
the Conhact Time will be authorized because of failure to transmit submittals enough in
advance of the Work to permit processing, including resubmittals.
l. kritial Review: Allow 15 days for initial review of each submittal. Allow additional time
if coordination with subsequent submittals is required. Architect will advise Contractor
when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner
as initial submittal.
3. Resubmittal Review: Allow 15 days for review of each resubmittal.
Identification: Place a permanent label or title block on each submittal for identification.
1. Indicate name of hrm or entity that prepared each submittal on label or title block.
2. Provide a space approximately 6 by 8 inches (150 by'200 mm) on label or beside title
block to record Contractor's review and approval markings and action takan by Architect.
3. Include the following information on label for processing and recording action taken:
Project name.
Date.
Name and address of Architect.
Name and address of Contractor.
Name and address of subconhactor.
Name and address of supplier.
Name of manufacturer.
Submittal number or other unique identifier, including revision identifier.
l) Submittal number shall use Specification Section number followed by a
decimal point and then a sequential number (e.g., 06100.01). Resubmittals
shall include an alphabetic suffix after another decimal point (e.g.,
06r00.0r.A).
i. Number and title of appropriate Specification Section.
j. Drawing number and detail references, as appropriate.
k. Location(s) where product is to be installed, as appropnate.
l. Other necessary identification.
Deviations: Highlight, encircle, or otherwise specifically identifu deviations from the Contract
Documents on submittals.
Additional Copies: Unless additional copies are required for final submittal, and unless
Architect observes noncompliance with provisions in the Contact Documents, initial submittal
may serve as final submittal.
l. Additional copies submitted for maintenance manuals will not be marked with action
taken and will be retumed.
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2003 1557.00 MENDIK RESIDENCE 3t812004
Transmittal: Package each submittal individually and appropriately for transmittal and
handling. Transmit each submittal using a transmittal form. Architect will discard submittals
received from sources other than Contractor.
l. Transmittal Form: Use AIA Document G810.
Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.2. Note date and content of revision in label or title block and clearly indicate extent of
revision.
3. Resubmit submittals until they are marked "Reviewed" or "Reviewed as Noted."
Distribution: Fumish copies of final submittals to manufacturers, subcontractors, suppliers,
fabricators, installers, authorities having jurisdiction, and others as necessary for performance of
construction activities. Show distribution on fansmittal forms.
Use for Construction: Use only final submittals with mark indicating "Reviewed" or
"Reviewed as Noted." taken by Architect.
CONTRACTOR'S USE OF ARCHITECT'S CAD FILES
General: At Conhactor's written request, copies of Architect's CAD files will be provided to
Conkactor for Contractor's use in connection with Project, subject to the following conditions:
1. Upon signature of the enclosed draft agreement and payment of fees indicated. Each
consultant may have differing agreement and/or fees and should be negoiaed directly by
the Contractor or Subconhact with that consultant.
PART 2 - PRODUCTS
ACTION SUBMITTALS
General: 'Prepare and submit Action Submittals required by individual Specification Sections.
Product Data: Collect information into a single submittal for each element of construction and
type ofproduct or equipment.
1. If information must be specially prepared for submittal because standard printed data are
not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. lnclude the following information, as applicable:
a. Manufacturer'swrittenrecommendations.
b. Manufacturer'sproductspecifications.
c. Manufacturer'sinstallationinstructions.
d. Manufacturer's catalog cuts.
e. Wiring diagrams showing factory-installed wiring.
f. Printed performance curves.
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g. Operational range diagrams.
h. Compliance with specified referenced standards.
i. Testing by recognized testing agency.
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Include the
4. Number of Copies: Submit four copies of Product Data, unless otherwise indicated.
Architect will retum two copies. Mark up and retain one retumed copy as a Project
Record Document.
Shop Drawings: Prepare hoject-specific information, drawn accurately to scale.
Shop Drawings on reproductions of the Contact Documents or standard printed
submittal of Architect's CAD Drawings is otherwise permitted.
l. Preparation: Fully illushate requirements in the Contract Documents.
following information, as applicable:
a. Dimensions.
b. Identificationofproducts.
c. Fabrication and installation drawings.
d. Roughing-in and setting diagrams.
e. Wiring diagrams showing field-installed wiring, including power, signal, and
conhol wiring.
f. Shopworkmanufachringinstructions.g. Templates and pattems.
h. Schedules.
i. Notation of coordination requirements.j. Notation of dimensions established by field measurement.k. Relationship to adjoining construction clearly indicated.L Seal and signahre ofprofessional engineer if specified.m. Wiring Diagrams: Differentiate between manufachrer-installed and field-installed
wiring.
2. Sheet Size: Except for templates, paftems, and similar full-size drawings, submit Shop
Drawings on sheets at least 8-l/2 by I I inches (215 by 280 mm) but no larger than 30 by
40 inches (750 by 1000 mm).
3. Number of Copies: Submit t';ro opaque (bond) copies of each submittal. Architect will
return one copy.
Samples: Submit Samples for review of kind, color, pattem, and texture for a check of these
characteristics with other elements and for a comparison of these characteristics between
submittal and actual component as delivered and installed.
I . Transmit Sample s that contain multiple, related components such as accessories together
in one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product narne and name ofmanufacturer.
c. Sample source.
d. Number and title of appropriate Specification Section.
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3. Disposition: Maintain sets of approved Samples at Prqject site, available for quality-
conhol comparisons ttroughout the course of construction activity. Sample sets may be
used to determine final acceptance ofconstruction associated with each set.4. Samples for kritial Selection: Submit manufacturer's color charts consisting of units or
sections of units showing the full range of colors, textures, and pattems available.
a. Number of Samples: Submit one full set of available choices where color, pattem,
texture, or similar characteristics are required to be selected from manufacturer's
product line. Architect will return submittal with options selected.
5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared
from same material to be used for the Work, cured and finished in manner specified, and
physically identical with material or product proposed for use, and that show full range of
color and texture variations expected. Samples include, but are not limited to, the
following: partial sections of manufactured or fabricated components; small cuts or
containers of materials; complete units of repetitively used materials; swatches showing
color, texture, and pattern; color range sets; and components used for independent testing
and inspection.
a. Number of Samples: Submit three sets of Samples. Architect will retain two
Sample sets; remainder will be returned.
Product Schedule or List: As required in individual Specification Sections, prepare a written
summary indicating types of products required for the Work and their intended location.
l. Number of Copies: Submit three copies of product schedule or list, unless otherwise
indicated. Architect will retum two copies.
Submittals Schedule: Comply with requirements specified in Division I Section "Conskuction
Progress Documentation."
Application for Payment: Comply with requirements specified in Division I Section "Payment
Procedures."
H. Schedule of Values: Comply with requirements specified in Division I Section "Payment
Procedures."
Subcontract List: Prepare a written summary identiffing individuals or firms proposed for each
portion of the Work" including those who are to fumish products or equipment fabricated to a
special design. Use CSI Form 1.5A. Include the following information in tabular form:
L Number of Copies: Submit three copies of subcontractor list, unless otherwise indicated.
Architect will retum two copies.
INFORMATIONAL SUBMTTTALS
General: Prepare and submit Informational Submittals required by other Specification Sections.
l. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.
Architect will not retum copies.
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20031557.00 MENDIK RESIDENCE 3/8/2004
2. Certificates and Certifications: Provide a notarized statement that includes signature of
entity responsible for preparing certification. Certificates and certifications shall be
signed by an officer or other individual authonzed to sign documents on behalf of that
entity.
3. Test and lnspection Reports: Comply with requirements specified in Division I Section
"Quality Requirements."
Coordination Drawings: Comply with requirements specified in Division I Section "Project
Management and Coordination."
Contractor's Construction Schedule: Comply with requirements specified in Division I Section
"Construction Progress Documentation."
Qualification Data: Prepare written information that demonstrates capabilities and experience
of firm or person. Include lists of completed projects with project names and addresses, names
and addresses of architects and owners, and other information specified.
Welding Certificates: Prepare written certification that welding procedures and personnel
comply with requirements in the Contract Documents. Submit record of Welding Procedure
Specification (WPS) and Procedure Qualifrcation Record (PQR) on AWS forms. Include
names of firms and personnel certified.
Installer Certificates: Prepare written statements on manufactureCs letterhead certifying that
Installer complies with requirements in the Contract Documents and, where required, is
authorized by manufacturer for this specifrc Project.
Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifoing
that manufacturer complies with requirements in the Contract Documents. Include evidence of
manufacturing experience where required.
Product Certificates: Prepare written statements on manufacturer's letterhead certifying that
product complies with requirements in the Contract Documents.
Material Certificates: Prepare written statements on manufacturer's letterhead certifying that
material complies with requirements in the Contract Documents.
Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's
standard forrru indicating and interpreting test results of material for compliance with
requirements in the Contract Documents.
Product Test Reports: Prepare written reports indicating current product produced by
manufacturer complie s with requirements in the Contract Documents. Base reports on
evaluation of tests performed by manufacturer and witnessed by a qualified testrng agency, or
on comprehensive tests performed by a qualiflred testing agency.
Research/Evaluation Reports: Prepare written evidence, from a model code organization
acceptable to authorities having jurisdiction, that product complies with building code in effect
for Proiect.
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Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing
agency's standard form, indicating and interpreting results of tests performed before installation
of product, for compliance with performance requirements in the Conhact Documents.
Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing
agency's standard form, indicating and interpreting results of compatibility tests performed
before installation of product. Include written recommendations for primers and substrate
preparation needed for adhesion.
Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's
standard form, indicating and interpreting results of field tests performed either during
installation of product or after product is installed in its final location, for compliance with
requirements in the Conhact Documents.
Maintenance Data: Prepare written and graphic instructions and procedures for operation and
normal maintenance of products and equipment. Comply with requirements specified in
Division I Section "Operation and Maintenance Data."
Design Data: Prepare written and graphic information, including, but not limited to,
performance and design criteria, list of applicable codes and regulations, and calculations.
lnclude list of assumptions and other performance and design criteria and a summary of loads.
Include load diagrams if applicable. Provide name and version of software, if any, used for
calculations. lnclude page numbers.
Manufacturer's Instructions: Prepare written or published information that documents
manufacturer's recommendations, guidelines, and procedures for installing or operating a
product or equipment. Include name of product and name, address, and telephone number of
manufacfurer.
Manufacturer's Field Reports: Prepare written information documenting factory-authorized
service representative's tests and inspections. lnclude the following, as applicable:
1. Statement on condition ofsubsaates and their acceptability for installation ofproduct.
2. Summary of installation procedures being followed, whether they comply with
requirements and, ifnot, what corrective action was taken.
3. Results of operational and other tests and a statement of whether observed perforrnance
complies with requirements.
lnsurance Certificates and Bonds: Prepare written information indicating current status of
insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of
coverage, amounts ofdeductibles, if any, and term of the coverage.
Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to
Architect.
1. Architect will not review submittals that include MSDSs and will retum them for
resubmittal.
3/8/2004
SUBMITTAL PROCEDURES 01330 - 7
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DELEGATED DESIGN
Performance and Desigr Criteria: Where prolessional design services or certifications by a
design professional are specifically required of Contractor by the Contract Documents, provide
products and systems complying with specific performance and design criteria indicated.
l. If criteria indicated are not sufficient to perform services or certification required, submit
a written request for additional information to Architect.
Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required
submittals, submit three copies of a statement, signed and sealed by the responsible design
professional, for each product and system specifically assigned to Contractor to be designed or
certified by a design professional.
I . Indicate that products and systems comply with performance and design criteria in the
Contract Documents. Include list of codes, loads, and other factors used in performing
these services.
PART 3 - EXECUTION
CONTRACTOR'S REVIEW
Review each submittal and check for coordination with other Work of the Contract and for
compliance with the Contract Documents. Note corrections and field dimensions. Mark with
approval stamp before submitting to Architect.
Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name
and location, submittal number, Specification Section title and number, name of reviewer, date
of Contractor's approval, and statement certiffing that submittal has been reviewed, checked,
and approved for compliance with the Contract Documents.
ARCHITECT'S ACTION
General: Architect will not review submittals that do not bear Contractor's approval stamp and
will return them without action.
Action Submittals: Architect will review each submittal, make marks to indicate corrections or
modifications required, and return it. Architect will stamp each submittal with an action stamp
and will mark stamp appropriately to indicate action taken, as follows:
1. Reviewed.
2. Revise and Resubmit.
3. Furnish as Corrected.
4. Rejected.
5. Not Reviewed.>
SUBMITTAL PROCEDURES 01330 - 8
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Informational Submittals: Architect will review each submittal and will not return it. or will
return it if it does not comply with requirements. Architect will forward each submittal to
appropnate party.
Partial submittals are not acceptable, will be considered nonresponsive, and will be returned
witJrout review.
Submittals not required by the Contract Documents may not be reviewed and may be discarded.
END OF SECTION OI33O
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SIJBMITTAL PROCEDURES 01330 - 9
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.& A T A ContractAdministrationtrftrfl GBlo Transmittal Letter
PROJECT (Name atd address):
TO (Nane ad address):
FROM (ruazr and addres,l:
WE TRANSMIT:
VIA:
FOR:
THE FOLLOWING:
[ ] Artached
[ ] Overnight delivery
[ ] Courier
[ ] Approval/ Action
[ ] Comment
[ ] Drawings
I lSubmittals
[ ] Under separate cover
[ ] Mail
[]Fax
[ ] Information
[ ] Distribution
[ ] Specifications
[ ] other
[ | E-mail
[ | other
[ | Use as requested
[ | other
[ ] Digital Files
NO. Of COPTES FORMAT DESCRIPTION
REMARKS:
BY
COPIE5 TO:
photocopying violates U.S. copyright laws and will subject the violalor to legal proseculion. To report copyright violations of AtA Contracf
Documenls, e-mail fhe American lnstilute of Architecls' legal counsel. copyright@aia.org- This document was electronically produced with
permission of lhe AIA and can be reproduced wilhoul violation until the dale of expiration as noted below. User Documenl: 1557 transmittal.aia --
'/2oo4 AlA License Number ll'l5oo7' which expires on 5/ll/2@4
Ebctronic Format 6910 - 2@r
V Technology
I
ISUBMITTAL
TRANSMITTAL
Project:t
A./E Proiect Number:
AL To (Contractor):Submittal No.tTRANSMITT
A From (Subcontractor):By:I Resubmission
Qty.IRefercnce /
Numbcr
Title / Description /
Manuflcturer
Spec. Scction Title and Paragraph /
Drawine Deteil Reference I
I Submitted for review and approval
D Resubmined for review and approval
I Complies with contract requirements
E Will be available to meet construction schedule
I A/E review time included in construction schedule
Other remarks on above submission;
E Substitution involved - Substitution request attached
f] If substitution involved, submission includes point-by-point
comparative data or preliminary details
I Items included in submission will be ordered
immediately upon receipt of approval
fl one copy retained by sender
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TRANSMITTAL
B
To (A./E):
From (Contractor):
I
tBy,
Dale Rec'd by contactor:
Date Tmsmt'd by Contractor:
I Approved
I Approved as noted
Other remarks on above submission:
E Revise / Resubmit
I Rejected / Resubmit
TI One copy retained by sender
TRANSMITTAL To (Contractor):
C From(A/E):D other By:
Date Rec'd by A/E:
Date Tmsmt'd by A/E;
I
fl Approved
I Approved as noted
f] Not subject to review
I No action required
I Revise / Resubmit
I Rejected / Resubmit
I Approved as noted / Resubmit
Other remark on above submission:
I Provide file copy with corrections identified
! Sepia copies only retumed
I Point-by-point comparative data required
to complete approval process
D Submission Incomplete / Resubmit
! One copy retained by sender
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D From (Contracror.;:By:
Date Rec'd by Contractor:
Date Tmsmt'd by Contractor:ICopies: ! Owner I Consultants D_ tr- tr_ [ One copy retained by sender
Copyrighl I 996, Construction Specifi cations Institute,
106 Madison Street. Alexandria. VA 22314-179l
Seplember 1996
CSI Form l2.l A T
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20031557.00 MENDIKRESIDENCE 31812004
SECTION 01400 - QUALITY REQUIREMENTS
PART I - GENERAI
c.
ST]MMARY
This Section includes administrative and procedural requirements for quality assurance and
quality control.
Testing and inspecting services are required to verify compliance with requirements specifred or
indicated. These services do not relieve Contractor of responsibility for compliance with the
Contract Document requirements.
l. Specifred tests, inspections, and related actions do not limit Contractor's other quality-
assuftrnce and -control procedures that facilitate compliance with the Contract Document
requirements.
2. Requirements for Contractor to provide quality-assurance and -control services required
by Architect, Owner, or authorities having jurisdiction are not limited by provisions of
this Section.
See Divisions 2 through 16 Sections for specific test and inspection requirements.
DEFINITIONS
Quality-Assurance Services: Activities, actions, and procedures performed before and during
execution of the Work to guard against defects and deficiencies and substantiate that proposed
construction will comply with requirements.
Quality-Control Services: Tests, inspections, procedures, and related actions during and after
execution of the Work to evaluate that actual products incorporated into the Work and
completed construction comply with requirements. Services do not include contract
enforcement activities performed by Architect.
Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to
verifu selections made under sample submittals, to demonstrate aesthetic effects and, where
indicated, qualities of materials and execution, and to review construction, coordination, testing,
or operation; they are not Samples. Approved mockups establish the standard by which the
Work will be judged.
Preconstruction Testing: Tests and inspections that are performed specifically for the Project
before products and materials are incorporated into the Work to verify performance or
compliance with specified criteria.
Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing
agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to
establish product performance and compliance with industry standards.
QUALITY REQUIREMENTS 01400 - r
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that are performed at the source, i.e.,F. Source Quality-Control Testing: Tests and inspections
plant, mill, factory, or shop.
Field Quality-Control Testing: Tests and inspections that are performed on-site for installation
of the Work and for completed Work.
Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing
laboratory shall mean the same as testing agency.
Installer/Applicator/Erector: Contractor or another entity engaged by Conhactor as an
employee, Subconhactor, or Sub-subconkactor, to perform a particular construction operation,
including installation, erection, application, and similar operations.
I . Using a term such as "carpentry" does not imply that certain construction activities must
be performed by accredited or unionized individuals of a corresponding generic name,
such as "carpenter." It also does not imply that requirements specified apply exclusively
to tadespeople of the corresponding generic name.
Experienced: When used with an entity, "experienced" means having successfully completed a
minimum of five previous projects similar in size and scope to this Project; being familiar with
special requirements indicated; and having complied with requirements of authorities having
jurisdiction.
CONFLICTING REQUIREMENTS
General: If compliance with two or more standards is specified and the standards establish
different or conflicting requirements for minimum quantities or quality levels, comply with the
most stringent requirement. Refer uncertainties and requirements that are different, but
apparently equal, to Architect for a decision before proceeding.
Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be
the minimum provided or performed. The actual installation may comply exactly with the
minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.
To comply with these requirements, indicated numeric values are minimum or maximum, as
appropriate, for the context of requirements. Refer uncertainties to Architect for a decision
before proceeding.
SUBMITTALS
Qualification Data: For testing agencies specified in "Quality Assurance" Article to
demonstrate their capabilities and experience. lnclude proof of qualifications in the form of a
recent report on the inspection of the testing agency by a recognized authority.
Reports: Prepare and submit certified written reports that include the following:
I . Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
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20031557.00 MENDIK RESIDENCE
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification ofproduct and Specification Section.
8. Complete test or inspection data.
9. Test and inspection results and an interpretation oftest results.
10. Record of temperature and weather conditions at time of sample taking and testing and
inspecting.
I I . Comments or professional opinion on whether tested or inspected Work complies with
the Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting and reinspecting.
Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee
payments, judgments, correspondence, records, and similar documents, established for
compliance with standards and regulations bearing on performance of the Work.
QUALITY ASSURANCE
General: Qualifications paragraphs in this Article establish the minimum qualification levels
required; individual Specification Sections specify additional requirements.
lnstaller Qualifications: A firm or individual experienced in installing, erecting, or assembling
work similar in material, design, and extent to that indicated for this Project, whose work has
resulted in construction with a record of successful in-service performance.
Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar
to those indicated for this Project and with a record of successful in-service performance, as
well as sufficient production capacity to produce required units.
Fabricator Qualifications: A firm experienced in producing products similar to those indicated
for this Project and with a record of successful in-service performance, as well as sufficient
production capacity to produce required units.
Professional Engineer Qualifications: A professional engineer who is legally qualified to
practice in jurisdiction where Prdect is located and who is experienced in providing
engineering services of the kind indicated. Engineering services are defined as those performed
for installations of the system, assembly, or product that are similar to those indicated for this
Proj ect in material, design, and extent.
Specialists: Certain sections of the Specifications require that specific construction activities
shall be performed by entities who are recognized experts in those operations. Specialists shall
satisfy qualification requirements indicated and shall be engaged for the activities indicated.
l. Requirement for specialists shall not supersede building codes and regulations governing
the Work.
Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the
experience and capability to conduct testing and inspecting indicated, as documented according
31812004
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QUALITY REQUIREMENTS 01400 - 3
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to ASTM E 548; and with additional qualifications specified in individual Sections; and rvhere
required by authorities having jurisdiction, that is acceptable to authorities.
1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.2. NVLAP: A testing agency accredited according to NIST's National Voluntary
Laboratory Accreditation Program.
Factory-Authorized Service Representative Qualifications: An authorized representative of
manufachrrer who is trained and approved by manufacturer to inspect installation of
manufacturer's products that are similar in material, design, and extent to those indicated for this
Project.
Mockups: Before installing portions of the Work requiring mockups, build mockups for each
form of consfuction and finish required to comply with the following requirements, using
materials indicated for the completed Work:
l. Build mockups in location and of size indicated or, if not indicated, as directed by
Architect.
2. Notiff Architect seven days in advance of dates and times when mockups will be
constructed.
Demonstrate the proposed range of aesthetic effects and workmanship.
Obtain Architect's approval of mockups before starting work, fabrication, or constuction.
Maintain mockups during construction in an undisturbed condition as a standard for
judging the completed Work.
6. Demolish and remove mockups when directed, unless otherwise indicated.
QUALITYCONTROL
Owner Responsibilities: Where quality+ontrol services are indicated as Owner's responsibility,
Owner will engage a qualified testing agency to perform these services.
l. Owner will fumish Confractor with names, addresses, and telephone numbers of testing
agencies engaged and a description of types of testing and inspecting they are engaged to
perform.
2. Costs for retesting and reinspecting construction that replaces or is necessitated by work
that failed to comply with the Conhact Documents will be charged to Contractor.
Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless
otherwise indicated, provide quality-control services specified and those required by authorities
having jurisdiction. Perform quality-control services required of Contractor by authorities
having jurisdiction, whether specified or not.
1. Where services are indicated as Contractor's responsibility, engage a qualified testing
agency to perform these quality-control services.
a. Contractor shall not employ same entity engaged by Owner, unless agreed to in
writing by Owner.
2. Notily testing agencies at least 24 hours in advance of time when Work that requires
testing or inspecting will be performed.
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3. Where quality-control services are indicated as Contractor's responsibility,
certified written report, in duplicate, ofeach quality-control seryice.
4. Testing and inspecting requested by Contractor and not required by the
3t8t2004
submit a
Contract
Documents are Conhactor's responsibility.
5. Submit additional copies ofeach written report directly to authorities having jurisdiction,
when they so direct.
Manufacturer's Field Services: Where indicated, engage a factory-authorized service
representative to inspect field-assembled components and equipment installation, including
service connections. Report results in writing as specified in Division I Section "Submittal
Procedures."
Retesting/Reinspecting: Regardless of whether original tests or inspections were Conftactor's
responsibility, provide quality-control services, including retesting and reinspecting, for
construction that replaced Work that failed to comply with the Contract Documents.
Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of
duties. Provide qualified personnel to perform required tests and inspections.
L Notifr Architect and Contractor promptly of inegularities or deficiencies observed in the
Work during performance of its services.2. Determine the location from which test samples will be taken and in which in-situ tests
are conducted.
3. Conduct and interpret tests and inspections and state in each report whether tested and
inspected work complies with or deviates from requirements.4. Submit a certified written report, in duplicate, of each test, inspection, and similar
quality-control service through Contractor.5. Do not release, revoke, alter, or increase the Contract Document requirements or approve
or acc€pt any portion of the Work.6. Do not perform any duties of Contactor.
Associated Services: Cooperate with agencies performing required tests, inspections, and
similar quality-control services, and provide reasonable auxiliary services as requested. Notif
agency sufficiently in advance of operations to permit assigrrment of personnel. Provide the
followins:
Access to the Work.
Incidental labor and facilities necessary to facilitate tests and inspections.
Adequate quantities of representative samples of materials that require testing and
inspecting. Assist agency in obtaining samples.
Facilities for storage and field curing oftest samples.
Delivery of samples to testing agencies.
Preliminary design mix proposed for use for material mixes that require control by testing
agency.
7. Security and protection for samples and for testing and inspecting equipment at Project
site.
Coordination: Coordinate sequence of activities to accommodate required quality-assurance
and -control services with a minimum of delay and to avoid necessity of removing and
replacing construction to accommodate testing and inspecting.
QUALITY REQUIREMENTS 01400 - 5
2003 1557.00 MENDIK RESIDENCE 3/8I2OO4
Schedule times for tests, inspections, obtaining samples, and similar activities.
I.'1 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Conducted by a qualified testing agency as required by
authorities having jurisdiction, as indicated in individual Specification Sections, and as follows:
l. Verifying that manufacturer maintains detailed fabrication and quality-control procedures
and reviewing the completeness and adequacy of those procedures to perform the Work.2. Notifyrng Architect and Conhactor promptly of inegularities and deficiencies observed
in the Work during performance of its services.
3. Submitting a certified wriften report of each test, inspection, and similar quality-contol
service to Architect with copy to Contractor and to authorities having jurisdiction.
4. Submitting a final report of special tests and inspections at Substantial Completion,
which includes a list of unresolved deficiencies.
5. Interpreting tests and inspections and stating in each report whether tested and inspected
work complies with or deviates from the Contact Documents.
6. Retesting and reinspecting corrected work.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.I REPAIRANDPROTECTION
A. General: On completion of testing, inspecting, sample taking, and similar services, repair
damaged construction and restore substrates and hnishes.
l. Comply with the Conhact Document requirements for Division I Section "Cutting and
Patching."
B. Protect construction exposed by or for quality-control service activities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of
responsibility for quality-control services.
END OF SECTION O14OO
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SECTION 01420 - REFERENCES
PART I -GENERAL
DEFINITIONS
General: Basic Contract definitions are included in the Conditions of the Contract.
"Approved": When used to convey Architect's action on Contractor's submittals, applications,
and requests, "approved" is limited to Architect's duties and responsibilities as stated in the
Conditions of the Contract.
C. "Directed": A command or instruction by Architect. Other terms including "requested,"
"authorized," "selected," "approved," "required," and "permitted" have the same meaning as
"directed."
"Indicated": Requirements expressed by graphic representations or in written form on
Drawings, in Specifications, and in other Contract Documents. Other terms including "shown,"
"noted," "scheduled," and "specified" have the same meaning as "indicated."
"Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having
jurisdiction, and rules, conventions, and agreements within the construction industry that control
performance of the Work.
"Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation, and similar operations.
"Install": Operations at Project site including urloading, temporarily storing, unpacking,
assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing,
protecting, cleaning, and similar operations.
"Provide": Fumish and install, complete and ready for the intended use.
"Project Site": Space available for performing construction activities. The extent ofProject site
is shown on Drawings and may or rnay not be identical with the description of the land on
which Project is to be built.
INDUSTRY STANDARDS
Applicability of Standards: Unless the Conhact Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if
bound or copied directly into the Contract Documents to the extent referenced. Such standards
are made a part of the Contract Documents by reference.
Publication Dates: Comply with standards in effect as of date of the Confract Documents,
unless otherwise indicated.
REFER-ENCES 01420 - 1
20031557.00 MENDIKRESIDENCE 3/8t2004
C. Copies of Standards: Each entity engaged in construction on Project should be familiar with
industry standards applicable to its construction activity. Copies of applicable standards are not
bound with the Contract Documents.
l. Where copies of standards are needed to perform a required construction activity, obtain
copies directly from publication source.
D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and
acronyms are used in Specifications or other Contract Documents, they shall mean the
recognized name ofthe standards and regulations.
I.3 ABBREVIATIONS AND ACRO].M\4S
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities indicated in Gale
Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade &
Professional Associations of the U.S."
B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities in the following list.
AA Aluminum Association, Inc. (The)
AAADM American Association of Automatic Door Manufacturers
AABC Associated Air Balance Council
AAMA AmericanArchitecturalManufacturersAssociation
AASHTO American Association of State Hishwav and
Transportation Officials
AATCC American Association of Textile Chemists and Colorists (The)
ABMA AmericanBearineManufacturersAssociation
ACI American Concrete Institute/Acl lntemational
ACPA American Concrete Pipe Association
AEIC Association of Edison Illuminating Companies, Inc. (The)
AI'PA American Forest & Paper Association (See AF&PA)
AF&PA American Forest & Paoer Association
AGA American Gas Association
AGC Associated General Contractors of America (The)
REFERENCES
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_ AHA American Hardboard Association
F AHAM Association of Home Appliance Manufacturers
I AI Asphalt hstitute
f AIA American Institute of Architects (The)
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I AISC American lnstitute of Steel Construction
a AISI American lron and Steel lnstitutea
AITC American lnstitute of Timber Construction
I ALCA Associated Landscape Contractors of Americat
ALSC American Lumber Standard Committee, Incorporated
I AMCA Air Movement and Conhol Association lntemational. [nc.
I ANSI American National Standards Institute
I.iI AOSA Association of Official Seed Analysts
I
I APA APA - The Engineered Wood Association
;, APA Architectural Precast Association
't API American Peholeum Institute
I ARI Air-Conditioning & Refrigeration Institutet
- ARMA Asphalt Roofing Manufacturers AssociationtV ASCA Architectural Spray Coaters Association
I ASCE American Society of Civil Engineers
I ASHRAE American Society of Heating, Refrigerating and
Air-Conditioning Engineers
a ASME ASME Intemational
l, (The American Society of Mechanical Engineers Intemational)
I\t ASSE American Society of Sanitary Engineering
I ASTM ASTM IntemationalI (American Society for Testing and Materials Intemational)
I AWCI AWCI Inremational
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AWCMA
AWI
AWPA
AWS
AWWA
BHMA
BIA
BIFMA
MENDIKRESIDENCE
(Association of the Wall and Ceiling lndushies Intemational)
Arnerican Window Covering Manufacturers Association
(See WCSC)
Architectural Woodwork Institute
American Wood-Preservers' Association
American Welding Society
American Water Works Association
Builders Hardware Manufacturers Association
Brick Industry Association (The)
BIFMA International
(Business and lnstitutional Fumiture Manufacturer's
Association lntemational)
Carpet Cushion Council
Center for Cold-Formed Steel Structures
Copper Development Association Inc.
Canadian Electric ity Association
Chemical Fabrics & Film Association. Inc.
Compressed Gas Association
Canadian General Standards Board
Cellulose lnsulation Manufacturers Association
Ceilings & lnterior Systems Construction Association
Cast Iron Soil Pipe Institute
Chain Link Fence Manufacturers Institute
Comrgated Polyethylene Pipe Association
Carpet & Rug Institute (The)
Concrete Reinforcing Steel Institute
CSA Intemational
(Formerly: IAS - lnternational Approval Services)
3t8t2004
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CCFSS
CDA
CEA
CFFA
CGA
CGSB
CIMA
CISCA
CISPI
CLFMI
CPPA
CRI
CRSI
CSA
REFERENCES 01420 - 4
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CSI Construction Specifications Institute (The)I
t CSSB Cedar Shake & Shingle Bureau
I CTI Cooling Technology Institute
I (Formerly: Cooling Tower Institute)
a DHI Door and Hardware krstitute
I- EtA Elechonic Industries Alliance
I EIMA EIFS Industry Members Association
a EJCDC Engineers Joint Contract Documents Committee
I EJMA Expansion Joint Manufacturers Association, lnc.
I ESD ESD Association
I
FCI Fluid Contols Institute
I FGMA Flat Glass Marketing Association (See GANA)
I FM Factory Mutual System (See FMG)
I FMc FM Grobat
I (Formerly: FM - Factory Mutual System)
It FRSA Florida Roofing, Sheet Metal & Air Conditioning Contractors
f Association, [nc.
|l FSA Fluid Sealing Association
I FSC Forest Stewardship Council
a)
GA Gypsum Association
I GANA Glass Association of North America
(Formerly: FGMA - Flat Glass Marketing Association)
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J GRI Geosynthetic Research Institute
,- GTA Glass Tempering Division of Glass Association of
North America (See GANA)
v
HI Hydraulic InstituteI
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I HMMA Hollow Metal Manufacturers Association (See NAAMM)a
. REFERENCES ol42o -5
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20031557.00 MENDIK RESIDENCE
Hardwood Plywood & Veneer Association
H. P. White Laboratory, Inc.
International Approval Services (See CSA)
Insulated Cable Engineers Association, Inc.
International Concrete Repair Institute, Inc.
International Elechotechnical Commission
Institute of Electrical and Elechonics Engineers, Inc. (The)
Illuminating Engineering Society of North America
lnsulating Glass Certification Council
Insulating Glass Manufacturers Alliance (The)
Indiana Limestone Institute of America. Inc.
Intemational Solid Surface Fabricators Association
Intertek Testing Services
lrsect Screening Weavers Association (Now defunct)
Kitchen Cabinet Manufacturers Association
Laminating Materials Association
Lighhing Protection Institute
Laminated Safety Glass Association (See GANA)
Metal Building Manufac turers Association
Maple Flooring Manufacturers Association
Metal Framing Manufacturers Association
Material Handling hdustry of America (See MHIA)
Matenal Handling Industry of America
Marble Institute of America
Master Painters Institute
318/2004
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ICEA
ICRI
IEC
IEEE
IESNA
IGCC
IGMA
ILI
ISSFA
ITS
twS
KCMA
LMA
LPI
LSGA
MBMA
MFMA
MFMA
MH
MHIA
MIA
MPI
REFERENCES 01420 - 6
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- MSS Manufacturers Standardization Societv of The Valve and
I
Fittings Industry Inc.
I NAAMM National Association of Architectural Metal Manufacturers
a NAAMM North American Association of Minor Manufacturers (See GANA)a
NACE NACE International
(National Association of Corrosion Engineers Intemational)
I
- NADCA National Air Duct Cleaners AssociationI
E NAIMA North American Insulation Manufacturers Association (The)
I NAMI National Accreditation and Management Institute, lnc.
F NBGQA National Building Granite Quarries Association, Inc.
I NCMA National Concrete Masonry AssociationI
NCPI National Clay Pipe InstihrteII NCTA National Cable & Telecommunications Association
f NEBB National Environmental Balancing Bureau
I1'I NECA NationalElectricalConbactorsAssociation
I NeLMA Northeastem Lumber Manufacturers' Association
f NEMA National Electrical Manufacturers Association
I NETA LrterNational Electrical Testine Association
I NFPA NFpA tnternarional
J (National Fire Protection Association lntemational)
t NFRC National Fenestration Rating Council
I NGA National Glass Associatront
I NHLA National Hardwood Lumber Association
- NLGA National Lumber Grades Authority
t.r NOFMA National Oak Flooring Manufacturers Association
I NRCA National Roofing Contractors AssociationI
NRMCA National Ready Mixed Concrete Association
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NSF
NSSGA
NTMA
NTRMA
NWWDA
OPL
PCI
PDCA
PDI
PGI
RCSC
RFCI
RIS
RTI
SAE
SDI
SDI
SEFA
SGCC
SIA
SIGMA
SJI
SMA
SMACNA
MENDIK RESIDENCE
NSF Intemational
(National Sanitation Foundation lnternational)
National Stone. Sand & Gravel Association
National Tenazzo and Mosaic Association- Inc.
National Tile Roofing Manufacturers Association (See RTI)
National Wood Window and Door Association (See WDMA)
Omega Point Laboratories, Inc.
Precast/Prestressed Concrete lnstitute
Painting and Decorating Contractors of America
Plumbing & Drainage Institute
PVC Geomembrane Instihrte
Research Council on Structural Connections
Resilient Floor Covering Institute
Redwood Inspection Service
Roof Tile Institute
(Formerly: NTRMA - National Tile Roofrng Manufacturers
Association)
SAE International
Steel Deck lnstitute
Steel Door Institute
Scientifi c Equipment and Furnihrre Association
Safety Glazing Certification Council
Security Industry Association
Sealed Insulating Glass Manufacturers Association (See IGMA)
Steel Joist Institute
Screen Manufacturers Association
Sheet Metal and Air Conditionins Contractors'
National Association
3t8t2004
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SMPTE Societv of Motion Picture and Television Ensineers
-Ill SPFA Spray Polyurethane FoamAlliance
t (Formerly: SPVSPFD - The Society of the
Plastics Industry, [nc.; Spray Polyurethane Foam Division)
SPIB Southem Pine Inspection Bureau (The)
SPUSPFD Society ofthe Plastics Industry, Inc. (The)
Spray Polyurethane Foam Division (See SPFA)
t SPRI
frlH,. r,r*"orurg rnstitute)
I SSINA Specialty Steel Industry of North America
SSPC SSPC: The Society for Protective CoatingsII STI Steel Tank Institute
I SWI Steel Window lnstitute
I SWRI Sealant, Waterproofing, & Restoration lnstitute
J
I TCA Tile Council of America, Inc.
I TIA/EIA Telecommunications Industry Association/Electroruc
I Industries Alliance
TMs The Masonry SocietyI
I TPI Truss Plate Institute, Inc.
I TPI Turfgrass Producers Intemationalf,
UL Underwriters Laboratories Inc.t
I UNI Uni-Bell PVC Pipe Association
I
USITT United States Institute for Theatre Technology, Inc.
J WASTEC Waste Equipment Technology Association
I WCLIB West Coast Lumber Inspection Bureau
- WCMA Window Covering Manufacturers Association (See WCSC)
I WCSC window Covering Safety Council
n:T:jlt;,*.MA-windowcoveringManufacturers
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WDMA Window & Door Manufacturers Association
(Formerly: NWWDA - National Wood Window and
WIC
Door Association)
Woodwork lnstitute of Califomia
WMMPA Wood Moulding & Millwork Producers Association
WSRCA Westem States Roofing Contractors Association
WWPA Westem Wood Products Association
C. Code Agencies: Where abbreviations and acron5rms are used in Specihcations or other Contract
Documents, they shall mean the recogrized name of the entities in the following list.
BOCA BOCA Intemational. Inc.
CABO Council of American Building Officials (See ICC)
IAPMO International Association of Plumbing and Mechanical
Officials (The)
ICBO lnternational Conference of Building Officials
ICBO ICBO Evaluation Service. [nc.
ES
ICC International Code Council, [nc.
(Formerly: CABO - Council of American Building OIficials)
SBCCI Southern Building Code Congress lntemational, Inc.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01420
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SECTION OI5OO - TEMPORARY FACILITIES AND CONTROLS
PART I - GENERAL
I.I SUMMARY
A. This Section includes requirements for temporary utilities, support facilities, and security and
protection facilities.
B. See Division I Section "Summary of Multiple Contracts" for division of responsibilities for
temporary facilities and controls.
C. See Division I Section "Execution Requirements" for progress cleaning requirements.
D. See Divisions 2 through 16 Sections for temporary heat, venfilation, and humidity requirements
for products in those Sections.
c.
DEFINITIONS
Permanent Enclosure: As determined by Architect, pemanent or temporary roofing is
complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all
openings are closed with permanent construction or substantial temporary closures.
USE CHARGES
General: Cost or use charges for temporary facilities shall be included in the Contract Sum.
Allow other entities to use temporary services and facilities without cost, including, but not
limited tol Architect, testing agencies, and authorities having jurisdiction.
Water Service: Water from Owner's existing water system is available for use without metering
and without payment of use charges. Provide connections and extensions of services as
required for construction operations.
Electric Power Service: Electric power from Owner's existing system is available for use
without metering and without payment of use charges. hovide connections and extensions of
services as required for construction operations.
SUBMITTALS
Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for
con struction personnel.
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I.5 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary
electric service. Install service to comply with NFPA 70.
B. Tests and lnspections: Arrange for authorities having jurisdiction to test and inspect each
temporary utility before use. Obtain required certifications and permits.
PROJECT CONDITIONS
Temporary Use of Permanent Facilities: Installer of each perrnanent service shall assume
responsibility for operation, maintenance, and protection of each permanent service during its
use as a construction facility before Owner's acceptanc€, regardless of previously assigned
responsibilities.
PART 2 - PRODUCTS
MATERIALS
Gypsum Board: Minimum 712 inch (12.7 nrm) thick by 48 inches (1219 mm) wide by
maximum available lengths; regular-type panels with tapered edges. Comply with
ASTM C 36/C36M.
lnsulation: Unfaced mineral-hber blanket, manufactured from glass, slag wool, or rock wool;
with maximum flame-spread and srnokedeveloped indexes of 25 and 50, respectively.
TEMPORARY FACILITIES
EQUIPMENT
Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by
locations and classes of fire exposures.
Heating Equipment: Unless Owner authorizes use of permanent heating system, provide
vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic
conhol.
l. Use of gasoline-buming space heaters, open-flame heaters, or salamander-type heating
units is prohibited.
2. Heating Units: Listed and labeled fo. typ" of fuel being consumed, by a testing agency
acceptable to authorities having jurisdiction, and marked for intended use.
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MENDIK RESIDENCE 3/8/2004
3.I INSTALLATION,GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference
with performance of the Work. Relocate and modi$ facilities as required by progress of the
Work.
F,
Provide each facility ready for use when needed to avoid delay. Do not remove until facilities
are no longer needed or are replaced by authorized use of completed permanent facilities.
TEMPORARY UTILITY INSTALLATION
General: Install temporary service or connect to existing service.
l. Arrange with utility company, Owner, and existing users for time when service can be
intemrpted, if necessary, to make connections for temporary services.
Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.
l. Connect temporary sewers to private system indicated as directed by authorities having
jurisdiction.
Water Service: Use of Owner's existing water service facilities will be permitted, as long as
facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial
Completion, restore these facilities to condition existing before initial use.
l. Where installations below an outlet might be damaged by spillage or leakage, provide a
drip pan of suitable size to minimize water damage. Drain accumulated water promptly
from pans.
Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of
construction personnel. Comply with authorities having jurisdiction for type, number, location,
operation, and maintenance of fixtures and facilities.
Heating: Provide temporary heating required by construction activities for curing or drying of
completed installations or for protecting installed construction from adverse effects of low
temperatures or high humidity. Select equipment that will not have a harmful effect on
completed installations or elements being installed.
Ventilation and Humidity Control: Provide temporary ventilation required by construction
activities for curing or drying of completed installations or for protecting installed construction
from adverse effects of high humidity. Select equipment that will not have a harmful effect on
completed installations or elements being installed. Coordinate ventilation requirements to
produce ambient condition required and minimize energy consumption.
Electric Power Service: Use of Owner's existing electric power service will be permitted, as
long as equipment is maintained in a condition acceptable to Owner.
l. Connect temporary service to Owner's existing power source, as directed by Owner.
TEMPORARY FACILITIES AND CONTROLS 01500 - 3
20031557.00 MENDIK RESIDENCE 3/8/2004
Lighting: Provide temporary lighting with local switching that provides adequate illumination
for construction operations, observations, inspections, and traffic conditions.
l. Install and operate temporary lighting that fulfills security and protection requirements
without operating entire system.
Telephone Service: hovide temporary telephone service in common-use facilities for use by all
construction personnel. lnstall one telephone line(s) for each field office.
1. Provide additional telephone lines for the following:
a. Provide a dedicated telephone line for each facsimile machine and computer in
each field office.
2. At each telephone, post a list of important telephone numbers including police and fire
departments Contractor's home office Architect's office Owner's office Principal
subcontractors' field and home offices.
3. hovide superintendent with cellular telephone or portable two-way radio for use when
away from field office.
Electronic Communication Service: Provide temporary electronic communication service,
including electronic mail in field office.
SUPPORT FACILITIES INSTALLATION
General: Comply with the following:
l. Provide incombustible constuction for offices, shops, and sheds located within
construction area or within 30 feet (9 m) of building lines. Comply with NFPA 241.
2. Maintain sup'port facilities until near Substantial Completion. Remove before Substantial
Completion. Personnel remaining after Substantial Completion will be permitted to use
permanent facilities, under conditions acceptable to Owner.
Trafhc Conhols: Comply with requirements of authorities having jurisdiction.
l. Protect existing site improvements to remain including curbs, pavement, and utilities.
2. Maintain access for fire-fighting equipment and access to fire hydrants.
C. Parking: Parking areas for construction personnel will not be provided on site.
D. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.
Maintain Project site, excavations, and construction free of water.
1. Dispose of rainwater in a lawful manner that will not result in flooding Project or
adjoining properties nor endanger permanent Work or temporary facitities.
2. Remove snow and ice as required to minimize accumulations.
E. Project ldentifrcation and Temporary Signs: Provide Project identification and other signs.
lnstall signs where indicated to inform public and individuals seeking entrance to Project.
Unauthorized sigrs are not permitted.
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l. Provide temporary, directional signs for construction personnel and visitors.
2. Maintain and touchup signs so they are legible at all times.
Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle
waste from consfuction operations. Comply with requirements of authorities having
jurisdiction. Comply with Division I Section "Execution Requirements" for progress cleaning
requirements.
Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
l. Truck cranes and similar devices used for hoisting materials are considered "tools and
equipment" and not temporary facilities.
Temporary Elevator Use: Use of elevators will not be permitted.
Existing Elevator Use: Use of Owner's existing elevators will be not be permittec.
Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders
are not adequate.
Existing Stair Usage: Use of Building's Owner's existing stair (eastern) will be permitted, as
long as stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial
Completion, restore stairs to condition existing before initial use.
l. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs
and to maintain means of egress. If, despite such protection, stairs becorne damaged,
restore damaged areas so no evidence remains ofcorrection work.
Temporary Use of Permanent Stairs: Cover finished, permanent stairs with protective covering
of plpvood or similar material so finishes will be undamaged at time of acceptance.
SECURITY AND PROTECTION FACILITIES INSTALLATION
Environmental Protection: Provide protection, operate temporary facilities, and conduct
construction in ways and by methods that comply with environmental regulations and that
minimize possible air, waterway, and subsoil contamination or pollution or other undesirable
effects.
Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line
of trees to protect vegetation from damage from construction operations. Protect tree root
systems from damage, flooding, and erosion.
Pest Control: Engage pest-control service to recommend practices to minimize attraction and
harboring of rodents, roaches, and other pests and to perform extermination and control
procedures at regular intervals so Project will be free of pests and their residues at Substantial
Completion. Perform control operations lawfully, using environmentally safe materials.
Security Enclosure and Lockup: lnstall substantial temporary enclosure around partially
completed areas of construction. Provide lockable entrances to prevent unauthorized entrance,
vandalism, theft, and similar violations of security.
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Barricades, Waming Signs, and Lights: Comply with requirements of authorities having
jurisdiction for erecting stucturally adequate barricades, including warning signs and lighting.
Temporary Enclosures: Provide temporary enclosures for protection of construction, in
progress and completed, from exposure, foul weather, other construction operations, and similar
activities. Provide temporary weathertight enclosure for building exterior.
l. Where heating or cooling is needed and permanent enclosure is not complete, insulate
temporary enclosures.
Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt
migration and to separate areas occupied by Building Owner and tenants from fumes and noise.
1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side,
and fire-retardant plywood on construction operations side.
2. Insulate partitions to provide noise protection to occupied areas.
3. Seal joints and perimeter. Equip partitions with dustproof doors and security locks.4. Protectair-handlingequipment.
5. Weather strip openings.6. Provide walk-off mats at each entrance through temporary partition.
Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types
needed to protect against reasonably predictable and contollable fire losses. Comply with
NFPA 24I.
1. Prohibit smoking in constuction areas.
2. Supervise welding operations, combustion-type temporary heating units, and similar
sources of fire ignition according to requirements of authorities having jurisdiction.
3. Develop and supervise an overall fire-prevention and -protection program for personnel
at Project site. Review needs with local fire department and establish procedures to be
followed. Instruct personnel in methods and procedures. Post warnings and information.4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning
sign stating that hoses are for fire-protection purposes only and are not to be removed.
Match hose size with outlet size and equip with suitable nozzles.
OPERATION, TERMINATION, AND REMOVAL
Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and
abuse, limit availability of temporary facilities to essential and intended uses.
Maintenance: Maintain facilities in good operating condition until removal.
L Maintain operation of temporary enclosures, heating, cooling, humidity conhol,
ventilation, and similar facilities on a 24-hour basis where required to achieve indicated
results and to avoid possibilify of damage.
Temporary Facility Changeover: Do not change over from using temporary securify and
protection facilities to permanent facilities until Substantial Completion.
c.
TEMPORARY FACILITIES AND CON'I'ROLS 01500 - 6
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D. Termination and Removal: Remove each temporary facility when need for its service has
ended, when it has been replaced by authorized use of a pernanent facility, or no later than
Substantial Completion. Complete or, if necessary, restore pemanent construction that may
have been delayed because of interference with temporary facility. Repair damaged Worlq
clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are property of Contractor.
Owner reserves right to take possession ofProject identification signs.
2. At Substantial Completion, clean and renovate permanent facilities used during
construction period. Comply with final cleaning requirements specified in Division I
Section "Closeout Procedures. "
END OF SECTION OI5OO
TEMPORARY FACILITIES AND CONTROLS 01500 - 7
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20031557.00 MENDIK RESIDENCE 31812004
sEcTroN 01600 - PRODUCT REQUTREMENTS
PART I - GENERAL
c.
ST'MMARY
This Section includes administrative and procedural requirements for selection of products for
use in Project; product delivery, storage, and handling; manufacturers' standard warranties on
products; special warranties; product substitutions; and comparable products.
See Division I Section "Closeout Procedures" for submitting warranfies for Contract closeout.
See Divisions 2 ttuough 16 Sections for specific requirements for warranties on products and
installations specified to be warranted.
DEFINITIONS
Products: Items purchased for incorporating into the Work, whether purchased for Project or
taken from previously purchased stock. The term "product" includes the terms "material,"
"equipment," "system," and terms of similar intent.
l. Named Products: Items identified by manufachrer's product name, including make or
model number or other designation shown or listed in manufacturer's published product
literature, that is current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project or
facility, except that products consisting of recycled-content materials are allowed, unless
explicitly stated otherwise. Products salvaged or recycled from other prqjects are not
considered new products.
3. Comparable Product: Product that is demonstrated and approved through submittal
process, or where indicated as a product substitution, to have the indicated qualities
related to type, function, dimension, in-service performance, physical properties,
appearance, and other characteristics that equal or exceed those of specified product.
Substitutions: Changes in products, materials, equipment, and methods of construction from
those required by the Contract Documents and proposed by Contractor.
Basis-of-Design Product Specification: Where a specific manufacturer's product is named and
accompanied by the words "basis of design," including make or model number or other
designation, to establish the significant qualities related to t1pe, function, dimension, in-service
performance, physical properties, appearance, and other characteristics for purposes of
evaluating comparable products of other named manufacturers.
I.3 STIBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Identify product
or fabrication or installation method to be replaced. lnclude Specification Section number and
title and Drawing numbers and titles.I
I PRODUCT REQUIREMENTS 01600 - I
20031557.00 MENDIK RESIDENCE 3/8/2004
Substitution Request Form: Use CSI Form 13.1A.
Documentation: Show compliance with requirements for substitutions and the following,
as applicable:
a. Statement indicating why specified material or product cannot be provided.
b. Coordination information, including a list of changes or modifications needed to
other parts of the Work and to construction performed by Owner and separate
contactors, that will be necessary to accommodate proposed substitution.c. Detailed comparison of significant qualities of proposed substitution with those of
the Work specified. Significant qualities may include attributes such as
performance, weight, size, durability, visual effect, and specific features and
requirements indicated.
d. Product Data, including drawings and descriptions ofproducts and fabrication and
1.
installation procedures.
Samples, where applicable or requested.
List of similar installations for completed projects with project names and
addresses and names and addresses of architects and owners.
Material test reports from a qualified testing agency indicating and interpreting test
results for compliance with requirements indicated.
ResearcVevaluation reports evidencing compliance with building code in effect for
Project, from a model code organization acceptable to authorities having
jurisdiction.
Detailed comparison of Contractor's Construction Schedule using proposed
substitution with products specified for the Work, including effect on the overall
Contract Time. If specified product or method of construction cannot be provided
within the Contract Time, include letter from manufacturer. on manufacturer's
letterhead, stating lack of availability or delays in delivery.
Cost information, including a proposal of change, if any, in the Conhact Sum.
Contractor's certification that proposed substitution complies with requirements in
the Contract Documents and is appropriate for applications indicated.
Contractor's waiver of rights to additional payment or time that may subsequently
become necessary because of failure of proposed substitution to produce indicated
results.
Architect's Action: If necessary, Architect will request additional information or
documentation for evaluation within 7 days of receipt of a request for substitution.
Architect will notify Contractor of acceptance or rejection of proposed substitution within
15 days of receipt of request, or 7 days of receipt of additional information or
documentation, whichever is later.
Form of Acceptance: Change Order.
Use product specified if Architect cannot make a decision on use of a proposed
substitution within time allocated.
Comparable Product Requests: Submit three copies ofeach request for consideration. Identifu
product or fabrication or installation method to be replaced. Include Specification Section
number and title and Drawing numbers and titles.
l. Architect's Action: If necessary, Architect will request additional information or
documentation for evaluation within one week of receipt of a comparable product
request. Architect will notifu Contractor of approval or rejection ofproposed comparable
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product request within 15 days of receipt of request, or 7 days of receipt of additional
information or documentation, whichever is later.
a. Form of Approval: As specified in Division I Section "Submittal hocedures."
b. Use product specified if Architect cannot make a decision on use ofa comparable
product request within time allocated.
Basis-of-Design Product Specification Submittal: Comply with requirements in Division I
Section "Submittal Procedures." Show compliance with requirements.
QUALITY ASSURANCE
Compatibility of Options: If Contractor is given option of selecting between two or more
products for use on Project, product selected shall be compatible with products previously
selected, even if previously selected products were also ophons.
PRODUCT DELTVERY, STORAGE, AND HANDLING
Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
Delivery and Handling:
1. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.2. Coordinate delivery with installation time to ensure minimum holding time for items that
are flammabl€, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses.
3. Deliver products to Project site in an undamaged condition in manufacturer's original
sealed container or other packaging system, cornplete with labels and instructions for
handling, storing, unpacking, protecting, and installing.4. Inspect products on delivery to €nsure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
Storage:
l. Store products to allow for inspection and measurement of quantity or counting ofunits.2. Store materials in a manner that will not endanger Project structure.3. Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation.
Store cementitious products and materials on elevated platforms.
Store foam plastic from exposure to sunlight, except to extent necessary for period of
installation and concealment.
6. Comply with product manufacturer's written instructions for temperature, humidity,
ventilation, and weather-protection requirements for storage.7. Protect stored products from damage and liquids from freezing.
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1.6 PRODUCT WARRANTTES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on
product warranties do not relieve Contractor of obligations under requirements of the Conkact
Documents.
I . Manufacturer's Warranty: Preprinted written warranty published by individual
manufacturer for a particular product and specifically endorsed by manufacturer to
Owner.
2. Special Warranty: Written warranty required by or incorporated into the Conhact
Documents, either to extend time limit provided by manufachrer's warranty or to provide
more rights for Owner.
B. Special Wananties: Prepare a written document that contains appropriate terms and
identification, ready for execution. Submit a draft for approval before final execution.
I . Manufacfurer's Standard Form: Modified to include Project-specific information and
properly executed.
2. Specified Form: When specified forms are included with the Specifications, prepare a
written document using appropriate form properly executed.3. Refer to Divisions 2 through 16 Sections for specific content requirements and particular
requirements for submitting special warranties.
C. Submittal Time: Comply with requirements in Division I Section "Closeout Procedures."
PART 2 . PRODUCTS
PRODUCT SELECTION PROCEDURES
General Product Requirements: Provide products that comply with the Conhact Documents,
that are undamaged and, unless otherwise indicated, that are new at time of installation.
I . Provide products complete with accessories, trim, finish, fasteners, and other items
needed for a complete installation and indicated use and effect.
2. Standard hoducts: If available, and unless custom products or nonstandard options are
specified, provide standard products of types that have been produced and used
successfully in similar situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Contract Documents.
4. Where products are accompanied by the term "as selected," Architect will make
selection.
5. Where products are accompanied by the term "match sample," sample to be matched is
Architect's.
6. Descriptive, performance, and reference standard requirements in the Specifications
establish "salient characteristics" of products.
Product Selection Procedures:
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Product: Where Specifications name a single product and manufacturer, provide the
named product that complies with requirements.
Manufacturer/Source: Where Specifications name a single manufacturer or source,
provide a product by the named manufacturer or source that complies with requirements.
Products: Where Specifications include a list of names of both products and
manufacturers, provide one of the products listed that complies with requirements.
Manufacturers: Where Specifications include a list of manufacturers' names, provide a
product by one of the manufacturers listed that complies with requirements.
Available Products: Where Specifications include a list of names of both products and
manufacturers, provide one of the products listed, or an unnamed product, that complies
with requirements. Comply with provisions in Part 2 "Comparable Products" Article for
consideration of an unnarned product.
Available Manufachrrers: Where Specifications include a list of manufachrers, provide a
product by one of the manufacturers listed, or an unnamed manufacturer, that complies
with requirements. Comply with provisions in Part 2 "Comparable Products" Article for
consideration of an unnamed product.
hoduct Options: Where Specifications indicate that sizes, profiles, and dimensional
requirements on Drawings are based on a specific product or system, provide the
specified product or system. Comply with provisions in Part 2 "Product Substitutions"
Article for consideration ofan unnamed product or system.
Basis-of-Design Product: Where Specifications name a product and include a list of
manufacturers, provide the specified product or a comparable product by one of the other
named manufacturers. Drawings and Specifications indicate sizes, prohles, dimensions,
and other characteristics that are based on the product named. Comply with provisions in
Part 2 "Comparable Products" Article for consideration of an unnamed product by the
other named manufachrrers.
Visual Matching Specification: Where Specifications require matching an established
Sample, select a product that complies with requirements and matches Architect's sample.
Architect's decision will be final on whether a proposed product matches.
a. If no product available within specified category matches and complies with other
specified requirements, comply with provisions in Part 2 "Product Substitutions"
Article for proposal of product.
Visual Selection Specification: Where Specifications include the phrase "as selected
from manufacturer's colors, patterns, textures" or a similar phrase, select a product that
complies with other specified requirements.
a. Standard Range: Where Specifications include the phrase "standard range of
colors, pattems, textures" or similar phrase, Architect will select color, pattern,
density, or texture from manufacturer's product line that does not include premium
items.
b. Full Range: Where Specifications include the phrase "full range of colors,
pattems, textures" or similar phrase, Architect will select color, pattern, density, or
texture from manufacturer's product line that includes both standard and premrum
ltems.
PRODUCT REQUIREMENTS 01600 - 5
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PART 3 - EXECUTION (Not Used)
END OF SECTION O1600
MENDIK RESIDENCE 3t8t2004
PRODUCT SUBSTITUTIONS
Timing: Architect will consider requests for substitution if received within 60 days after the
Notice of Award. Requests received after that time may be considered or rej ected at discretion
of Architect.
Conditions: Architect will consider Conhactor's request for substitution when the following
conditions are satisfied. If the following conditions are not satisfied, Architect will return
requests without action, except to record noncompliance with these requirements:
l. Requested substitution offers Owner a substantial advantage in cost, time, energy
conservation, or other considerations, after deducting additional responsibilities Owner
must assume. Owner's additional responsibilities may include compensation to Architect
for redesign and evaluation services, increased cost of other construction by Owner, and
similar considerations.
2. Requested substitution does not require extensive revisions to the Contract Documents.
3. Requested substitution is consistent with the Contract Documents and will produce
indicated results.
Substitution request is fully documented and properly submitted.
Requested substitution will not adversely affect Contractor's Construction Schedule.
Requested substitution has received necessary approvals of authorities having
jurisdiction.
Requested substitution is compatible with other portions of the Work.
Requested substitution has been coordinated with other portions of the Work.
Requested substitution provides specified warranty.
COMPARABLE PRODUCTS
Conditions: Architect will consider Contractor's request for comparable product when the
following conditions are satisfied. If the following conditions are not satisfied, Architect will
return requests without action, except to record noncompliance with these requirements:
l. Evidence that the proposed product does not require extensive revisions to the Contract
Documents, that it is consistent with the Contract Documents and will produce the
indicated results, and that it is compatible with other portions of the Work.2. Detailed comparison of sigrificant qualities of proposed product with those named in the
Specifications. Significant qualities include atfributes such as performance, weight, size,
durability, visual effect, and specific features and requirements indicated.
Evidence that proposed product provides specified warranty.
List of similar installations for completed projects with project names and addresses and
names and addresses of architects and owners, ifrequested.
Samples, if requested.
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SECTION 01700 - EXECUTION REQUIREMENTSI! PART l -GENERAL
- I.I SUMMARY
I A. This Section includes general procedural requirements governing execution of the Work
'. including, but not limited to, the following:
I 1. Construction layout.
t . 2. General installation of products.
3. Progress cleaning.
I 4. Startingand adjusting.
I 5. Protection of installed construction.6. Correction of the Work.t
! B. See Division I Section "Closeout Procedures" for submitting final property survey with Project= Record Documents, recording of Owner-accepted deviations from indicated lines and levels,
l, and final cleaning.
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1.2 STJBMITTALS
|| A. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept
hazardous materials, for hazardous waste disposal.
f,r I.3 QUALITY ASSURANCE
rt PART 2 - PRODUCTS (Not Used)
I PART3-EXECUTION
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I 3.1 EXAMINATTON
I A. Existing Conditions: The existence and location of improvements, utilities, and other
I consfuction indicated as existing are not guaranteed. Before beginning work, investigate and
verift the existence and location of mechanical and electrical systems and other consfuction
,- affecting the Work.
' l. Before construction, verify the location and points ofconnection of utility services.
I B. Existing Utiliti€s: The existence and location of utilities and construction indicated as existingt are not guaranteed.
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EXECUTIONREQUIREMENTS 01700 - I
20031557.00 MENDIKRESIDENCE 3t8t2004
l. Before construction, verify the location and invert elevation at points of connection of
sanitary sewer, storrn sewer, and water-service piping; and electrical services.
2. Furnish location data for work related to Project that must be performed by public
utilities serving Project site.
Acceptance of Conditions: Examine substrates, areas, and conditions, with lnstaller or
Applicator present where indicated, for compliance with requirements for installation tolerances
and other conditions affecting performance. Record observations.
l. Veriff compatibility with and suitability of substrates, including compatibility with
existing finishes or primers.
2. Examine roughing-in for mechanical and electrical systems to verifu actual locations of
connections before equipment and fixfure installation.
3. Examine walls, floors, and roofs for suitable conditions where products and systems are
to be installed.
4. Proceed with installation only after unsatisfactory conditions have been corrected.
Proceeding with the Work indicates acceptance of surfaces and conditions.
PREPARATION
Existing Utility Information: Fumish information to Owner that is necessary to adjust, move, or
relocate existing utility lines, services, or other utility appurtenances located in or affected by
construction. Coordinate with authorities having jurisdiction.
Field Measurements: Take field measurements as required to fit the Work properly. Recheck
measurements before installing each product. Where portions of the Work are indicated to fit to
other construction, verify dimensions of other construction by field measurements before
fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the
Work.
Space Requirements: Veri| space requirements and dimensions of items shown
diagrammatically on Drawings.
Review of Conhact Documents and Field Conditions: Immediately on discovery of the need for
clarification of the Contract Documents, submit a request for information to Architect. lnclude
a detailed description of problem encountered, together with recommendations for changing the
Contract Documents. Submit requests on CSI Form 13.24, "Request for Interpretation."
CONSTRUCTION LAYOUT
Verification: Before proceeding to lay out the Work, verify layout information shown on
Drawings, in relation to existing benchmarks. If discrepancies are discovered, notifu Architect
promptly.
General: lay out the Work using accepted surveying practices.
l. Establish benchmarks and control points to set lines and levels at each story of
construction and elsewhere as needed to locate each element of Proiect.
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Establish dimensions within tolerances indicated. Do not scale Drawings to obtain
required dimensions.
Inform installers of lines and levels to which they must comply.
Check the location, level and plumb, of every major element as the Work progresses.
Notify Architect when deviations from required lines and levels exceed allowable
tolerances.
INSTALLATION
General: Locate the Work and components of the Work accurately, in correct alignment and
elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Where space is limited, install components to maximize space available for maintenance
and ease of removal for replacement.
3. Conceal pipes, ducts, and wiring in frnished areas, unless otherwise indicated.
Comply with manufacturer's written instructions and recommendations for installing products in
applications indicated.
Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until Substantial Completion.
Conduct consauction operations so no part of the Work is subjected to damaging operations or
loading in excess of that expected during normal conditions of occupancy.
Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
Templates: Obtain and distribute to the parties involved templates for work specified to be
factory prepared and field installed. Check Shop Drawings of other work to conhrm that
adequate provisions are made for locating and installing products to comply with indicated
requirements.
Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component
securely in place, accurately located and aligned with other portions of the Work.
l. Mounting Heights: Where mounting heights are not indicated, mount components at
heights directed by Architect.
2. Allow for building movement, including thermal expansion and contraction.
3. Coordinate installation of anchorages. Furnish setting drawings, templates, and
directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and
items with integral anchors, that are to be embedded in concrete or masonry. Deliver
such items to Project site in time for installation.
Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,
arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
Hazardous Materials: Use products, cleaners, and installation materials that are not considered
hazardous.
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PROGRESS CLEANING
General: Clean Project site and work areas daily, including common areas. Coordinate
progress cleaning for joint-use areas where more than one installer has worked. Enforce
requirements strictly. Dispose of materials lawfully.
l. Comply with requirements in NFPA 241 for removal of combustible waste materials and
debris.
2. Do not hold materials more than 7 days during normal weather or 3 days if the
temperature is expected to rise above 80 deg F (27 deg Cl).
3. Containerize hazardous and unsanitary waste materials separately from other waste.
Mark containers appropriately and dispose of legally, according to regulations.
Site: Maintain Project site free of waste materials and debris.
Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for
proper execution of the Work.
l. Remove liquid spills promptly.
2- Where dust would impair proper execution of the Work, broom-clean or vacuum the
entire work area, as appropriate.
Installed Work: Keep installed work clean. Clean installed surfaces according to written
instructions of manufacturer or fabricator of product installed, using only cleaning materials
specifically recommended. If specific cleaning materials are not recornmended, use cleaning
materials that are not hazardous to health or property and that will not damage exposed surfaces.
Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure
freedom from damage and deterioration at time of Substantial Completion.
Waste Disposal: Burying or buming waste materials on-site will not be permitted. Washing
waste materials down sewers or into waterways will not be permitted.
During handling and installation, clean and protect construction in progress and adjoining
materials already in place. Apply protective covering where required to ensure protection from
damage or deterioration at Substantial Completion.
Clean and provide maintenance on completed construction as frequently as necessary through
the remainder of the construction period. Adjust and lubricate operable components to ensure
operability without damaging effects.
Limiting Exposures: Supervise construction operations to assure that no part of the
construction, completed or in progtess, is subject to harmful, dangerous, damaging, or otherwise
deleterious exposure during the construction period.
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I 3.6 STARTING AND ADruSTTNG
I A. Start equipment and operating components to con firm proper operation. Remove
I malfunctioning units, replace with new units, and retest.
I B. Adjust operating components for proper operation without binding. Adjust equipment for
I ProPeroPeration.
- C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.
I Replace damaged and malfunctioning conhols and equipment.
D. Manufacturer's Field Service: If a factory-authorized service representative is required to
I inspect freld-assembled components and equipment installation, comply with qualification
I requirements in Division I Section "Quality Requirements."
I 3.7 PROTECTTON OF TNSTALLED CONSTRUCTTON
I A. Provide final protection and maintain conditions that ensure installed Work is without damage
t or deterioration at time of Substantial Completion.
B. Comply with manufacturer's written instructions for temperature and relative humidity.I
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3.8 CORRECTION OF THE WORK
|| A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.
Comply with requirements in Division I Section "Cutting and Patching."
l1I I. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up
with matching materials, and properly adjusting operating equipment.
I B. Restore perrnanent facilities used during construction to their specified condition.I
C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired
I without visible evidence ofrepair.I
D. Repair components that do not operate properly. Remove and replace operating components
I that cannot be repaired.r E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.
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SECTION 0173I - CUTTING AND PATCHING
PART 1 - GENERAL
ST]MMARY
This Section includes procedural requirements for cutting and patching.
See Divisions 2 through 16 Sections for specific requirements and limitations applicable to
cutting and patching individual parts of the Work.
See Division 7 Section "Through-Penehation Firestop Systems" for patching fire-rated
construction.
SUBMITTALS
Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before
the time cutting and patching will be performed, requesting approval to proceed. Include the
following information:
l. Extent: Describe cutting and patching, show how they will be performed, and indicate
why they cannot be avoided.
2. Changes to In-Place Construction: Describe anticipated results. Include changes to
sauctural elements and operating components as well as changes in building's appearance
and other significant visual elements.
Products: List products to be used and firms or entities that will perform the Work.
Dates: Indicate when cutting and patching will be performed.
Utility Services and MechanicaVElechical Systems: List services/systems that cutting
and patching procedures will disturb or affect. List serviceVsystems that will be
relocated and those that will be temoorarilv out of service. Indicate how lons
service s/systems will be disrupted.
6. Structural Elements: Where cutting and patching involve adding reinforcement to
skuctural elements, submit details showing integration of reinforcement with original
strucfure.
7. Architect's Approval: Obtain approval of cutting and patching proposal before cutting
and patching. Approval does not waive right to later require removal and replacement of
unsatisfactory work.
QUALITY ASSIJRANCE
Structural Elements: Do not cut and patch structural elements in a manner that could change
their load-carrying capacity or load-deflection ratio.
l. Operational Elements: Do not cut and patch operating elements and related components
in a manner that results in reducing their capacity to perform as intended or that results in
increased maintenance or decreased operational life or safety.
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CUTTING AND PATCHING 01731- I
2003 1557.00 MENDIK RESIDENCE 3t8t2004
2. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related
components in a manner that could change their load-carrying capacity, that results in
reducing their capacity to perform as intended, or that results in increased maintenance or
decreased operational life or safety.
B. Visual Requirements: Do not cut and patch construction in a manner that results in visual
evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or
in occupied spaces in a manner that would, in Architect's opinion, reduce the building's
aesthetic qualities. Remove and replace construction that has been cut and patched in a visually
unsatisfactory nunner.
1.4 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during cutting and patching operations, by methods and with materials so as not to void existing
warranties.
PART 2 - PRODUCTS
2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.
B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use
rnaterials that visually match in-place adjacent surfaces to the fullest extent possible.
l. If identical materials are unavailable or cannot be used, use materials that, when installed,
will match the visual and functional performance of in-place materials.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to
be performed.
1. Compatibility: Before patching, verify compatibility with and suitability of substrates,
including compatibility with in-place finishes or primers.
2. Proceed with installation only after unsafe or unsatisfactory conditions have been
corrected.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
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Protection: Protect in-place construction during cutting and patching to prevent damage.
Provide protection from adverse weather conditions for portions of Project that might be
exposed during cutting and patching operations.
Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage
to adjoining areas.
Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems
are required to be removed, relocated, or abandoned, bypass such services/systems before
cutting to prevent intemrption to occupied areas.
PERFORMANCE
General: Employ skilled workers to perform cutting and patching. Proceed with cutting and
patching at the earliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other components or performance
of other constuction, and subsequently patch as required to restore surfaces to their
original condition.
Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or
adjoining construction. If possible, review proposed procedures with original Installer; comply
with original Installer's written recommendations.
l. In general, use hand or small power tools designed for sawing and grinding, not
hammering and chopping. Cut holes and slots as small as possible, neatly to size
required, and with minimum dishrrbance of adjacent surfaces. Temporarily cover
openings when not in use.
Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a
diamond-core drill.
4. Mechanical and Electrical Services: Cut offpipe or conduit in walls or partitions to be
removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent
entrance of moisture or other foreign matter after cutting.
5. Proceed with patching after construction operations requiring cutting are complete.
Patching: Patch construction by hlling, repairing, refinishing, closing up, and similar operations
following performance of other Work. Patch with durable seams that are as invisible as
possible. Provide materials and comply with installation requirements specified in other
Sections.
I . lnspection: Where feasible, test and inspect patched areas after completion to
demonstrate integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish
restoration into retained adjoining construction in a manner that will eliminate evidence
of patching and refinishing.
3. Floors and Walls: Where walls or partitions that are removed extend one finished area
into another, patch and repair floor and wall surfaces in the new space. Provide an even
surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall
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coverings and replace with new materials, if necessary, to achieve uniform color and
appearanc€,
4. Ceilings: Patcll rcpair, or rehang in-place ceilings as nece$ary to provide an evcn-plane
surface of uniform appearance.
5. Exterior Building Enclosure: Patch components in a nunner that restores enclosure to a
weathertight condition.
D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely
remove paint, nrcrtar, oils, putty, and similar materials.
END OF SECTION OI73I
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IT
SECTION OT7 32 . SELECTTVE DEMOLITION
a
PART I -GENERALII' l.l suMMARy
I A. This Section includes the followrng:
-
I . Demolition and removal of selected portions of building or structure.
I 2. Salvage ofexisting items to be reused or recycled.t
I 1.2 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site, unless
- indicated to be removed and salvaged or removed and reinstalled.
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' B. Remove and Salvage: Detach items from existing construction and deliver them to
Owner ready for reuse.II C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and
reinstall them where indicated.
t D. Existing to Remain: Existing items of construction that are not to be removed and that are not
otherwise indicated to be rernoved, removed and salvaged, or removed and reinstalled.
f,
- 1.3 SUBMITTALS
I A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolitionr and removal worl with starting and ending dates for each activity, intemrption of utility
services, use of staAs, and locations of temporary partitions and means of egress.
a B. Predemolition Photographs: Show existing conditions of adjoining construction and site
improvements, including finish surfaces, that might be misconstrued as damage caused by
I selective demolition operations. Submit before Work begins.
a C. Landfill Records: lndicate receipt and acceptance of hazardous wastes by a landfill facility
t licensed to accept hazardous wastes.
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I 1.4 QUALITY ASSURANCE
I A. Demolition Firm Qualifications: An experienced firm that has speciaiized in demolition work
similar in material and extent to that indicated for this Project.
a B. Regulatory Requirements: Comply with goveming EPA notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of authorities
I having jurisdiction.
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2003 1557.00 MENDIK RESIDENCE 3t8t2004
C. Standards: Comply with ANSI A10.6 and NFPA 241.
I.5 PROJECT CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as
far as practical.
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the
Work.
l. If materials suspected of containing hazardous materials are encountered, do not disturb;
immediately notiff Architect and Owner. Owner will remove hazardous materials under
a separate contract.
E. Storage or sale of removed items or materials on-site is not permitted.
F. Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
I.6 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials so as not to void existing warranties.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.I EXAMINATION
A. Verify that utilities have been disconnected and capped.
B. lnventory and record the condition of items to be removed and reinstalled and items to be
removed and salvaged.
C. When unanticipated mechanical, elechical, or structural elements that conflict with intended
function or design are encountered, investigate and measure the nature and extent of conflict.
Promptly submit a written report to Architect.
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Engage a professional engineer to survey condition of building to determine whether removing
any element might result in structural deficiency or unplanned collapse of any portion of
structure or adjacent structures during selective demolition operations.
Survey of Existing Conditions: Record existing conditions by use of preconstruction
photographs.
UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
Existing ServiceVSystems: Maintain services/systems indicated to remain and protect them
against damage during selective demolition operations.
Service/System Requirements: Locate, identiff, disconnect, and seal or cap off indicated utility
services and mechanical/electrical systems serving areas to be selectively demolished.
Arrange to shut off indicated utilities with utility compames.
If services/systems are required to be removed, relocated, or abandoned, before
proceeding with selective demolition provide temporary services/systems that bypass
area of selective demolition and that maintain continuity of serviceVsystems to other
parts ofbuilding.
3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal
remaining portion of pipe or conduit after bypassing.
PREPARATION
Site Access and Tempora4r Controls: Conduct selective demolition and debris-removal
operations to ensure minimum interference with roads, skeets, walks, walkways, and other
adjacent occupied and used facilities.
1. Comply with requirements for access and protection specified in Division I Section
"Temporary Facilities and Controls."
Temporary Facilities: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
SELECTTVE DEMOLITION
General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations of
goveming regulations and as follows:
l. Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding, not hammering and
chopping, to minimize disturbance of adj acent surfaces. Temporarily cover openings to
remain.
2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing fi nished surfaces.
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3. Do not use cutting torches until work area is cleared of flammable materials. At
concealed spaces, such as duct and pipe interiors, veriff condition and contents of hidden
space before starting flame-cutting operations. Maintain portable fire-suppression
devices during flame-cutting operations.
4. Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
5. Dispose of demolished items and materials promptly.
Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and cleaned and reinstalled in their
original locations after selective demolition operations are complete.
DISPOSAL OF DEMOLISHED MATERIALS
General: Except for items or materials indicated to be reused, salvaged, reinstalled, or
otherwise indicated to remain Owner's property, remove demolished materials from Project site
and legally dispose ofthem in an EPA-approved landfill.
l. Comply with requirements specified in Division I Section "Construction Waste
Management."
Burning: Do not bum demolished materials.
Disposal: Transport demolished materials off Owner's property and legally dispose of them.
CLEANING
Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective demolition
operations began.
END OF SECTION 01732
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SECTION OI']70 - CLOSEOUT PROCEDURES
PART I - GENERAL
SUMMARY
This Section includes administrative and procedural requirements for conkact closeout,
including, but not limited to, the following:
l. Inspectionprocedures.
2. Warranties.
3. Final cleaning.
See Division I Section "Payment Procedures" for requirements for Applications for Payment
for Substantial and Final Completion.
See Division I Section "Project Record Documents" for submitting Record Drawings, Record
Specifications, and Record Product Data.
D. See Division I Section "Operation and Maintenance Data" for operation and maintenance
manual requirements.
See Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for
the Work in those Sections.
SUBSTANTIAL COMPLETION
Preliminary Procedures: Before requesting inspection for determining date of Substantial
Completion, complete the following. List items below that are incomplete in request.
l. Prepare a list of items to be completed and corrected (punch list), the value of items on
the list, and reasons why the Work is not complete.2. Advise Owner ofpending insurance changeover requirements.3. Submit specific warranties, workmanship bonds, maintenance service agreements, final
certifi cations, and similar documents.4. Obtain and submit releases permitting Owner unres[icted use of the Work and access to
services and utilities. Include occupancy permits, operating certificates, and similar
releases.
5. Prepare and submit Project Record Documents, operation and maintenance manuals,
Final Completion construction photographs, damage or settlement surveys, property
surveys, and similar final record information.6. Deliver tools, spare parts, extra materials, and similar items to location designated by
Owner. Label with manufacturer's name and model number where applicable.7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's
personnel of changeover in security provisions.
Complete startup testing of systems.
Submit tesVadj usL/balance records.
8.
9.
CLOSEOUT PROCEDURES 01770 - 1
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MENDIKRESIDENCE 3t8t2004
with mockups,10. Terminate and remove temporary facilities from Project site, along
construction tools, and similar elements.
Advise Owner ofchangeover in heat and other utilities.
Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
Complete final cleaning requirements, including touchup painting.
Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
lnspection: Submit a wriften request for inspection for Substantial Completion. On receipt of
request, Architect will either proceed with inspection or noti$ Conhactor of unfulfilled
requirements. Architect will prepare the Certificate of Substantial Completion after inspection
or will notify Contractor of items, either on Contractor's list or additional items identified by
Architect, that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final
Completion.
FINAL COMPLETION
Preliminary Procedures: Before requesting final inspection for determining date of Final
Completion, complete the following:
l. Submit a final Application for Payment according to Division I Section "Payment
Procedures."
2. Submit certified copy of Architect's Substantial Completion inspection list of items to be
completed or corrected (punch list), endorsed and dated by Architect. The certified copy
of the list shall state that each item has been completed or otherwise resolved for
acceptance.
3. Submit evidence of final, continuing insurance coverage complying with insurance
requrrements.
4. Submit pest-control final inspection report and warranty.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
lnspection: Submit a written request for final inspection for acceptance. On receipt of request,
Architect will either proceed with inspection or notifu Contractor of unfulfilled requirements.
Architect will prepare a final Certificate for Payment after inspection or will notify Contractor
ofconstruction that must be completed or corrected before certificate will be issued.
l. Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
LIST OF INCOMPLETE ITEMS (PI.JNCH LIST)
Preparation: Submit tkee copies of list. Include name and identification of each space and area
affected by construction operations for incomplete items and items needing correction
CLOSEOUT PROCEDURES 01770 - 2
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including, if necessary, areas disturbed by Conhactor that are outside the limits of construction.
Use CSI Form 14.1A.
l. Organize list of spaces in sequential order, starting with exterior areas first and
proceeding from lowest floor to highest floor.2. Organizn items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment, and building systems.
WARRAN'TIES
Submittal Time: Submit written warranties on request of Architect for designated portions of
the Work where commencement of warranties other than date of Substantial Completion is
indicated.
Organize warranty documents into an orderly sequence based on the table of contents of the
Project Manual.
l. Bind warranties and bonds in heary-duty, 3-ring, vinyl-covered, loose-leaf binders,
thickness as necessary to accommodate contents, and sized to receive 8- l/2-by- I l-inch
(2 1 5-by-280-mm) paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark
tab to identifl the product or installation. Provide a typed description of the product or
installation, including the name of the product and the name, address, and telephone
number of Installer.
3. Identify each binder on the front and spine with the typed or printed title
"WARRANTIES," Project name, and name of Contractor.
Provide additional copies ofeach warranty to include in operation and maintenance manuals.
PART 2 - PRODUCTS
MATERIALS
Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or
fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or property or that might damage finished surfaces.
PART 3 - EXECUTION
FINALCLEANING
General: Provrde final cleaning. Conduct cleaning and waste-removal operations to comply
with local laws and ordinances and Federal and local environmental and antipollution
reeulations.
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20031557.00 MENDIK RESIDENCE 3t812004
Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to condition expected in an average commercial building cleaning and
maintenance program. Comply with manufacturer's written instructions.
l. Complete the following cleaning operations before requesting inspection for certification
of Substantial Completion for entire hoject or for a portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities,
including landscape development areas, ofrubbish, waste material, litter, and other
foreign substances.
b. Sweep paved areas broom clean. Remove pehochemical
foreign deposits.
c. Rake grounds that are neither planted nor paved to a
surface.
d. Remove tools, construction equipment, machinery, and surplus material from
Project site.
e. Remove snow and ice to provide safe access to building.
f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,
free of stains, films, and similar foreign substances. Avoid disturbing natural
weathering of exterior surfaces. Restore reflective surfaces to their original
condition.
g. Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
h. Sweep concrete floors broom clean in unoccupied spaces.
i. Vacuum carpet and similar soft surfaces, removing debris and excess nap;
shampoo if visible soil or stains remain.
j. Clean hansparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other noticeable, vision-obscuring materials.
Replace chipped or broken glass and other damaged tansparent materials. Polish
mirrors and glass, taking care not to scratch surfaces.
k. Remove labels that are not perrnanent.
l. Touch up and otherwise repair and restore maned, exposed finishes and surfaces.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or
that already show evidence ofrepair or restoration.
I ) Do not paint over "UL" and similar labels, including mechanical and
electrical nameplates.
m. Wipe surfaces of mechanical and electrical equipment and similar equipment.
Remove excess lubrication, paint and mortar droppings, and other foreign
substances.
n. Replace parts subject to unusual operating conditions.
o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains
resulting from water exposure.
p. Replace disposable air filters and clean permanent air filters. Clean exposed
surfaces of diffusers, registers, and grills.
q. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
Replace bumed-out bulbs, and those noticeably dimmed by hours of use, and
defective and noisy starters in fluorescent and mercury vapor fixtures to comply
with requirements for new fixtures.
r. Leave Project clean and ready for occupancy.
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CLOSEOUT PROCEDURES 01770 - 4
20031557.00 MENDIK RESIDENCE
C. Comply with safety standards for cleaning. Do not bum waste materials. Do not bury debris or
excess materials on Owner's property. Do not discharge volatile, hannful, or dangerous
materials into drainage systems. Remove waste materials from hoject site and dispose of
lawfully.
END OF SECTION OI77O
CLOSEOUT PROCEDURES 01770 - 5
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SECTION 01781 - PROJECT RECORD DOCUMENTSI
PART I -GENERAL
. I.1 SUMMARY
I A. This Section includes administrative and procedural requirements for hoject Recordr Documents, including the following:
I l. Record Drawings.
l| 2. Record Specifications-
3. Record Product Data.
I B. See Division I Section "Operation and Maintenance Data" for operation and maintenance
manual requirements.
I C. See Divisions 2 through 16 Sections for specific requirements for Project Record Documents ofr the Work in those Sections.
L
! 1.2 SUBMITTALS
t A. Record Drawings: Comply with the following:
!.l. Number of Copies: Submit one set(s) of marked-up Record Prints.
I B. Record Specifications: Submit one copy of Project's Specifrcations, including addenda and!' conhact modifications.
I C. Record Product Data: Submit one copy of each Product Data submittal.!
I PART2-PRODUcTS
I
I 2.1 RECORDDRAWINGS
a A. Record Prints: Maintain one set of blue- or blackline white prints of the Contract Drawings
I
and Shop Drawings.
' I. Preparation: Mark Record Prints to show the actual installation where installation varies
ff h:iHfffi i:.'#*T:,:1:;'''11'il'"11"n;T:",,;1il.'"',"3il:t"T::;1*oiftI marked-up Record Prints.
f| a. Give particular attention to information on concealed elements that would beI b. ffff$'jiltl:yJ:il1-H':*"":n1jililg it Record and check the markup
a, before enclosing concealed installations.
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2003 1557.00 MENDIK RESIDENCE 3/812004
2. Mark the Conhact Drawings or Shop Drawings, whichever is most capable of showing
actual physical conditions, completely and accurately. If Shop Drawings are marked,
show cross-reference on the Contract Drawings.
3. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish
between changes for different categories of the Work at same location.4. Note Construction Change Directive numbers, alternate numbers, Change Order
numbers, and similar identification, where applicable.
Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD
DRAWING' in a prominent location.
l. Record Prints: Organ;an Record Prints and newly prepared Record Drawings into
manageable sets. Bind each set with durable paper cover sheets. lnclude identification
on cover sheets.
2. Identification: As follows:
Project name.
Date.
Designation'PROIECT RECORD DRAWINGS."
Name of Architect.
Name of Conhactor.
RECORD SPECIFICATIONS
Preparation: Mark Specifications to indicate the actual product installation where installation
varies from that indicated in Specihcations, addenda, and contract modifications.
1. Give particular attention to information on concealed products and installations that
cannot be readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and
equipment furnished, including substitutions and product options selected.
3. Record the name of manufacturer, supplier, lnstaller, and other information necessary to
provide a record ofselections made.
4. Note related Change Orders, Record Product Data, and Record Drawings where
applicable.
RECORD PRODUCT DATA
Preparation: Mark Product Data to indicate the actual product installation where installation
varies substantially from that indicated in Product Data submittal.
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I . Give particular attention to information on concealed products and
cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site
manufacturer's written instructions for installation.
3. Note related Change Orders, Record Specifications, and Record
applicable.
installations that
and changes in
Drawings where
PROJECT RECORD DOCUMENTS 0178r -2
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T 2.4 MISCELLANEOUS RECORD SUBMITTALS
I A. Assemble miscellaneous records required by other Specification Sections for miscellaneous
f record keeping and submittal in connection with actual performance of the Work. Bind or file
miscellaneous records and identify each, ready for continued use and reference.
PART 3 - EXECUTION
I 3.I RECORDING AND MAINTENANCE
I A. Recording: Maintain one copy of each submittal during the construction period for Project
- Record Document purposes. Post changes and modifications to Project Record Documents as
they occur; do not wait until the end of hoject.
I B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the
field office apart from the Contract Documents used for construction. Do not use Project
I Record Documents for construction purposes. Maintain Record Documents in good order and
f in a clean, dry, legible condition, protected from deterioration and loss. Provide access to
Project Record Documents for Architect's reference during normal working hours.
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SECTION 01782 - OPERATION AND MAINTENANCE DATA
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PART 1-GENERAL
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I' I,1 SUMMARY
I A. This Section includes administrative and procedural requirements for preparing operation andr maintenance manuals, including the following:
I 1. Emergency manuals.
ll 2. Operation manuals for systems, subsystems, and equipment.
_ 3. Maintenance manuals for the care and maintenance of products, materials, finishes ,
systems and equipment.
I B. See Divisions 2 through 16 Sections for specific operation and maintenance manual
I requirements for the Work in those Sections.
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1.2 SUBMMTALSf,
I A. Manual: Submit one copy of each manual in final form at least 15 days before final inspection.
Architect will return copy with comments within 15 days after final inspection.
t L Correct or modify each manual to comply with Architect's comments. Submit 2 copies of
each corrected manual within 15 days of receipt of Architect's comm€nts.
a,
PART 2 - PRODUCTS
! 2,1 MANUALS, GENERAL
I A. Organization: Unless otherwise indicated, organize each manual into a separate section for each
f system and subsystenq and a separate section for each piece of equipment not part ofa system.
_ Each manual shall contain a title page, table ofcontents, and manual contents.
I B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:
I l. Subject matter included in manual.
f| 2. Name and address ofProject.3. Name and address of Owner.
.. 4. Date of submittal.
I 5. Name, address, and telephone number of Contractor.r 6. Name and address of Architect.
7 . Cross-reference to related svstems in other oDeration and maintenance manuals.II C. Table of Contents: List each product included in manual, identified by product name, indexed
to the content of the volume, and cross-referenced to Specihcation Section number in Project
I Manual.
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Manual Contents: Organize into sets of manageable size. Anange contents alphabetically by
system, subsystem, and equipment. If possible, assemble instructions for subsystems,
equipment, and components of one system into a single binder.
l. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to
accommodate contents, sized to hold 8-1i2-by-1l-inch (215-by-280-mm) paper; with
clear plastic sleeve on spine to hold label describing contents and with pockets inside
covers to hold folded oversize sheets.
a. Identifo each binder on front and spine, with printed title "OPERATION AND
MAINTENANCE MANUAL," Project title or name, and subject matter of
contents. Indicate volume number for multiple-volume sets.
2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each
tab to indicate contents. Include typed list of products and major components of
equipment included in the section on each divider, cross-referenced to Specification
Section number and title of Project Manual.
3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic
software diskettes for computerized electronic equipment.
4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.
a. If oversize drawings are necessary, fold drawings to same size as text pages and
use as foldouts.
b. If drawings are too large to be used as foldouts, fold and place drawings in labeled
envelopes and bind envelopes in rear of manual. At appropriate locations in
manual, insert typewritten pages indicating drawing titles, descriptions of contents,
and drawing locations.
EMERGENCYMANUALS
Content: Organize manual into a separate section for type of emergency, emergency
instructions, and emergency procedures.
Type of Emergency: Where applicable for each type of emergency indicated below, include
instructions and procedures for each system, subsystem, piece of equipment, and component for
fire, flood, gas leak, water leak, power failure, water outage, equipment failure, and chemical
release or spill.
Emergency lnstructions: Describe and explain wamings, trouble indications, error messages,
and similar codes and signals. lnclude responsibilities of Owner's operating personnel for
notification of lnstaller, supplier, and manufacturer to maintain warranties.
Emergency Procedures: Include instructions on stopping, shutdown instructions for each type
of emergency, operating instructions for conditions outside normal operating limits, and
required sequences for electric or electronic systems.
OPERATION AND MAINTENANCE DATA 01782 - 2
I 2OO3I557.OO MENDIK RESIDENCE 3I8I2OO4
I 2.3 OPERATIONMANUALS
I A. Content: In addition to requirements in this Section, include operation data required in
I individual Specification Sections and equipment descriptions, operating standards, operating
procedures, operating logs, wiring and control diagrams, and license requirements.
I B. Descriptions: Include the following:
l. Product name and model number.
t 2. Manut-acturer's name.t 3. Equipment identification with serial number of each component.4. Equipment function.
I 5. Operating characteristics.I 6. Limiting conditions.7. Performance curves.
I 8. Engineering data and tests.
f| 9. Complete nomenclafure and number of replacement parts.
I C. Operating Procedures: lnclude start-up, break-in, and control procedures; stopping and normal
t shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and
required sequences for electric or elechonic systems.
I D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls ast installed.
I E. Piped Systems: Diagram piping as installed, and identify color-coding where required forI identification.
a
t 2.4 PRODUCT MATNTENANCE MANUAL
I A. Content: Organize manual into a separate section for each product, material, and finish.
t Include source information, product information, maintenance procedures, repair materials and
sources, and warranties and bonds, as described below.
I B. Source Information: List each product included in manual, identified by product name and
' arranged to match manual's table of contents. For each product, list name, address, and
telephone number of Installer or supplier and maintenance service agent, and cross-reference
I Specification Section nurnber and title in Project Manual.t C. Product lnformation: lnclude the following, as applicable:
t L Product name and model number.2. Manufacturer'sname.
I 3. Color, pattern, and texture.
I I Material and chemical composition.
5. Reordering information for specially manufactured products.
I D. Maintenance Procedures: tnclude manufacturer's written recommendations and inspection
' procedures, types of cleaning agents, methods of cleaning, schedule for cleaning and
malntenance, and repalr lnstructlons.I
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Repair Materials and Sources: Include lists of materials and local sources of materials and
related services.
Warranties and Bonds: lnclude copies of warranties and bonds and lists of circumstances and
conditions that would affect validitv of warranties or bonds.
SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL
Content: For each system, subsystem, and piece of equipment not part of a system, include
source information, manufacfurers' maintenance documentation, maintenance procedures,
maintenanc€ and service schedules, spare parts list and source information, maintenance service
contacts, and warranty and bond information, as described below.
Source Information: List each system, subsystem, and piece of equipment included in manual,
identified by product name and arranged to match manual's table of contents. For each product,
list name, address, and telephone number of Installer or supplier and maintenance service agent,
and cross-reference Specification Section number and title in Project Manual.
Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation
including maintenance instructions, drawings and diagrams for maintenance, nomenclature of
parts and components, and recommended spare parts for each component part or piece of
equrpment:
Maintenance Procedures: Lrclude test and inspection instructions, troubleshooting guide,
disassembly instructions, and adjusting instructions, and demonstration and training videotape if
available, that detail essential maintenance procedures'
Maintenance and Service Schedules: Include service and lubrication requirements, list of
required lubricants for equipment, and separate schedules for preventive and routine
maintenance and service with standard time allotment.
Spare Parts List and Source lnformation: Include lists of replacement and repair parts, with
parts identified and cross-referenced to manufacturers' maintenance documentation and local
sourc€s of maintenance materials and related services.
Maintenance Service Contracts: lnclude copies of maintenance agreements with name and
telephone number of service agent.
Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and
conditions that would affect validity of warranties or bonds.
PART 3 - EXECUTION
MANUAL PREPARATION
Emergency Manual: Assemble a complete set of emergency information indicating procedures
for use by emergency personnel and by Owner's operating personnel for types of emergencies
indicated.
OPERATION AND MAINTENANCE DATA 01782 - 4
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20031557.00 MENDIK RESIDENCE 3/8/2004
Product Maintenance Manual: Assemble a complete set of maintenance data indicating care
and maintenance of each product, material, and finish incorporated into the Work.
Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance
data indicating operation and maintenance of each system, subsystem, and piece of equipment
not part of a system.
Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include
only sheets pertinent to product or component installed. Mark each sheet to identify each
product or component incorporated into the Work. If data include more than one item in a
tabular format, identify each item using appropriate references from the Con&act Documents.
Identifo data applicable to the Work and delete references to information not applicable.
Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the
relationship of component parts of equipment and systems and to illusfrate control sequence and
flow diagrams. Coordinate these drawings with information contained in Record Drawings to
ensure correct illustation of completed installation.
1. Do not use original Project Record Documents as part of operation and maintenance
manuals.
Comply with Division 1 Section "Closeout Procedures" for schedule for submitting operation
and maintenance documentation.
END OF SECTION 01782
OPERATION AND MAINTENANCE DATA ot782 - 5
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20031557.00 MENDIK RESIDENCE 3l2t/2004
SECTION OI82O - DEMONSTRATION AND TRAINING
PART I -GENERAL
SUMMARY
This Section includes adminishative and procedural requirements for instructing Owner's
personnel, including the following:
l. Demonstration of operation of systems, subsystems, and equipment.
2. Training in operation and maintenance of systems, subsystems, and equipment.
See Divisions 2 through 16 Sections for specific requirements for demonstration and training
for products in those Sections.
SI.JBMITTALS
Instruction Program: Submit two copies of outline of instructional program for demonstration
and training, including a schedule of proposed dates, times, length of instruction time, and
instructors' names for each training module. Include leaming objective and outline for each
training module.
QUALITY ASSURANCE
Facilitator Qualifications: A firm or individual experienced in training or educating
maintenance personnel in a training program similar in content and extent to that indicated for
this Project, and whose work has resulted in training or education with a record of successful
learning performance.
B. Instructor Qualifications: A factory-authorized service representative , complying with
requirements in Division I Section "Quality Requirements," experienced in operation and
maintenance procedures and training.
Preinstruction Conference: Conduct conference at Project site. Review methods and procedures
related to demonshation and training.
Coordinate content of haining modules with content of approved emergency, operation, and
maintenance manuals. Do not submit instruction program until operation and maintenance data
has been reviewed and approved by Architect.
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20031557.00
PART 2 . PRODUCTS
MENDIK RESIDENCE 3tzv2004
2.1 INSTRUCTION PROGRAM
A. Program Structure: Develop an instruction program that includes individual training modules
for each system and equipment not part of a system, as required by individual Specification
Sections.
B. Training Modules: Develop a leaming objective and teaching outline for each module. Include
a description of specific skills and knowledge that participant is expected to master. For each
module, include instruction for the following:
I . Basis of System Design, Operational Requirements, and Criteria: Include system and
equipment descriptions, operating standards, regulatory requirements, equipment
function, operating characteristics, limiting conditions, and performance curves.
2. Documentation: Review €mergency, operations, and maintenance manuals; Project
Record Documents; identification systems; warranties and bonds; and maintenance
service agreements.
3. Emergencies: Include instructions on stopping; shutdown instructions; operating
instructions for conditions outside normal operating limits; instructions on meaning of
warnings, trouble indications, and error messages; and required sequences for electric or
electronic systems.
4. Operations: Include starhrp, break-in, control, and safety procedures; stopping and
normal shutdown instructions; routine, normal, seasonal, and weekend operating
instructions; operating procedures for emergencies and equipment failure; and required
sequences for electric or electronic systems.
5. Adjustments: Include alignments and checking, noise, vibration, economy, and
efficiency adjustments.
6. Troubleshooting: Include diagnostic instructions and test and inspection procedures.
7 - Maintenance: Include inspection procedures, types of cleaning agents, methods of
cleaning, procedures for preventive and routine maintenance, and instruction on use of
special tools.
8. Repairs: lnclude diagnosis, repair, and disassembly instructions; instructions for
identiffing parts; and review of spare parts needed for operation and maintenance.
PART 3 - EXECUTION
INSTRUCTION
Facilitator: Engage a qualified facilitator to prepare instruction program and training modules,
to coordinate instructors, and to coordinate between Contractor and Owner for number of
participants, instruction times, and location.
Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain
systems, subsystems, and equipment not part of a system.
l. Owner will fumish an instructor to describe Owner's operational philosophy.
DEMONSTRATION AND TRATNING 0r82Q - 2
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C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires
seasonal operation, provide similar instruction at start of each season.
l. Schedule faining with Owner with at least seven days'advance notice.
D. Evaluation: At conclusion of each training module, assess and document each participant's
mastery of module by use of a demonstration performance-based test.
END OF SECTION OI82O
DEMONSTRATION AND TRAINING 01820 - 3
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REQUEST FOR
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Contract For:
I Specification Section: Paragraph: Drawing Reference: Detail:
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Request:
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I Attachments
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Signed by:
I Copies: flowner Iconsultants tr- n- n- [- npit"
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I Name of Pwchaser
Company of Purchaser
I Street Address ofPurchaser
I City, State and ZIP of Purchaser
I Re: Elechonic Files
I ProjectName
Architect's Project No. xxxxxx.xx
Dear Name:
I At your request, Zehren and Associates, Inc., will provide Elechonic Files for your convenience and use
in the preparation of desigr-build drawings related to [Froject Name], subject to the following terms and
- conditions of this Agreement:
I! Zehren and Associates', Inc., Electronic Files were produced and are compatible with AutoCAD Release
- 2000 software, and 32mb RAM, 256 mhz cpu (minimum) hardware. Zehren and Associates, [nc., makes
I no representation as to the compatibility of these files with your hardware or software.
Data contained on these electronic files is part of Zehren and Associates, Inc., lnstruments of Service and
I shall not be used by you or anyone else receiving this data for any purpose other than as a convenience inI the preparation of design-build drawings for [hoject Name]. Any other use or reuse by you or others
will be at your sole risk and without liability or legal exposure to Zeluen and Associates, Inc. You agree
I to make no claim and hereby waive, to the fullest extent permitted by law, any claim or cause of action of
I any nature against Zehren and Associates, Inc., its officers, directors, employees, agents, or sub-
consultants which may arise out of or in connection with your use of these Electronic Files. Furthermore,
I you shall, to the fullest extent permitted by law, indemniff and hold harmless Zehren and Associates,
I Inc., from all claims, damages, losses and expenses-including attomey's fees-arising out of or
resulting from your use ofthese Elechonic Files.
t These Electronic Files are not Contract Documents. Significant differences may exist between these
Electronic Files and corresponding "hard-copy" Contract Documents due to Addenda, Change Orders or
I other Revisions. Zehren and Associates, lnc., makes no representation regarding the accuracy or
I completeness of the Electronic Files you receive. In the event that a conflict arises between the Contract
Documents prepared by Zehren and Associates, lnc., and the Electronic Files, the Contract Documents
I shall govern. You are responsible for determining ifany conflict exists. By your use ofthese Elechonic
I Files, you are not relieved of your duty to fully comply with the Contract Documents, including and
without limitation, the need to check, confirm and coordinate all dimensions and details, take field
I measurements, verify field conditions and coordinate your work with that ofother contractors for the
I Project in accordance with the Specifications.
r Because of the potential that the information presented on the Electronic Files can be modified,
I unintentionally or otherwise, Zelren and Associates, Inc., reserves the right to remove all indicia of its
- ownership and./or involvement from each electronic display.
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Zehren and Associates, Inc., retains the rights to all intemally developed drawing and documentation
standards contained within the Electronic Files exclusive of software.
A service fee of $75.00 will be charged for the electronic hansfer of each file, regardless of the number
of sheets, comput€r disks, cd-r disks; or elechonic, intemet, or e-mail transfers. Any re-use of these files
for projects other than fProject NameJ is expressly prohibited under this Agreement, unless written
approval is provided by 7*,hren & Associates, Inc.
Under no circumstances shall delivery of the Electronic Files for use by you be deemed a sale by Zehren
and Associates, Inc., and Zehren and Associates, Inc., makes no warranties, either expressed or implied,
ofmerchantability and fitness for any particular purpose. In no event shall Zetnen and Associates, Inc.,
be liable for any loss or profit or any consequential damages.
Sincerely,
ISignatory]
[Title]
Zehren and Associates, Inc.
This Agreement Accepted By (Signahre):
Title:
Date:
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SECTION O33OO - CAST-IN-PLACE CONCRETE
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PART I -GENERAL
'- l.l suMMARy
I A. This Section specifies cast-in place concrete, including, reinforcement, concrete materials,I mixture design, placement procedures, and finishes.
I 1,2 SUBMITTALS
I A. Product Data: For each type of product indicated.
B. Design Mixtures: For each concrete mixture.
t C. Shop Drawings: For steel reinforcement.
D. Material test reports and certificates.
I
1.3 QUALITY ASSURANCE
I A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete
products and that complies with ASTM C 94/C 94I|d requirements for production facilities and
I equipment.
I l. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete
Production Facilities."
r B. ACI Publications: Comply with the following unless modified by requirements in the Contact
Documents:
I l. ACI 301, "Specification for Structural Concrete," Sections I through 5.2. ACI I17, "Specifications for Tolerances for Concrete Construction and Materials."
t
PART 2 - PRODUCTS
. 2.1 STEEL REINFoRCEMENT
I A. Reinforcing Bars: ASTM A 615iA 615M, Cradc 60 (Gracle 420), deformed.I
B. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-drawn steel
I wire into flat sheets.
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Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening
reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel
wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice."
CONCRETE MATERIALS
Cementitious Material: Use the following cementitious materials, of the same type, brand, and
source, throughout Project:
l. Portland Cement: As indicated in Structural Documents.
a. Fly Ash: ASTM C 618, Class C or F.
2. Blended Hydraulic Cement: As indicated in Structural Documents.
Normal-Weight Aggregates: ASTM C 33, graded, As indicated in Structurai Documents.
Water: ASTM C94lC94M and potable.
Air-Entraining Admixture: ASTM C 260.
Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with
other admixhres and that will not contribute water-soluble chloride ions exceeding those
permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium
chloride.
l. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
2. Water-Reducing and Retarding Admixture: ASTM C 494lC 494M, Type D.
3. High-Range, Water-Reducing Admixture: ASTM C 4941C 494M, Type F.
Synthetic Fiber: Fibriltated polypropylene fibers engineered and designed for use in concrete
pavement, complying with ASTM C I I16, Type trI, ll2 to l-l12 inches (13 to 38 mm) long.
CURING MATERI,ALS
Evaporation Retarder: Waterbome, monomolecular film forming, manufactured for application
to fresh concrete-
Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing
approximately 9 oz./sq. yd. (30-; gisq. m) when dry.
Moisture-Retaining Cover: ASTMC l7l, polyethylene film or white burlap-polyethylene
sheet.
Water: Potable.
Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type l, Class B,
dissipating.
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t F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type l, Class B,
nondissipating, certified by curing compound manufacturer to not interfere with bonding of
I floor covering.
I G. Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTMC 1315,
I Type l, ClassA.
I H. Clear, Waterbome, Membrane-Forming Curing and Sealing Compound: ASTMC 1315,
r Type 1, Class A.
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2.4 RELATEDMATERIALSII A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1752, cork or self-expanding cork.
I 2.s CONCRETE MD(TURES
I A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of
I laboratory trial mixture or field test data, or both, according to ACI 301 .
B. Proportion normal-weight concrete mixture as follows:
t l. Minimum Compressive Shength: As indicated in Shuctural Documents.
2. Maximum Water-Cementitious Materials Ratio: As indicated in Structural Documents.
I 3. Slump Limit: As indicated in Structural Documents
t 4. Air Content: As indicated in Structural Documents.5. Air Content: Do not allow air content of troweled finished floors to exceed 3 percent.
I 6. Synthetic Fiber: Uniformly disperse in concrete mixfure at manufacturer's recommended
I rate.
I 2.6 FABRICATINGREINFORCEMENTI
A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
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2.7 CONCRETEMXING
t A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to
ASTM C 94/C 94M and ASTM C I I16. and fumish batch ticket information.I' Iii:#:,::Tt"Jfiti;; ;*::: ;; trffi3,1tr*lili:*;:,i,tri,|ff:;5ilH?ili
deg C)), reduce mixing and delivery time to 60 minutes.
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CAST-IN-PLACE CONCRETE 03300 - 3
20021557.00
PART 3 - EXECUTION
MENDIK RESIDENCE I
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I3.1
3/20/2004
FORMWORK
Design, erect, shore, brace, and maintain formwork according to ACI 301 to support vertical,
lateral, static, and dynamic loads, and construction loads that might be applied, until structure
can support such loads.
Construct formwork so concrete members and structures are of size, shape, alignment,
elevation, and position indicated, within tolerance limits of ACI I17.
Chamfer exterior corners and edges of permanently exposed concrete.
EMBEDDED ITEMS
Place and secure anchorage devices and other embedded items required for adjoining work that
is attached to or supported by cast-in-place concrete. Use setting drawings, templates,
diagrams, instructions, and directions furnished with items to be embedded.
STEEL REINFORCEMENT
General: Comply with CRSI's "Manual of Sandard Practice" for placing reinforcement.
l. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before
placing concrete.
JOINTS
General: Construct joints true to line with faces perpendicular to surface plane of concrete.
Construction Joints: Install so strength and appearance of concrete are not impaired, at
locations indicated or as approved by Architect.
CONCRETE PLACEMENT
Before placing concrete, verify that installation of formworlg reinforcement, and embedded
items is complete and that required inspections have been performed.
Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new
concrete will be placed on concrete that has hardened enough to cause seams or planes of
weakness. Ifa section cannot be placed continuously, provide construction joints as indicated.
Deposit concrete to avoid segregation.
l. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.
Cold-Weather Placement: Comply with ACI 306.1.
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CAST-IN-PLACE CONCRE'I'E 03300 - 4
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20021557.00 MENDIK RESIDENCE 3/20t2004
Hot-Weather Placement: Comply wrth ACI 301.
FINISHING FLOORS AND SLABS
General: Comply with ACI 302.1R recommendations for screeding, reskaightening, and
finishing operations for concrete surfaces. Do not wet concrete surfaces.
Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small
or inaccessible to power driven floats. Restraighten, cut down high spots, and filI low spots.
Repeat float passes and restraightening until surface is left with a unifornr, smooth, granular
texture.
t. Apply float finish to surfaces indicated to receive trowel finish and to be covered with
fluid-applied or sheet waterproofing or built-up or membrane roofing.
Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by
hand or powerdriven howel. Continue troweling passes and restraighten until surface is free of
trowel marks and uniform in texture and appearance. Grind smooth any surface defects that
would telegraph through applied coatings or floor coverings.
l. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring,
carpet, paint, or another thin-film-finish coating system.
2. Finish and measure surface so gap at any point between concrete surface and an
unleveled, freestanding, l0-foot- 13.0-5-m-) long straightedge resting on 2 high spots and
placed anywhere on the surface does not exceed l/8 inch (3.2 mm).
Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where tile is to be
installed by either thickset or thin-set method. While concrete is still plastic, slightly scariff
surface with a fine broom.
l. Comply with flatness and levelness tolerances for trowel finished floor surfaces.
3.7 CONCRETE PROTECTING AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-
weather protection during curing.
c.
Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or
windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (l kgisq. m x h) before and
during finishing operations. Apply according to manufacturer's written instructions after
placing, screeding, and bull floating or darbying concrete, but before float finishing.
Cure concrete according to ACI 308. l, by one or a combination of the following methods:
1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.
2. Moisfure-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining
cover for curing concrete, placed in widest practicable width, with sides and ends lapped
at least 12 inches (-300 nrm), and sealed by waterproof tape or adhesive. Cure for not less
CAST-IN-PLACE CONCRETE 03300 - 5
20021557.00 MENDIK RESIDENCE 3/20t2004
than seven days. Immediately repair any holes or tears during curing period using cover
material and waterproof tape.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instuctions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Maintain continuity of coating and repair
damage during curing period.
a. After curing period has elapsed, remove curing compound without damagng
concrete surfaces by method recommended by curing compound
manufacturer unless manufacturer certifies in rriting curing compound will not
interfere with bonding offloor covering used on Project.
CONCRETE SURFACE REPAIRS
Defective Concrete: Repair and patch defective areas when approved by Architect. Remove
and replace concrete that cannot be repaired and patched to Architect's approval.
FIELD QUAIITY CONTROL
Concrete Tests: Testing of composite samples of fresh concrete obtained according to
ASTM C 172 shall be performed according to the following requirements:
l. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. (76 cu. m)
or fraction thereof of each concrete mixture placed each day.
a. When frequency of testing will provide fewer than five compressive-stength tests
for each concrete mixture, testing shall be conducted from at least five randomly
selected batches or from each batch if fewer than five are used.
Testing and Inspecting: Owner will engage a qualified independent testing and inspecting
agency to perform field tests and inspections and prepare test reports.
l. Testing Services: Tests shall be performed according to ACI 301.
END OF SECTION O33OO
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ICAST-IN-PLACE CONCRETE 03300 - 6
- 2003 1557.00 MENDTK RESIDENCE 3tz0/2004
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SECTION 03542 - CEMENT-BASED IJNDERLAYMENT
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PART I -GENERALI
I.1 RELATED DOCUMENTS
I A. Drawings and general provisions of the Contract, including General and Supplementaryr Conditions and Division I Specification Sections, apply to this Section.
.I 1.2 STJMMARY
I A. This Section includes cement-based, polymer-modified, self-leveling underlayment for interior
t finish flooring.
r B. Related Sections include the following:r' 1. Division 3 Section "Concrete Toppings" for cementitious wear toppings applied over
I 2. ffiJffi Sections for patching and leveling compounds applied with finish flooring.I
C. Allowances: Fumish cement-based underlayment under the allowances specified in Division I
I Section "Allowances."I D. Unit Prices: Administrative and procedural requirements for unit prices are specified in
I Division I Section "Unit Prices."
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I 1.3 SUBMTTTALS
I A. ProductData: Foreachtypeofproductindicated.
I B. Shop Drawings: Plans indicating substrates, locations, and average depths of cement-basedf underlawnent based on survev of substrate conditions.
I 1.4 QUALITY ASSURANCE
I A. Installer Qualifications: An experienced installer (applicator) who is acceptable to
I manufacturer, who has completed cement-based underlayment applications similar in material
and extent to that required for this Project, and whose work has resulted in construction with a
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record of successful in-service performance.
r B. Mockups: Before installing underlayment, apply mockups to demonstrate qualities of materials
and execution. Comply with the following requirements, using materials indicated for the
I completed Work:I
l. Architect will select one area or surface to represent surfaces and conditions for
application on each substrate required.
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CEMENT-BASEDUNDERLAYMENT 03542 - |
2003 r557.00 MENDIK RESIDENCE 3t20t2004
Notify Architect seven days in advance of dates and times when mockups will be applied.
Obtain Architect's approval of mockups before starting underlayment application.
Approved mockups may become part of the completed Work if undisturbed when finish
floorine is installed.
DELIVERY. STORAGE. AND HANDLING
Deliver materials in original packages and containers, with seals unbroken, bearing
manufacturer's labels indicating brand name and directions for storage, mixing with other
components, and application.
Store materials to comply with manufacfurer's written instructions to prevent deterioration from
moisture or other detrimental effects.
PROJECT CONDTTIONS
Environmental Limitations: Comply with manufacturer's written recommendations for
substrate temperature and moisture content, ambient temperature and humidity, ventilation, and
other conditions affecting underlayment performance.
Close areas to traffic during underlayment application and for time period after application
recommended in writing by manufacturer.
COORDINATION
Coordinate cement-based underlayment with requirements of finish flooring products, including
adhesives, specified in Division 9 Sections.
1. Before installing surface sealers recommended by underlayment manufacturer, if any,
verify compatibility with finish flooring installation adhesives.
PART 2 - PRODUCTS
MANUFACTURERS
Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the following:
K-I5 Self-Leveling Underlayment Concrete; Ardex, Inc.
Self-Leveling Underlayment; W. R. Bonsal Company.
300 Premium Underlayment; Burke Group, LLC (The).
Conflow; Conspec Marketing and Manufacturing Co., Inc.
Levelayer I; Day'ton Superior Corp.
Selby Self-Leveling Underlayment; Harris Specialty Chemicals, lnc.
Thoro Underlayment, Self-Leveling; Harris Specialty Chemicals, Inc.
Levelex Underlayment; L&M Construction Chemicals, Inc.
Ultra/Plan MB; Mapei Corporation.
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20031557.00 MENDIK RESIDENCE 3t20/2004
10. Level-Right; Maxxon Corporation.
2.2 PRODUCTSANDMATERIALS
A. Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in
uniform thicknesses from l/8 inch (3 mm) and that can be feathered at edges to match adjacent
floor elevations.
l. Cement Binder: ASTM C 150, portland cement, or hydraulic or blended hydraulic
cement as defined by ASTM C 219.
2. Compressive Strength: Not less than 4100 psi (28 MPa) at 28 days when tested
according to ASTM C 109/C 109M.
3. Underlayment Additive: Resilient-emulsion product of underlayment manufacturer
formulated for use with underla5rment when applied to substrate and conditions indicated.
B. Aggregate: Well-graded, washed gravel, l/8 to 1/4 inch (3 to 6 mm), or coarse sand as
recommended by underlayment manufacturer.
l. Provide aggregate when recommended in writing by tmderlayment manufacturer for
underlayment thickness required.
C. Water: Potable and at a temperature of not more than 70 deg F (21 deg Ci).
D. Primer: Product of underlayment manufachrer recommended in writing for substrate,
conditions, and application indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer present, for conditions affecting performance of
underlayment including substrate moisture content. Begin underlayment application only after
unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. General: Prepare and clean substrate according to manufacturer's written instructions for
substrate indicated. Provide clean, dry, neuhal-pH substrate for underlayment application.
1. Treat nonmoving substrate cracks to prevent cracks from telegraphing (reflecting)
through underlayment according to manufacturer's written recommendations.
2. Fill subshate voids to prevent underla5rment from leaking.
B. Concrete Substrates: Mechanically remove laitance, glaze, efflorescence, curing compounds,
form-release agents, dust, dirt, grease, oil, and other contaminants that might impair
underlayment bond according to manufacturer's written instructions.
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I CEMENT-B ASED TINDERLAYMENT 03542 - 3
20031557.00 MENDIK RESIDENCE 3120t2004
Metal Substrates: Mechanically remove rust, foreign matter, and other contaminants that might
impair underlayment bond according to manufacturer's written instructions. Apply corrosion-
resistant coating compatible with underlayrnent if recommended in writing by underlalnnent
manufacturer.
Adhesion Tests: After substrate preparation, test substrate for adhesion with underlayment
according to manufachfer's written instructions.
APPLICATION
General: Mix and apply underlayment compon€nts according to manufacturer's written
instructions.
1. Coordinate application of components to provide optimum underlayment-to-substrate and
intercoat adhesion.
2. At subsftate expansion, isolation, and other moving joints, allow joint of same width to
continue thLrough underlayment.
Apply primer over prepared substrate at manufacturer's recommended spreading rate.
Apply underlayment to produce uniform, level surface.
l. Apply a final layer without aggregate if required to produce smooth surface.2. Feather edges to match adjacent floor elevations.
Cure underlayment according to manufacturer's written insfuctions. Prevent contamination
during application and curing processes.
Do not install finish flooring over underlayment until after time period recommended by
underlayment manufachrrer.
Remove and replace underlayment areas that evidence lack of bond with substrate, including
areas that emit a "hollow" sound when tapped.
FIELD QUALITY CONTROL
Slump Test: If slump testing is recommended in writing by manufacturer, test underlayment for
slump as it is placed for compliance with manufacturer's written recommendations.
PROTECTION
Protect underlayment from concentrated and rolling loads for remainder of construction period.
END OF SECTION 03542
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CEMENT-BASED TJNDERLAYIUENT 03542 - 4
20031557.00I
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MENDIKRESIDENCE 3/10/2004
SECTION 04860 - STONE VENEER ASSEMBLIES
PART 1-GENERAL
l.'- Ll suMMARy
3t A. This Section includes stone veneer in the following applications:- 1. Adhered to tmit masonry backup.
a 2. Adhered to cold-formed metal framing and sheathing.
a B. Products installed, but not furnished, in this Section include steel lintels and shelf angles for
stone veneer assemblies specified in Division 5 Section "Metal Fabrications."
I 1.2 ST]BMITTALS
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I A. Product Data: For each type of product indicated.
r B. Stone Samples: For each color, grade, finish, and variety of stone required.
t C. Colored Mortar Samples: For each color required.
I D. Qualifrcation Data: For Installer.
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I I.3 QUALITYASSURANCE
It A. hstaller Qualifications: An installer who employs experienced stone masons and stone fitters
I who are skilled in installing stone veneer assemblies similar in material, design, and ext€nt to
I those indicated for this Project and whose projects have a record of successful in-service! performance.
I B. Mockups: Build mockups to verify selections made under sample Submittals and tor demonshate aesthetic effects and qualities of materials and execution.
I I . Build mockups for each type of stone veneer assembly in sizes approximate ly 48 inches
t (1200 mm) long by 48 inches (1200 mm) high by full thiclness, including face and
backup.
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1.4 PROJECT CONDITIONS
I A. Stain Prevention: Immediately remove mortar and soil to prevent them from staining the facet ofstone veneer assembhes.
I B. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated w'ith iceI or frost. Comply with cold-weather construction requirements contained in
ACI 530.I/ASCE 6/TMS 602.I
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STONEVENEERASSEMBLIES 04860 - l
20031557.00 MENDIK RESIDENCE 3/to/2004
l. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40
deg F (4 deg Cl) and above and will remain so until masonry has dried.
C. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in
ACI 530. I/ASCE 6/TMS 602.
PART 2 - PRODUCTS
STONE SOTJRCES
Varieties and Sources: Subject to compliance with requirements, provide stone of the following
variery and from the following source:
1. Stone Type WLS I - WLS-9: As indicated in the product specification sheets.
MORTAR MATERIALS
Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather
construction. Provide natural color or white cement as required to produce mortar color
indicated.
1. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to
ASTM C I 14.
Hydrated Lime: ASTM C 207, Type S.
Masonry Cement: ASTM C 91.
For pigmented mortar, use a colored cement formulation as required to produce color indicated
or. if not indicated, as selected from manufacturer's standard formulations.
1. Available Products:
a. Colored Portland Cement-Lime Mix:
1) Blue Circle Cement; Eaglebond.2) Glen{ery Corporation; Color Mortar Blend.
3) Holnam, krc.; Rainbow Mortamix Custom Color Cement/Lime.4) Lafarge Corporatioq Centurion Colorbond PL.5) Lehigh Portland Cement Co.; Lehigh Custom Color Portland/Lime.
6) Riverton Corporation (The); Riverton Portland Cement Lime Custom Color.
b. Colored Masonry Cement:
l) Blue Circle Cement; Magnolia Masonry Cement.
2) Essroc Materials, lnc.; Brixment-in-Color.
3) Holnam, lnc.; Rainbow Mortamix Custom Color Masonry Cement.4) Lafarge Corporation; Centurion Colorbond.
5) Lehigh Portland Cement Co.; Lehigh Custom Color Masonry Cement.
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STONE VENEER ASSEMBLIES 04860 - 2
' 20031557.00 MENDTK RESIDENCE 3no/2004
lJ q National Cement Company, Inc.; Coosa Masonry Cement.r ll il"ffi;:fl::l'i::,ff]'';nTffi"":;:Ty*""'ceme.'fr
^ E. Aggregate: ASTM C 144 and as follows:
) l. F9r pointing mortar, use aggregate graded with 100 percent passing No. 16 (1.18-mm)
sleve.
I 2. White Aggregates: Natural white sand or ground white stone.l1 3
::H'5,11fl,"f::::;J?H:J;l:::',ji:ifl,fl:Hu.:''0"'
granite' or other sound
f F. Mortar Pigments: Nahrral or synthetic iron oxides, compounded for use in mortar mixes andt with a record of satisfactory performance in stone masonry mortars.
I 1. Available Products:
I a. Bayer Corporation, Industrial Chemicals Div.; Bayferrox hon Oxide Pigments.
I b. Davis Colors; True Tone Mortar Colors.
t c. Lafarge Corporation; Centurion Pigments.d. Solomon Colors; SGS Mortar Colors.
I G. Latex additive (water emulsion) described below, sewing as replacement for part of or all
gaging water, of type specifically recommended by latex-additive manufacturer for use with
- job-mixed portland cement mortar and not containing a retarder.
I l. Latex Additive: St5nene-butadiene rubber or acrylic resm.
l H. Water: Potable.t
I 2.3 VENEERANCHORS
I A. Materials:
I l. Hot-Dip Galvanized Steel Wire: ASTM A 82, with ASTM A 153/A 153M, Class B-2.
- 2. Hot-Dip Galvanized Steel Sheet: ASTM A 366/A366M, cold-rolled, carbon-steel sheet
r hot-dip galvanized after fabrication to comply with ASTM A 153/A 153M, Class B-2.
a B. Com:gated-Metal Veneer Anchors: Not less than 0.030-urch- (0.76-mrr-) thick by 7/8-inch-
(22-mm-) wide sheet with comrgations having a wavelength of 0.-1 to 0.5 inch (7.6 to 13 mm)
I and an amplitude of 0.06 to 0.10 inch (1.5 1o 2.5 mm).
I C. Wire Veneer Anchors: Formed from Wl.7 or 0.148-inch- (3.8-mm-) diameter wrre.r
I D. MASONRYCLEANERSal
r E. Job-Mixed Detergent Solution: Non-staining solution of l/2-cup (0. I jl-L) dry-measure
I tetrasodium polyphosphate and 112-cup (0.14-l-) dry-measure laundry detergent dissolved in Ir cal. i4 I-)of water.
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STONEVENEERASSEMBLIES 04860 - 3
20031557.00
2.4 STONE FABRICATION
MENDIK RESIDENCE 3/10/2004
General: Fabricate stone in sizes and shapes necessary to comply with requirements indicated,
including details on Drawings.
B. Gage backs of stones for adhered veneer if more than 8l sq. in. {522 sq. cm) in area.
C. Shape stone for type of masonry (pattem) as follows:
1. Split-bed, random-range ashlar with random course heights and random lengths
(intemrpted coursed).
D. Finish exposed faces and edges of stone to comply with requirements indicated for finish and to
match approved samples and mockups.
1. Finish: Natural cleft.
2.5 MORTARMD(ES
A. General: Do not use admixtures, including pigments, air-enhaining agents, accelerators,
retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise
indicated.
l. Do not use calcium chloride.
2. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together
before adding water. Then mix again, adding only enough water to produce a damp,
unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this
dampened condition for one to two hours. Add remaining water in small portions until
mortar reaches desired consistency. Use mortar within 30 minutes of final mixing; do not
r€temper or use partially hardened material.
B. Mortar for Stone Masonry: Comply with ASTM C 270 Proportion Specification.
I . Limit cementitious materials in mortar to portland cement, mortar cement, and lime.
2. Mortar for Setting Stone: Type O.
C. Latex-Modified Portland Cement Setting Mortar: Proportion and mix portland cement,
aggegate, and latex additive to comply with latex-additive manufacturer's written instructions.
D. Cement-Paste Bond Coat: Mix either neat cement and water or cement. sand. and water to a
consistency similar to that of thick cream.
1. For latex-modified portland cement setting-bed mortar, substitute latex admixture for part
or all of water, according to latex-additive manufacturer's written instructions.
E. Mortar for Scratch Coat over Metal Lath: I part portland cement, l/2 part lime, 5 parts loose
damp sand, and enough water to produce a workable consistency.
F. Mortar for Scratch Coat over Unit Masonry: I part portland cement, I part lime, 7 parts loose
damp sand, and enough wat€r to produce a workable consistency.
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2003 1557.00 MENDIK RESIDENCE 3n0t2004
G. Pigmented Mortar: Select and proportion pigments with other ingredients to produce color to
match stone.
1. Pigments shall not exceed l0 percent of portland cement by weight.
2. Pigments shall not exceed 5 percent of masonry cement by weight.
PART 3 - EXECUTION
SETTING OF STONE VENEER, GENERAL
Accurately mark stud centerlines on face of building paper or building wrap before beginning
stone installation.
Perform nec€ssary field cutting as stone is set. Use power saws to cut stone. Cut lines shaight
and fue, with edges eased slightly to prevent snipping.
Arrange and trim stones for accurate fit in three-course, random-range ashlar pattem with
random course heights, random lengths (intemrpted coursed), and uniform joint widths.
Maintain uniform joint widths except for variations due to different stone sizes and where minor
variations are required to maintain bond alignment, if any. Lay walls with joints not more than
l/4 inch (10 mm) at widest points.
CONSTRUCTION TOLERANCES
Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in l0 feet (6 mm
in3 m),3/8 inch in 20 l'eet {10 mm in 6 m), or l/2 inch in 40 feet (13 mm in 12 m) or more. For
extemal corners, expansion joints, control joints, and other conspicuous lines, do not exceed 1i4
inch in 20 feet (6 mm in 6 m) or 1i2 inch in 40 l-eet (13 mm in 12 m) or more.
Variation from Level: For bed joints and lines of exposed lintels, horizontal grooves, and other
conspicuous lines, do not exceed 1/4 inch in 20 feet (6 mm in 6 m) or l/2 inch in 40 feet (13
mm in 12 m) or more.
INSTALLATION OF ADHERED STONE VENEER ASSEMBLIES
lnstall lath over building paper or building wrap by fastening through sheathing into framing to
comply with ASTM C 1063.
Install lath over unit masonry and concrete to comply with ASTM C 1063.
Install scratch coat over metal lath 3/8 inch (10 nrm) thick to comply with ASTM C 926.
Coat backs of stone units and face of scratch coat or masonry backup with cement-paste bond
coat, then butter both surfaces with setting mortar. Use sufficient setting mortar so a slight
excess will be forced out the edges of stone units as they are set. Tap units into place,
completely filling space between units and scratch coat or masonry backup.
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STONE VENEER ASSEMBLIES 04860 - 5
2003 1557.00 MENDIK RESIDENCE 3/10/2004
l/2 inch ( l.l nrm). Rake j ointsE. Rake out joints for pointing with mortar to depth of not less than
to uniform depths with square bottoms and clean sides.
POINTING
Prepare stone-joint surfaces for pointing with mortar by removing dust and mortar particles.
Where setting mortar was removed to depths greater than sunounding areas, apply pointing
mortar in layers not more than 3/8 inch (10 mm) deep until a uniform depth is formed.
Point stone joints by placing and compacting pointing mortar in layers not more than 3/8 inch
(10 mm) deep. Compact each layer thoroughly and allow to become thumbprint hard before
appllng next layer.
Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce the
following j oint profile :
1. Joint Profile: Smooth, flat face recessed not less than 3/4 inch (6 mm) below edges of
stone (raked joint) to resmble dry stacked stone wall.
ADruSTING AND CLEANING
ln-Progress Cleaning: Clean stone veneer assemblies as work progresses. Remove mortar fins
and smears before tooling joints.
Final Cleaning: After mortar is thoroughly set and cured, clean stone veneer assemblies as
follows:
L Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes
or chisels.
2. Test cleaning methods on mockup; leave one-half of panel uncleaned for comparison
purposes.
3. Protect adjacent stone and norunasonry surfaces from contact with cleaner.
4. Wet wall surfaces with water before applying cleaner; remove cleaner promptly by
rinsing thoroughly with clear water.
5. Clean stone veneer assemblies by bucket and brush hand-cleaning method described in
BIA Technical Note No. 20 Revised II, using job-mixed detergent solution.
6. Clean stone veneer assemblies with proprietary acidic cleaner applied according to
manufacturer's written instructions.
7. Clean limestone veneer assemblies to comply with recommendations in ILI's "Indiana
Limestone Handbook."
3.6 EXCESS MATERIALS AND WASTE
A. Disposal as Fil[ Material: Dispose of clean masonry waste, including mortar and excess or soil-
contaminated sand, by crushing and mixing with fill material as fill is placed.
l. Do not dispose of masonry waste as fill rvrthin l8 inches (450 mm) of finished grade.
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SECTION05I2O - STRUCTI.IRAL STEEL
PART 1-GENERAL
I.I SUMMARY
A. This Section includes structural steel and grout.
1.2 PERFORMANCEREQUIREMENTS
A. Connections: Provide details of simple shear connections required by the Contract Documents
to be selected or completed by structural-steel fabricator to withstand [ASD-service] [LRI'D]
loads indicated and comply with other information and reskictions indicated.
1. Select and complete connections using schematic details indicated and AISC's "Manual
of Steel Construction, Load and Resistance Factor Design," Volume 2, Paft9 andlor
AISC's "Manual of Steel Construction, Allowable Stess Design," Part 4.
SUBMITTALS
Product Data: For each type of product indicated.
Shop Drawings: Show fabrication of structural-steel components.
Welding certificates.
Mill test reports.
Source quality-control test reports.
1.4 QUALITY ASSURANCE
A. Fabricator Qualifications: A qualified fabricator who participates in the AISC Quality
Certification Program and is desigrated an AlSC-Certified Plant, Category Sbd.
B. Welding: Qualify procedures and personnel according to AWSDl.l, "Structural Welding
Code-Steel."
C. Comply with applicable provisions of AISC's "Code of Standard Practice for Steel Buildings
and Bridses."
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PART 2 - PRODUCTS
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MENDIKRESIDENCE 312012004
STRUCTURAL-STEEL MATERIALS
W-Shapes: As indicated in Structural Documents.
Channels, Angles, M or S-Shapes: As indicated in Struchral Documents.
Plate and Bar: As indicated in Structural Documents.
Cold-Formed Hollow Structural Sections: ASTM A 500. Grade as indicated in Stnrctural
Documents, structural tubing.
Steel Pipe: ASTM A 53/A 53M, Type E or S, Grade B.
Welding Electrodes: Comply with AWS requirements.
BOLTS, CONNECTORS, AND ANCHORS
High-Strength Bolts, Nuts, and Washers: ASTM A 325 (ASTM A 325M), Type 1, heavy hex
steel structural bolts; ASTM A 563 (AST'M A 563M) heavy hex carbon-steel nuts; and
ASTM F 436 (ASTM F 436M) hardened carbon-steel washers.
I . Finish: Plain.
2. Direct-Tension Indicators: ASTM F 959. Type 325 (ASTM F 959M, Type 8.8.)
compressible-washer type.
a. Finish: Plain.
High-Strength Bolts, Nuts, and Washers: ASTM A490 (ASTM A 490M), Type l, heavy hex
steel skuctural bols; ASTM A 563 (ASTM A 563M) heavy hex carbon-steel nuts; and
ASTM ti 436 (ASTM F 436M) hardened carbon-steel washers, plain.
l. Direct-Tension Indicators: ASTM F 959, Type 490 (ASTM F 959M,) Type I 0.9,
compressible-washer type, plain.
Tension-Control, High-Strength BolrNut-Washer Assemblies: ASTMF 1852, Type l, head
steel structural bolts with sptined ends; ASTM A 563 (ASTM A 5631\{) heavy hex carbon-steel
nuts; and ASTM F 436 (AS1'l\4 F 4-l6M) hardened carbon-steel washers.
l. Finish: Plain.
Shear Connectors: ASTM A 108, Grades l0l5 through 1020, headed-stud type, cold-finished
carbon steel; AWS D1.1, Type B.
Unheaded Anchor Rods: As indicated in Structural Documents.
l. Configuration: As indicated in Structural Documents.
2. Finish: Plain.
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STRUCTURAL STEEL 05120 -2
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r F. Headed Anchor Rods: As indicated in Structural Documents. straieht.
I l. Finish: Plain.a G. Threaded Rods: As indicated in Stnrctural Documents.I
I l. Finish: Plain.
I 2.3 PRMERI
A. Primer: SSPC-Paint 2l,Type II, iron oxide, zinc oxide, raw linseed oil, and alkyd.I
I B. Primer: Fabricator's standard lead- and chromate-free, nonasphaltic, rusrinhibiting primer.
I 2.4 GROUT
I A. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, nonmetallic
t aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for- application and a 30-minute working time.
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I A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate
I according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and AISC's
"Specification for Structural Steel Buildings-Allowable Stress Design and Plastic Design."
I B. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear
connectors. Use automatic end welding of headed-stud shear connectors according to
ri AWS D I . I and manufacturer's written instructions.
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2.6 SHOP CONNECTIONS
- A. High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for
Skuctural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint
I specified.
!l. Joint Type: As indicated in structural documents.
I B. Weld Connections: Comply with AWS Dl.l for welding procedure specifications, tolerances,
appearance, and quality of welds and for methods used in correcting welding work.
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I 2.7 SHOPPRMING
I A. Shop prime steel surfaces except the following:I
l. Surfaces embedded in concrete or mortar. Extend priming of partially embedded
members to a depth of 2 inches (50 mnil.
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2. Surfaces to be held welded.
3. Surfaces to be high-strength bolted with slip-critical connections.
4. Surfaces to receive sprayed fire-resistive materials.
5. Galvanizedsurfaces.
B. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and
spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and
standards:
1. SSPC-SP 2, "Hand Tool Cleaning."
2. SSPC-SP 3, "Power Tool Cleaning."
C. Priming: Immediately after surface preparation, apply primer according to manufacturer's
written instructions and at rate recommended by SSPC to provide a dry film thickness of not
less than 1.5 mils (0.038 mm). Use priming methods that result in full coverage of joints,
comers, edges, and exposed surfaces.
2.8 SOLTRCE QUALTTY CONTROL
A. Owner will engage an independent testing and inspecting agency to perform shop tests and
inspections and prepare test reports. Cornply with testing and inspection requirements of Part 3,
Article "Field Quality Confrol."
B. Correct deficiencies in Work that test reports and inspections indicate does not comply with the
Contract Documents.
C. In addition to visual inspection, shop-welded shear connectors will be tested and inspected
according to requirements in AWS D 1 . I for stud welding.
PART 3 - EXECUTION
3.I ERECTION
A. Examination: Veri$ elevations of concrete- and masonry-bearing surfaces and locations of
anchor rods, bearing plates, and other embedments, with steel erector present, for compliance
with requirements.
L Proceed with installation only after unsatisfactory conditions have been corrected.
B. Set structural steel accurately in locations and to elevations indicated and according to AISC's
"Code of Standard Practice for Steel Buildings and Bridges" and "Specification for Structural
Steel Buildings--Allowable Stress Design and Piastic Design."
C. Base and Bearing Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing
materials, and roughen surfaces prior to setting base and bearing plates. Clean bottom surface
ofbase and bearing plates.
1. Set base and bearing plates for structural members on wedges, shims, or setting nuts as
required.
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rl 2. Weld plate washers to top of base plate.
3. Snug-tighten anchor rods after supported members have been positioned and plumbed.
I Do not remove wedges or shims but, if protruding, cut off flush with edge of base or
I bearing plate before packing with grout.
4. Promptly pack grout solidly beween bearing surfaces and base and bearing plates so no
I voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply
I with manufacturer's written installation instructions for shrinkage-resistant grouts.
I D. Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for
I Steel Buildings and Bridges."
I 3.2 FIELD coNNECTToNSI
A. High-Sfrength Bolts: Shop install high-strength bolts according to RCSC's "Specification for
I Structural Joints Using ASTMA325 or A490 Bolts" for type of bolt and type of joint
I specified.
I B. Weld Connections: Comply with AWS Dl.l for welding procedure specifications, tolerances,
I appearance, and quality ofwelds and for methods used in correcting welding work.
I 1. Comply with AISC's "Code of Standard Practice for Steel Buildings and Bridges" andI fJffif?:5:",ft,:ff['#ii:*J:'$'ti;;ll[x1t*'ffi:,iJJ:il#1"?Hlt:
on surfaces adjacent to field welds.
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3.3 FrELD QUAITTY CONTROL
! A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to
nspect field welds and high-strength bolted connections.
I B. Bolted Connections: Shop-bolted connections will be tested and inspected according to RCSC's
"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."
I C. Welded Connections: Field welds will be visually inspected according to AWS Dl.l.
& l. In addition to visual inspection, field welds will be tested according to AWS Dl.l and the
I following inspection procedures, at testing agency's option:
a. Liquid Penetrant lnspection: ASTM E 165.
I b. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on
I finished weld. Cracks or zones of incomplete fusion or penetration will not be
accepted.
I c. Ulhasonic Inspection: ASTM E 164.
I d. Radiographic Inspection: ASTM E 94.
I D. Correct deficiencies in Work that test reports and inspections indicate does not comply with the
I Contract Documents.
I END oF sEC'r'roN osl2oI
3/20/2004
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SECTION O53IO - STEEL DECK
PART 1-GENERAL
C.
MENDIKRESIDENCE
A.
B.
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D.
E.
SUMMARY
This Section includes the followine:
l. Roofdeck.
2. Composite floor deck.
3. Noncomposite form deck.
SUBMTTTALS
Product Data: For each type of deck, accessory, and product indicated.
Shop Drawings: Include layout and types of deck panels, anchorage details, reinforcing
channels, pans, deck openings, special jointing, accessories, and attachments to other
constructlon.
hoduct certificates.
Welding certificates.
Research,/evaluation reports.
QUALITY ASSURANCE
Welding: Qualiff procedures and personnel according to AWSDl.l, "Structural Welding
Code-Steel," and AWS Dl.3, "Structural WeldingCode-Sheet Steel."
Fire-Test-Response Characteristics: Where indicated, provide steel deck units identical to those
steel deck units tested for fire resistance per ASTM E I 19 by a testing and inspection agency
acceptrable to authorities having jurisdiction.
I. Fire-Resistance Ratings: Indicated by desiga designations from UL's "Fire Resistance
Directory" or from the listings of another testing and inspecting agency.2. Steel deck units shall be identified with appropriate markings of applicable testing and
inspecting agency.
AISI Specifications: Calculate structural characteristics of steel deck according to AISI's
"Specification for the Desigrr of Cold-Formed Steel Structural Members."
3/r0t2004
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PART 2 - PRODUCTS
MENDIK RESIDENCE 3/10/2004
MANUFACTURERS
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that rnay be incorporated into the Work include, but are not limited to, the following:
Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
l. BHP Steel Building Products USA Inc.
2. Consolidated Systems, [nc.
3. Epic Metals Corp.
4. Marilyn Steel Products, Inc.
5. Nucor Corp.; Vulcraft Div.
6. RoofDeck, lnc.
7. United Steel Deck, Inc.
8. Verco Manufacturing Co.
9. Wheeling Comrgating Co.; Div. of Wheeling-Pittsburgh Steel Corp.
ROOFDECK
Steel Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI
Specifications and Commentary for Steel Roof Declg" in SDI Publication No. 29.
1. Prime-Painted Steel Sheet: ASTM A 6l I, Grade C minimurn, shop primed with gray or
white baked-on, lead- and chromate-free rust-inhibitive primer.
2. Deck Profile: As indicated in Structural Documents..
3. Prolile Depth: As indicated in Struchml Documents.
4. Design Uncoated-Steel Thickness: As indicated in Structural Documents..
COMPOSTTE FLOOR DECK
Composite Steel Floor Deck: Fabricate panels, with integrally embossed or raised pattem ribs
and interlocking side laps, to comply with "SDI Specihcations and Commentary for Composite
Steel Floor Declg" in SDI Publication No. 29, the minimum section properties indicated, and
the following:
1. Prime-Painted Steel Sheet: ASTMA6I1, Grade C minimum, with top surface
phosphatized and unpainted and bottom surface shop primed with gray or white baked-
on, lead- and chromate-free rust-inhibitive primer.
2. Profile Depth: As indicated in Structural Documents.
3. Design Uncoated-Steel Thickness: As indicated in Structural Documents.
ACCESSORIES
Accessories: Steel deck manufacturer's standard accessory materials, including mechanical
t-asteners, closure strips, pour stops, and closures for deck.
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headed stud type, cold-finished
C.
Shear Connectors: ASTMA 108. Grades l0l0 throueh 1020
carbon steel, AWS Dl.l, Type B, with arc shields.
Repair Paint: Lead- and chromate-free rusrinhibitive primer.
PART 3 - EXECUTION
C.
INSTALLATION
Install deck panels and accessories according to applicable specifications and commentary in
SDI Publication No. 29, manufacturer's written insfuctions, and requirements in this Section.
Place deck panels on supporting frame and adjust to final position with ends accurately aligned
and bearing on supporting frame before being permanently fastened. Do not shetch or contract
sideJap interlocks.
Place deck panels flat and square and fasten to supporting frame without warp or deflection.
Cut and neatly fit deck panels and accessories around openings and other work projecting
through or adjacent to decking.
Provide additional reinforcement and closure pieces at openings as required for strengt\
continuity ofdecking, and support of other work.
Comply with AWS requirements and procedures for manual shielded metal arc welding,
appenrance and quality of welds, and methods used for correcting welding work.
Roof Deck Accessories: Install ridge and valley plates, finish strips, cover plates, end closures,
and reinforcing channels according to deck manufacturer's written instructions. Weld to
substrate to provide a complete deck installation.
Shear Connectors: Weld shear connectors through deck to supporting frame according to
AWS Dl.l and manufacturer's written instructions. Butt end joints of deck panels; do not
overlap. Remove and discard arc shields after welding shear connectors.
Pour Stops and Girder Fillers: Weld steel sheet pour stops and girder fillers to supporting
strucfure according to SDI recommendations, unless otherwise indicated.
Floor Deck Closures: Weld steel sheet column closures, cell closures, and Z-closures to deck,
according to SDI recommendations, to provide tight-fitting closures at open ends of ribs and
sides of decking. Weld cover plates at changes in direction of floor deck panels, unless
otherwise indicated.
Repairs and Protection:
1. Repair Painting: Wire brush and clean rust spots, welds, and abraded areas on both
surfaces of prime-painted deck immediately after installation, and apply repair paint.
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STEEL DECK 05310 - 3
2003 r557.00 MENDIKRESIDENCE 31t0t2004
3.2 FrELD QUALTTY CONTROL
A. Testing: Owner will engage a qualified independent testing agency to perform field quality-
conhol testing.
B. Field welds will be subject to inspection.
C. Shear connector stud welds will be tested and inspected according to AWS Dl.1.
D. Remove and replace work that does not comply with specified requirements.
E. Additional testing and inspecting, at ContactoCs expense, will be performed to delermine
compliance of corrected work with specifred requirenrents.
END OF SECTIONO53IO
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SECTION O55OO - METAI FABRICATIONS
a
PART 1-GENERAL
' l.l suMMARy
I A. This Section includes the foltowrng:I
l. Miscellaneous steel framing and supports.
I 2. Loose bearing and leveling plates.
I 3. Steel weld plates and angles.
4. Miscellaneous steel trim.
I 5. Loose steel lintels.
!B. See Division 5 Section "Metal Stairs" for metal-framed stairs.
I C. See Division 5 Section "Omamental Railings" for omamental metal railings.
I r.z suBMrrrALSI
A. Product Data: For the following:
I l. Grout.r B. Shop Drawings: Include plans, elevations, sections, and details of metal fabrications and their
I connections. Show anchorage and accessory items.
!C. Templates: For anchors and bolts.
! PART2-PRODUCTS
I 2.1 MANUFACTURERS
I A. In other Part 2 articles where titles below introduce lists, the following requirements apply to
f product selection:
I l. Available Products: Subject to compliance with requirements, products that may be
I incorporated into the Work include, but are not limited to, products specified.2. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
I manufacturers specified.
I z.z METALS
I A. Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes.I
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METAL FABzuCATIONS 05500 - I
20031557.00 MENDIK REIDENCE 3^0/2004
B.Ferrous Metals:
Steel Plates, Shapes, and Bars: ASTM A 36/4' 36M.
Stainless-Steel Bars and Shapes: ASTM A 276,Type 304 or 316L.
Rolled-Steel Floor Plate: ASTM A 7861A786M, rolled from plate complying with
ASTM A 36/A 36M or ASTM A283lA 283M, Grade C or D.
Rolled-Stainless-Steel Floor Plate: ASTM A 793.
Steel Tubing: ASTM A 500, cold-formed steel tubing.
Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is
indicated or required by structural loads.
Slotted Charurel Framing: Cold-formed metal channels complying with MFMA-3, l-5l8
by l-5l8 inches (41 by 4l mm). Channels made from galvanized steel complying with
ASTM A 653/A653M, structural steel, Grade 33 (Grade 230), with G90 (2275) coating;
0.079-inch (2-mm) nominal thickness.
Cast hon: ASTM A 48iA 48M, Class 30, unless another class is indicated or required by
struchral loads.
Nonferrous Metals:
1 . Aluminum Exkusions: ASTM B 22 I (ASTM ts 22lM), alloy 6063-T6.2. Aluminum-Alloy Rolled Tread Plate: ASTM B 632t8 632M, alloy 6061-T6.3. AluminumCastings: ASTM 826/8 26M,Alloy443.0-F.
FASTENERS
General: Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated fasteners
with coating complying with ASTM B 633, Class Fe/Zn 5, at exterior walls. Provide stainless-
steel fasteners for fastening aluminum. Select fasteners for type, grade, and class required.
Cast-in-Place Anchors in Concrete: Threaded or wedge type; galvaniznd ferrous castings, either
ASTM A47lA47M malleable iron or ASTM A27|A27M cast steel. Provide bolts. washers.
and shims as needed, hotdip galvanized per ASTM A 153/A 153M.
MISCELLANEOUS MATERIALS
Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer
complying with MPI #79.
Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout
complying with ASTM C I 107.
Concrete Materials and Properties: Comply with requirements in Division 3 Section "Cast-in-
Place Concrete" for normal-weight, air-entrained, ready-mix concrete with a minimum 28-day
compressive strength of 3000 psi (20 MPa), unless otherwise indicated.
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FABRICATION
General: heassemble items in the shop to greatest extent possible. Use connections that
maintain structural value ofjoined pieces.
l. Cut, drill, and punch metals cleanly and accurately. Remove buns and ease edges.
Remove sharp or rough areas on exposed surfaces.2. Weld corners and seams continuously. Use materials and methods that minimize
distortion and develop strength and corrosion resistance of base metals. Obtain fusion
without undercut or overlap. Remove welding flux immediately. Finish exposed welds
smooth and blended.
3. Form exposed connections with hairline joints, flush and smooth, using concealed
fasteners where possible. Locatejoints where least conspicuous.
4. Fabricate seams and other connections that will be exposed to weather in a manner to
exclude water. Provide weep holes where water may accumulate.
5. Where units are indicated to be cast into concrete or built into masonry, equip with
integrally welded steel shap anchors, not less than 24 inches (600 mm) o.c.
Miscellaneous Framing and Supports: Provide steel framing and supports not specified in other
Sections as needed to complete the Work. Fabricate units from steel shapes, plates, and bars of
welded construction. Cut, drill, and tap writs to receive hardware, hangers, and similar items.
Loose Steel Lintels: Fabricate loose steel lintels from steel angles and shapes of size indicated
for openings and recesses in masonry walls and partitions at locations indicated.
Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items
bearing on masonry or concrete construction. Drill plates to receive anchor bolts.
Miscellaneous Steel Trim: Fabricate units Aom steel shapes, plates, and bars of profiles shown
with continuously welded joints and smooth exposed edges. Miter corners and use concealed
field splices where possible. Provide cutouts, fittings, and anchorages as needed to coordinate
assembly and installation with other work.
l. Exterior Miscellaneous Steel Trim: Prime with zinc-rich primer.
FINISHES
Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes. Finish metal fabrications after
assembly.
Steel and Iron Finishes:
1. Hot-dip galvanize items as indicated to comply with ASTM AI23/A123M or
ASTM A 153/4 l53M as applicable.2. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with
requirements indicated below for environmental exposure conditions of installed metal
fabrications:
METAL FABzuCATIONS 05500 - 3
2003 1557.00 MENDIKREIDENCE 3n0/2004
a. Exteriors (SSPC Zone lB) and ltems lndicated to Receive Zinc-Rich Primer:
SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."
b. Interiors (SSPC Zone lA): SSPC-SP 3, "Power Tool Cleaning."
3. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except
those with galvanized finishes and those to be embedded in concrete, sprayed-on
fireproofing, or masonry, to comply with SSPC-PA l, "Paint Application Specification
No. l: Shop, Field, and Maintenance Painting," for shop painting.
PART 3 - EXECI-TTION
INSTALLATION
General: Perform cutting, drilling, and fitting required for installing metal fabrications. Set
metal fabrications accurately in location, with edges and surfaces level, plumb, and true.
1. Fit exposed connections accurately together. Weld connections that are not to be left as
exposed joints but cannot be shop welded. Do not weld, cut, or abrade swfaces of
exterior units that have been hotdip galvanized after fabrication.
2. Provide anchorage devices and fasteners where metal fabrications are required to be
fastened to in-place construction.
3. Provide temporary bracing or anchors in formwork for items that are to be built into
concrete, rnasonry, or similar construction.
Set bearing and leveling plates on cleaned surfaces using wedges, shims, or leveling nuts. After
bearing members have been positioned and plumbed, tighten anchor bolts and pack solidly with
nonshrink, nonmetallic grout.
Touch up surfaces and finishes after erection.
1. Painted Surfaces: Clean field welds, bolted connections, and abraded areas and touch up
paint with the same material as used for shop painting.
END OF SECTION O55OO
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SECTION 05511 . METAL STAIRS
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MENDIKRESIDENCE 3n0/2004
PART I - GENERAL
I' I.I SUMMARY
I A. This Section includes the following:a
1. Preassembled steel stairs with concrete-filled treads.
t 1.2 PERFORMANCEREQUIREMENTS
I A. Stnrctural Performance of Stairs: Provide metal stairs capable of withstanding the effecs of
gravity loads and the following loads and stresses within limits and under conditions indicated:
I l. Uniform Load: 100 lbflsq. ft. (4.79 kNisq. m).
- 2. Concentrated Load: 300 lbf (1.33 kN) applied on an area of 4 sq. in. (2580 sq. mnr).
3. Uniform and concentated loads need not be assumed to act concurrently.
I 4. Stair Framing: Capable of withstanding stresses resulting from railing loads in addition
f to loads specified above.
5. Limit deflection of heads, platforms, and framing members to U360 or 1,'4 inch (6.4
mm), whichever is less.r B. Structural Performance of Railings: Provide railings capable of withstanding the effects of
I gravity loads and the following loads and stesses within limits and under conditions indicated:
1. Handrails:
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c. Uniform and concenhated loads need not be assumed to act concurrently.
t 2. Top Rails of Guards:
|| a. Uniform load of 50 lbf/ ii. (0.73 kNim) applied in any direction.
I b. Concenhated load of 200 lbf (0.89 kN) applied in any direction.c. Uniform and concentrated loads need not be assumed to act concurrentlv.
I 3. lnfill ofGuards:
a. Concentratedloadof 50 lbf (0.22 kN.1 appliedhorizontallyonanareaof I sq. It.
I b. ll;ti"l"iitili'"f 25 tbrTsq. rt. ( 1.2 kNisq. m) apptied horizontatly.
c. Infill load and other loads need not be assumed to act concurrentlv.
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MENDIK RESIDENCE 3tr0t2004
SUBMITTALS
Product Data: For metal stairs.
Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
COORDINATION
Furnish setting drawings, templates, and directions for installing anchorages, including sleeves,
concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in
concrete or masoffy. Deliver such items to Project site in time for installation.
Coordinate locations of hanger rods and struts with other work so that they will not encroach on
reouired stair width and will be within the fire-resistance-rated stair enclosure.
PART 2. PRODUCTS
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2.1 MANUFACTURERS
In other Part 2 articles where titles below introduce lists, the following requirements apply to
product selection:
l. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not tirnited to,
manufacturers specified.
METAIS
Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes.
Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
Steel Tubing: ASTM A 500 (cold formed) or ASTM A 513, Type 5 (mandrel drawn).
Rolled-Steel Floor Plate: ASTMA786lA786M, rolled from plate complying with
ASTM A 36/A36M or ASTM A283/A283M, Grade C or D.
Wire Rod for Grating Crossbars: AS'I'M A 5 10 (ASI'M A 5 10M).
Iron Castings: Either gray iron, ASTM A 48/A 48M, Class 30, or malleable iron,
ASTM A 47lA 47M, unless otherwise indicated.
Uncoated, Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, either commercial steel, Type B,
or structural steel, Grade 25 (Grade 1 70).
Uncoated, Hot-Rolled Steel Sheet: ASTM A 1011/A 101lM, either commercial steel, Type B,
or structural steel, Crade 30 (Gradc 205).
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METAL STAIRS 05511-2
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2003 1557.00 MENDIKRESIDENCE
Expanded Metal, Carbon Stee l: ASTM F 126'1, Class I (uncoated).
Woven-Wire Mesh: lntermediate-crimp, 2-inch (50-mrn) woven-wire mesh, made from 0. 135-
inch (3.5-mm) nominal diameter wire complying with ASTlvl A 510 (ASTM A 510M).
Aluminum Extrusions: ASTM B 221 (ASTM B 22lM), Alloy 6063-T6.
MISCELLANEOUS MATERI,ALS
Concrete Materials and Properties: Comply with requirements in Division 3 Section "Cast-in-
Place Concrete" for normal-weight, air-entrained, ready-mix concrete with a minimum 28day
compressive strength of 3000 psi (20 MPa), unless otherwise indicated.
Welded Wire Fabric: ASTMA 185,6 by 6 inches (152 by 152 mm)-W1.4 by W1.4, unless
otherwise indicated.
FABRICATION
Available Manufacturers:
l. Alfab. krc.
2. American Stair. lnc.
3. Sharon Companies Ltd. (The).
Provide complete stair assemblies, including metal framing, hangers, struts, clips, brackets,
bearing plates, and other components necessary to support and anchor stairs and platforms on
supporhng structure.
l. Join components by welding, unless otherwise indicated. Use materials and methods that
minimize distortion and develop strength and corrosion resistance of base metals. Obtain
fusion without undercut or overlap. Remove welding flux immediately. At exposed
connections, finish exposed welds smooth and blended.
Use connections that maintain struchrral value ofjoined pieces.
Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges, unless
otherwise indicated. Remove sharp or rough areas on exposed surfaces.
Form bent-metal comers to smallest radius possible without impairing work.
Form exposed connections with hairline joints, flush and smooth, using concealed
fasteners where possible. Locate joints where least conspicuous.
Stair Framing: Fabricate stringers of steel plates or channels. Conskuct platforms of steel plate
or channel headers and miscellaneous framing members.
1. Ifusing bolts, fabricate andjoin so bolts are not exposed on finished surfaces.
Metal-Pan Stairs: Form risers, subtread pans, and subplatforms to configurations shown from
steel sheet of thickness needed to comply with performance requirements but not less than
0.0677 inch ( I.7 rlm).
l. At Contractor's option, provide stair assemblies with metal-pan subtreads filled with
reinforced concrete durins fabrication.
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MENDIK RESIDENCE 3n0t2004
FINISHES
Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes. Finish metal stairs after assembly.
Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with
requirements indicated below for environmental exposure conditions of installed products:
1. Interior Stairs (SSPC Zone lA): SSPC-SP 3, "Power Tool Cleaning."
Apply shop primer to uncoated surfaces of metal stair components. Comply with SSPC-PA l,
"Paint AFplication Specification No. l: Shop, Field, and Maintenance Painting of Steel," for
shop painting.
PART 3 - EXECUTION
INSTALLATION
Perform cutting, drilling, and fitting required for installing metal stairs. Set units accurately in
location, alignment, and elevation, measured from established lines and levels and free ofrack.
lnstall metal stairs by welding stair framing to steel structure or to weld plates cast into
concrete, unless otherwise indicated.
Fit exposed connections accurately together to form hairline joints. Weld connections that are
not to be left as exposed joints. Do not weld, cut, or abrade surfaces of exterior units that have
been hotdip galvanized after fabrication and are lbr bolted or screwed field connections.
Place and finish concrete fill for neads and platforms to comply with Division 3 Section "Cast-
in-Place Concrete."
Adjusting and Cleaning:
1. Immediately after erection, clean field welds, bolted connections, and abraded areas of
shop paint, and paint exposed areas with the same material as used for shop painting.
END OF SECTION O55I I
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MENDIK RESIDENCE 3/20/2004
SECTION 0572I - ORNAMENTAL RAILINGS
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PART I -GENERAL
'- l.t suMMARy
I A. This Section includes the following:r l. Steel and iron omamental railines.
t 1.2 PERFORMANCE REQUTREMENTS
I A. Structural Performance: Provide railings capable of withstanding the effects of gravity toads
I and the following loads and stresses within limits and under conditions indicated:
- l. Handrails:
I a. Uniform load of 50 tbtT ft. (0.73 kNim) applied in any direction.b. Concenhated load of 200 lbf (0.89 kN) applied in any direction.
I c. Uniform and concentrated loads need not be assumed to act concurrently.
2. Top Rails of Guards:
I a. Uniform load of 50 1b17 11. (0.73 kNirn) applied in any direction.b. Concentrated load of 200 lbf (0.89 kN) applied in any direction.
c. Uniform and concentrated loads need not be assumed to act concurrently.
!3. Infill of Guards:
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toad of 50 tbf (0.22 kN) applied horizontally on an area of I sq. ft.
b. Infill load and other loads need not be assumed to act concurrently.
a B. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals
and other materials from direct contact with incompatible materials.
r I.3 STJBMMTALS
I A. Product Data: For railings assembled from standard components, grout, anchoring cement, and
paint products.
I B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work.
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1. For installed products indicated to comply with design loads, include structural analysis
data signed and sealed by the qualified professional engineer responsible for theirI preparation.
I C. Samples: For each exposed finish required.
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I ORNAMENTAL RAILINGS 05721 - 1
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20031557.00 MENDIK RESIDENCE 3t20t2004
Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified
testing agency, according to ASTM E 894 and ASTM E 935.
QUALITY ASSURANCE
Product Options: Information on Drawings and in Specifications establishes requirements for
system's aesthetic effects and performance characteristics. Do not modify intended aesthetic
effects, as judged solely by Architect, except with Architect's approval.
Mockups: Build mockups to verifu selections made under sample submittals and to
demonstrate aesthetic effects and set quality standards for fabrication and installation.
l. Build mockups for each form and finish of railing consisting of two posts, top rail, infill
area, and anchorage system components.
PART 2 . PRODUCTS
MANUFACTURERS
Available Manufacturers: Subject to compliance with requirements, manufachrrers offering
products that may be incorporated into the Work include, but are not limited to, the following:
I . Steel and Iron Ornamental Railings:
Architectural Iron Designs, Inc.
Arlezzi.
Blum, Julius & Co., Inc.
Braun, J. G., Company; a division of the Wagner Companies.
hdital usA.
Lawler Foundry Corporation.
Livers Bronze Co.
Olin Wrought hon.
Regency Railings.
TT Triebenbacher - Bavarian hon Works Co.
Wagner, R & B, Inc.; a division of the Wagner Companres.
METALS
Brackets, Flanges, and Anchors: Same metal and finish as supported rails, unless otherwise
indicated.
Steel and lron:
l. Tubing: ASTM A 500 (cold formed) or ASTM A 513, Type 5 (mandrel drawn).
2. Bars: Hot-rolled, carbon steel complying with ASTM A29lA 29M, Grade 1010.
3. Plates, Shapes, and Bars: ASTM A 36/.{ 36M.
4. Castings: Either gray or malleable iron, unless otherwise indicated.
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ORNAMENTAL RAILINCS 0572t - 2
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20031557.00 MENDIK RESIDENCE 3/20t2004
a. Gray hon: ASTM A 48/A 48M, Class 30, unless another class is indicated or
required by structural loads.
b. Malleablekon: ASTM A47lA4'1M.
5. ExpandedMetal: ASTM F 1267, Type II (expanded and flanened), Class I (uncoated).
2.3 MISCELLANEOUS MATERIALS
A. Fasteners: Provide concealed fasteners, unless otherwise indicated-
l. Steel Components: Plated-steel fasteners complying with ASTM B 633, Class FelZn 25
for electodeposited zinc coating.
B. Anchors: Provide [cast-in-place] [chemical] [or] [torque-controlled expansion] anchors,
fabricated from corrosion-resistant materials with capability to sustain, without failure, a load
equal to six times the load imposed when installed in unit masonry and equal to four times the
load imposed when installed in concrete, as determined by testing per ASTM E 488.
C. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modihed-alkyd primer
complying with MPI#79.
D. Grout and Anchoring Cement: Factory-packaged, nonshrink, nonmetallic grout complying with
ASTM C I 107, or water-resistant, nonshrink, anchoring cement; recommended by manufacturer
for exterior use.
2.4 FABRICATION
A. General: Fabricate railings to comply with design, dimensions, and details indicated, but not
less than that required to support structural loads.
Welded Connections: Cope components at connections to provide close fit, or use fittings
designed for this purpose. Weld all around at connections, including at fittings.
Mechanical Connections: Connect members with concealed mechanical fasteners and fittines.
Form changes in direction by bending or by inserting prefabricated elbow fittings.
Form curves by bending in jigs to produce uniform curvature; maintain cross section of member
throughout bend without cracking or otherwise deforming exposed surfaces.
Close exposed ends of hollow railing members with prefabricated end fittings.
Provide wall retums at ends of wall-mounted handrails. unless otherwise indicated.
Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings,
and anchors to interconnect railing members to other work, unless otherwise indicated.
2.5 FINISHES
A. Steel and kon:
ORNAMENTAL RAILINGS
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l.Galvanized Railings: Hot-dip galvanize exterior railings, after fabrication, to comply
with ASTM A, l23lAI23M. Provide hot{ip galvanized fittings, brackets, fasteners,
sleeves, and other ferrous components.
Shop-Primed Galvanized Railings: After galvanizing, clean railings, treat with metallic-
phosphate process, and apply primer to comply with SSPC-PA l.
PART 3 - EXECUTION
INSTALLATION
General: Perform cutting, drilling, and fitting required for installing railings. Set railings
accurately in location, aligrrment, and elevation.
l. Set posts plumb within a tolerance of 1/16 inch in 3 feet (2 mm in I m).
2. Align rails so variations from level for horizontal members and variations from parallel
with rake of steps and ramps for sloping members do not exceed l/4 inch in 12 leet (5
mm in 3 m).
Coat concealed surfaces of aluminum that will be in contact with grout, concrete, masonry,
wood, or dissimilar metals, with a heavy coat of bituminous paint.
Anchor posts to metal surfaces as indicated using fittings designed and engineered for this
purpose.
Anchor railing ends to concrete and masonry with brackets on underside of rails connected to
railing ends and anchored to wall construction with anchors and bolts.
Attach handrails to wall with wall brackets.
1. For steel-framed partitions, fasten brackets to steel framing or concealed steel
reinforcements using self-tapping screws of size and type required to support structural
loads.
Touchup Painting: Immediately after erection, clean abraded areas and paint exposed areas
with same material as used for shop painting.
END OF SECTION 0572I
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SECTION 06105 - MISCELLANEOUS CARPENTRY
PART I -GENERAL
I.1 STJMMARY
I A. This Section includes the followrng:r l. Miscellaneous lumber.
2. Shelvine and clothes rods.
I 3. Panelpioducts.I
I 1.2 SI.JBMIT'TALS
I A. Product Data: For each type ofprocess and factory-fabricated product indicated.
I 1. Include data for wood-preservative and fre-retardant treatment from chemical treatment
manufacturer and certification by treating plant that materials comply with requirements.
I B. Research/Evaluation Reports: For the following:I
l. Preservative-keatedwood.
I 2. Fire-retardant-treated wood.
l| 3. Power-driven fasteners.
I PART2-PRODUCTS
I 2.1 WOOD PRODUCTS, GENERALI
A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American
I Lumber Standards CommitG Board of Review.I
I . Factory mark each piece of lumber with grade stamp of grading agency.
I 2. For exposed lumber indicated to receive stained or natural finish, mark grade stamp on
I end or back ofeach piece.
3. Provide dressed lumber, S4S, unless otherwise indicated.
I 4. Provide dry lumber with 15 percent maximum moisture content at time of dressing for 2-
t inch nominal (38-mm actual) thickness or less, unless otherwise indicated.
B. Wood Structural Panels:
II l. Plywood: DOC PS 1 or DOC PS 2, unless otherwise indicated.
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MISCELLANEOUSCARPENTRY 06105 - I
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20031557.00 MENDIKRESIDENCE 3/t0/2004
WOOD-PRESERVATIVE-TREATED MATERTALS
Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood),
except that lumber that is not in contact with the ground and is continuously protected from
liquid water may be treated according to AWPA C31 with inorganic boron (SBX).
Kiln-dry material after treatment to a maximum moisture content of 19 percent for lumber and
l5 percent for plywood.
Mark each treated item with the treatment quality mark of an inspection agency approved by the
American Lumber Standards Committee Board of Review.
Application: Treat items indicated on Drawings, and the following:
1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar
members in connection with roofing, flashing, vapor barriers, and waterproofing.
2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in
contact with masonrv or concrete.
FIRE-RETARDANT-TREATED MATERIALS
Where fire-retardant-treated materials are indicated, provide materials that comply with
performance requirements in AWPA C20 (lurnber) and AWPA C27 (plywood). Identi$ fire-
retardant-treated wood with appropriate classification marking of UL, U.S. Testing, Timber
Products lnspection, or another testing and inspecting agency acceptable to authorities having
jurisdiction.
l. Use Exterior type for exterior locations and where indicated.
2. Use lnterior Type A High Temperature (HT), unless otherwise indicated.
DIMENSION LUMBER
General: Of grades indicated according to the American Lumber Standards Committee
National Grading Rule provisions of the grading agency indicated.
MISCELLANEOUS LUMBER
Provide miscellaneous lumber for support or attachment of other construction, including the
following:
1. Rooftop equipment bases and support curbs.
2. Blocking.
3. Cants.
4. Nailers.
5 . Furring.
6. Grounds.
B. For items of dimension lumber size, provide Construction, Stud, or No. 2 grade lumber with 15
percent maximum moisture content of any species.
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20031557.00 MENDIKRESIDENCE 3n012004
For exposed boards, provide lumber, with 15 percent maximum moisture content, of eastem
white pine, Idaho white, lodgepole, ponderosa, or sugar pine; D Select (Quality) grade;
NELMA, NLGA, WCLIB, orWWPA.
For concealed boards, provide lumber with 15 percent maximum moish-ue content and any of
the following species and grades:
1. Mixed southem pine, No. 2 grade; SPIB.2. Eastem softwoods, No. 2 Common grade; NELMA.3. Northern species, No. 2 Common grade; NLGA.4. Westem woods, Construction or No. 2 Common grade; WCLIB or WWPA.
SHELVING AND CLOTHES RODS
Shelving: 3i4-inch ( l9-mm) medium-density fiberboard shelving with radiused front edge.
Clothes Rods: 1-1/2-inch- (38-mm-) diameter, clear, kiln-dried hardwood rods.
PANEL PRODUCTS
Miscellaneous Concealed Plywood: Exterior sheathing, span rating to suit framing in each
location, and thickness as indicated but not less than ll2 inch (13 mm).
Miscellaneous Exposed Plywood: DOC PS 1, A-D lnterior, thickness as indicated but not less
thmll2 inch (13 mm).
Telephone and Electrical Equipment Backing Panels: DOCPS 1, Exposure l, C-D Plugged,
fire-retardant treated, in thickness indicated or, if not indicated, not less than l/2 inch ( 12.7 mm)
thick.
FASTENERS
General: Where carpenty is exposed to weather, in ground contact, or in area of high relative
humidity, provide fasteners with hotdip zinc coating complying with ASTM A 153/A 153M.
Power-Driven Fasteners: CABO NER-272.
Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with wafer heads
and reamer wings.
PART 3 . EXECUTION
3.1 INSTALLATION
A. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit
carpenay to other construction; scribe and cope as needed for accurate fit. Locate [furring,]
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MISCELLANEOUSCARPENTRY 06105 - 3
20031557.00 MENDIK RESIDENCE 3110t2004
nailers, blocking, grounds, and similar supports to comply with requirements for attaching other
construction.
B. Securely attach carpentry work as indicated and according to applicable codes and recognized
standards.
C. Countersink fastener heads on exposed carp€ntry work and fill holes with wood filler.
D. Wood Stnrctural Panels: Comply with applicable recommendations contained in APA Form
No. E30K, "APA Design/Construction Guide: Residential & Commercial," for tlpes of
struchral-use panels and applications indicated.
END OF SECTION06105
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SECTION 06150 . WOOD DECKING
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PART 1-GENERAL
1.I SUMMARY
I A. This Section includes the following:t
1. Solid-sawnroof(soffitandceiling)decking.
t 1.2 SUBMITTALS
I A. Product Data
I B. Samples:
T l. Lumber and panel products for transparent finish, for each species and cut, finished on
one side and one edge.
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1.3 QUALTTY ASSURANCE
I A. Decking Standard: Comply with AITC 112, "Standard for Tongue-and-Groove Heavy Timber
Roof Deckins."
- 1.4 DELTVERY, STORAGE, AND HANDLING
I A. Schedule delivery ofwood decking to avoid extended on-site storage and to avoid delaying ther Work.
I PART2-PRODUCTS
I 2.t LUMBER, GENERAL
I A. General: Comply with DOC PS 20, "American Softwood Lumber Standard," and with
t applicable grading rules of inspection agencies certified by ALSC's Board of Review.
B. Grade Stamps: Factory mark with grade stamp of inspection agency on surfaces that will not be
I exposed to view.I
C. Moisture Content: Provide wood decking with 15 percent maximum moisture content at time of
I dressing.
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wooD DECKTNG 06150 - I
20031557.00 MENDIK RESIDENCE 3/21/2004
2.2 SOLID-SAWNWOODDECKING
A. Wood Species:
1. Interior: Walnut, Quarter Sawn.
2. Exterior: Rough Sawn, Western Red Cedar, plain sawn.
B. Decking Nominal Size: 1x6.
C. Decking Grade: Select(ed) Decking or Select Dex.
D. Surface and Edge Pattern: Smooth surface, Vee grooved.
2.3 FASTENERSANDACCESSORYMATERIALS
A. Exterior Fastener Material: Hotdip galvanized steel.
B. Sealant: Latex sealant compatible with substrates.
PART 3 - EXECUTION
3.I INSTALLATION
A. Solid-Sawn Wood Decking: Install to comply with referenced decking standard.
B. Apply joint sealant to seal roof decking at exterior walls at the following locations:
l. Between decking and supports located at exterior walls.
2. Between decking and exterior walls that butt against underside of decking.
3. Between tongues and grooves of decking over exterior walls and supports at exterior
walls.
C. Repair damaged surfaces and finishes after completing erection. Replace damaged decking if
repairs are not approved by Architect.
END OF SECTION 06150
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IWOOD DECKING 06r50 - 2
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SECTION 06401 - EXTERIOR ARCHMECTURAL WOODWORK
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PART I -GENERAI
r 1.1 sLJMMARY
I A. This Section includes the following:I
r. 1. Exterior standing and running him.
I 2. Exterior omamental work.f 3. Exterior frames and jambs.
4. Exterior siding.
I 5. Shop priming of exterior architectural woodwork.
f| 6. Shop finishing of exterior architectural woodwork.
I r.2 ST.IBMTTTALS
- A. Product Data: For wood-preservative materials and finishes indicated.
t- B. Shop Drawings: Include location of each item, dimensioned plans and elevations, large-scale
details, attachment devices, and other components.I
t C. Samples: For lumber for exterior wood stain finish, for each finish system and color, with one-
half of exposed surface finished.
r 1.3 QUALTTYASSURANCE
f A. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork
Quality Standards."
I PART2.PRODUCTS
t 2.r MATERTALS
I A. Fire-Retardant Treatment: For all exterior siding, use materials impregnated with fire-retardant
I chemicals per AWPA C20; exterior type or interior Type A as required.
I B. Wood-Preservative-Treated Materials, Nonpressure Process: Treat woodwork items indicated
I to receive water-repellent preservative toeatment to comply with AWPA Nl using the following
- preservative:
I ; Water-Repellent Preservative: Formulation containing 3-iodo-2-propynyl butylf carbamate (IPBC) complying with AWPA P8 as its active ingredient.
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2. Water-Repellent Preservative/lnsecticide: Formulation containing 3-iodo-2-propynyl
butyl carbamate (IPBC) as its active ingredient, combined with an insecticide containing
chlorpyrifos as its active ingredient, both complying with AWPA P8.
Nails: Hotdip galvanized.
Screws: Hotdip galvanized.
FIRE-RETARDANT-TREATED MATERIALS
Where fire-retardant-treated materials are indicated, provide materials that comply with
performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood). Identi$ fire-
retardant-treated wood with appropriate classification marking of UL, U.S. Testing, Timber
Products Inspection, or another testing and inspecting agency acceptable to authorities having
jurisdiction.
1. Use Exterior type for exterior locations and where indicated.
a. Exterior standing and running trim.
b. Exterior omamental work.
c. Exterior frames and jambs.
d. Exterior siding.
FABRICATION
Wood Moishre Content: 9 to 15 percent.
Complete fabrication, including assembly, finishing, and hardware application, to maximum
extent possible, before shipment to Project site. Disassemble components only as necessary for
shipment and installation. Where necessaqf for fitting at site, provide ample allowance for
scribing, trimming, and fitting.
Woodwork for Transparent Finish:
l. Grade: Custom.
2. Wood Species: Western red cedar.
Backout or groove backs of flat trim members and kerf backs of other wide, flat members,
except for members with ends exposed in finished work.
Shop Priming: Shop prime woodwork for paint finish with one coat of wood primer specified
in Division 9 Section "Painting."
1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to
concealed surfaces of woodwork. Apply two coats to surfaces installed in contact with
concrete or masonry and to end-grain surfaces.
Shop Finishing: Comply with AWI Section 1500 To greatest extent possible, finish
architectural woodwork at fabrication shop. Defer only frnal touchup and cleaning until after
installation.
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l. Grade: Custom.
2. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to
concealed surfaces of woodwork. Apply two coats to surfaces installed in contact with
concrete or masonry and to end-grain surfaces.
3. Finish System: To match existing.4. Sheen: To match existine.
r PART3-EXECUTION
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.. 3.I INSTALLATION
IJ A. Condition woodwork to average prevailing humidity conditions in installation areas before
installation. Before installing architectural woodworl examine shop-fabricated work for
completion and complete work as required, including backpriming and removal of packing.
B. Quality Standard: Install woodwork to comply with AwlSectionlT00 for the same grade
specified for type ofwoodwork involved.
C. lnstall woodwork true and shaight with no distortions. Shim as required with concealed shims.
a lnstall level and plumb to a tolerance of l/8 inch in 96 inches (3 mm in 2400 mm).
r D. Scribe and cut woodwork to lit adjoining work, and refinish cut surfaces or repair damaged
finish at cuts.
t E. Anchor woodwork to anchors or blocking built in or directly attached to subshates. Secure to
grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing. Use
I fine finishing nails for exposed nailing, countersunk and filled flush with woodwork.
1-F. Complete the finishing work specified to extent not completed at shop or before installation of
|) woodwork. Fill nail and screw holes with matching hlter where exposed.
!' G. Clean woodwork on exposed and semiexposed surfaces. Touch up shop-applied finishes to
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SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK
PART I -GENERAL
I.I SI.JMMARY
I A. This Section includes interior woodwork including for the lbllowing applications:?
3tr0t2004
1. Standing and running him.2. Wood cabinets.
3. Plasticlaminatecabinets.
4. Plastic-laminatecountertops.
5. Solid-stnfacing-materialcountertops.
6. Stairwork and rails.7. Frames and jambs.
8. Shop finishing of woodwork.
B. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips,
unless concealed within other construction before woodwork installation.
C. Plywood underlayment for stairs is interior architectural woodwork.
l. See Division 5 Section "Metal Stairs" for framine associated with stairwork.
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I l. Cabinet hardware and accessories.tt 2. Handrail brackets.
,l 3. Finishing materials and processes.
I B. Shop Drawings: Include location of each item, plans and elevations, large-scale details,
attachment devices, and other components.-1rll) C. Samples:
t l. Lumber and panel products for transparent frnish, for each species and cut, finished on
J one side and one edge.2. Lumber and panel products with shop-applied opaque finish, for each finish system and
a color, with exposed surface finished.
I 3. Plastic-laminate-clad panel products, for each type, color, pattem, and surface finish.- 4. Thermoset decorative-overlay surfaced panel products, for each type, color, pattern, and
f - surface finish.
I 5. Solid-surfacing materials.I
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"Architecfural Woodwork
construction, {inishes, and
indicating that woodwork
QUALITY ASSURANCE
Installer Qualifications: Fabricator of woodwork.
Quality Standard: Unless otherwise indicated, comply with AWI's
Quality Standards" for grades of interior architectural woodwork,
other requirements.
1. Provide AWI certification labels or compliance certificate
complies with requirements of grades specified.
t.4 PROJECT CONDITIONS
Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet
work is complete, and HVAC system is operating and maintaining temperature and relative
humidity at levels planned for building occupants during the remainder of the construction
period.
PART 2 - PRODUCTS
MATERIALS
Wood for Transparent Finish:
1. Species and Cut Walnut, rift sawn or cut.
Wood for Opaque Finish:
1. Species: Any closed-grain hardwood.
Wood Products:
I . Hardboard: AHA A135.4.
2. Medium-Density Fiberboard: ANSI 4208.2, Grade MD-Exterior Glue.
3. Particleboard: ANSIA208.l,Grade M-2-ExteriorGlue.
4. Softwood Plywood: DOC PS I, Medium Density Overlay.
5. Hardwood Plywood and Face Veneers: HPVA HP-I.
Thermoset Decorative Overlay: Particleboard or medium-density fiberboard with surface of
thermally fused, melamine-impregnated decorative paper complying with LMA SAT-1.
Clear Tempered Float Glass for Doors: ASTM C 1048, Kind FT, Condition A, Type I, Class 1,
Quality q3; manufactured by horizontal (roller-hearth) process, with exposed edges seamed
before tempering, 6 mm thick, unless otherwise indicated.
Hish-Pressure Decorative Laminate: NEMA LD 3.
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1. Available Manufacturers: Subject to compliance with requirements, manufachrers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a. FormicaCorporation.
b. International Paper; Decorative Products Div.c. Laminart.
d. Pioneer Plastics Corp.
e. Westinghouse Electric Corp.; Specialty Products Div.
f. Wilsonart Intemationall Div. of Premark Intemational, Inc.
FIRE-RETARDANT-TREATED MATERIALS
Fire-Retardant-Treated Lumber and Plywood: Materials impregnated with fire-retardant
chemical formulations to comply with AWPA C20 (lumber) and AWPA C27 (plywood),
Exterior T5rpe or Interior Type A. Use fire-retardant-treatment formulations that do not bleed
through or otherwise adversely affect finishes. Kilndry material after treatment.
Fire-Retardant Particleboard: Panels made from softwood particles and fire-retardant chemicals
mixed together at time of panel manufacture with flame-spread index of 25 or less and smoke-
developed index of25 or less per ASTM E 84.
Fire-Retardant Fiberboard: ANSI 4.208.2 medium-density fiberboard panels made from
softwood fibers, synthetic resins, and fire-retardant chemicals mixed together at time of panel
manufacture with flame-spread index of 25 or less and smoke-developed index of 200 or less
per ASTM E 84.
CABINET HARDWARE AND ACCESSORIES
General: Provide cabinet hardware and accessory materials for a complete installation of
architectural woodwork except for items specified in Division 8 Section "Door Hardware."
Hardware Standard: Comply with BHMA A156.9 for items indicated by referencing BHMA
numbers or items referenced to this standard.
Butt Hinges: [2-3l4-inch (70-mm), S-knuckle steel hinges made from 0.095-inch- (2.4-mm-)
thick metal] <Insert description or manufacturers and products>.
l. Semiconcealed Hinges for Flush Doors: [BHMA A156.9, 801361] <Insert description
or manufacturers and products>.
2. Semiconcealed Hinges for Overlay Doors: [BHMA A156.9, B0152U <fnsert
description or manufacturers and productg.
Frameless Concealed Hinges (European Type): [BIIMA A156.9, 801602, self-closing]
<Insert description or manufacturers and productg.
Wire Pulls: [Back mounted,4 inches (100 mm) long,5/16 inches (8 rnnr) in diameter]
<Insert description or manufacturers and products> Satin Nickel Plated: BHMA 619 for
brass or bronze base; BHMA 646 for steel base.
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F. Catches: [Magnetic, BHMA A156.9, 803141] <Insert description or manufacturers and
products>.
G. Adjustable Shelf Standards and Supports: [BHMA 4156.9, 804071; with shelf rests, 804081]
<lnsert description or manufacturers and productP.
H. Drawer Slides: [Side.mounted, full-extension, zinc-plated steel drawer slides with steel ball
bearings, BHMA A156.9, 805091,] <Insert description or manufacturers> and rated for the
following loads:
I . Box Drawer Slides: 100 lbf (440 N).
2. File Drawer Slides: 200 lbf (890 N).
3. Pencil Drawer Slides: 45 lbf (200 N).
Door Locks: [BHMAA156.II, E07l2l]
products>.
Drawer Locks: [BHMAA156.1l, 807041]
products>.
<Insert description or manufacturers
<Insert description or manufacturers and
Exposed Hardware Finishes: Complying with BHMAA156.18 for BHMA finish number
indicated.
l. Satin Nickel Plated: BHMA 619 for brass or bronze basel BIIMA 646for steel base.
INSTALLATION MATEzuALS
Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, fire-retardant-
treated, kilndried to less than l5 percent moisture content.
Handrail Brackets: Julius Blum #170 Brushed Nickel-Silver. Sized to provide l-li2-inch (38-
mm) clearance between han&ail and wall.
Guardrail Balusters: l-l/2" Square (Solid) Alloy C79800 (BrushedNickel Silver).
Guardrail Angels, Channels, Bars, and Accessories: Alloy C79800 (Brushed Nickel Silver)..
FABRICATION
General: Complete fabrication to maximurn extent possible before shipment to Project site.
Where necessary for htting at site, provide allowance for scribing, trimming, and fitting.
l. lnterior Woodwork Grade: Premium complying with the referenced quality standard.
2. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove
splinters and burrs.
3. Seal edges of openings in countertops with a coat of vamish.
4. Install glass to comply with applicable requirements in GANA's "Glazing Manua[." For
glass in wood frames, secure glass with removable stops.
5. For trim items wider than available lumber, use veneered construction. Do not glue for
width.
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6. Backout or groove backs of flat trim members and kerf backs of other wide, flat
members, except for members with ends exposed in finished work.
7 . Assemble casings in plant except where limitations of access to place of installation
require field assembly.
Wood Cabinets for Transoarent Finish:
AWI Type of Cabinet Construction: Flush overlay.
Grain Matching: Run and match grain horizontally for drawer fronts, doors, and fixed
panels.
Matching of Veneer Leaves: Slip match.
Veneer Matching within Panel Face: Balance and Center match.
Semiexposed Surfaces Other Than Drawer Bodies: Match species and cut indicated for
exposed surfaces.
Drawer Sides and Backs: Solid-hardwood lumber, same species indicated for
exposed surfaces.
Drawer Bottoms: Hardwood plywood, same species indicated for exposed
surfaces.
Provide dust panels of l/4-inch (6.a-mm) plywood or tempered hardboard above
compartments and drawers, unless located directly under tops.
Wood Cabinets for Opaque Finish:
1. AWI Type of Cabinet Construction: Flush overlay.
2. Species for Exposed Lumber Surfaces: Any closed-grain hardwood.
3. Panel Product for Exposed Surfaces: Mediumdensity overlay.
4. Semiexposed Surfaces Other Than Drawer Bodies: Match materials indicated for
exposed surfaces.
a. Drawer Sides and Backs: Solid-hardwood lumber.
b. Drawer Bottoms: Hardwood plywood.
5. Provide dust panels of I /4-inch (6.4-mm) plywood or tempered hardboard above
compartments and drawers, unless located directly under tops.
D. Plastic-LaminateCabinets:
AWI Type of Cabinet Construction: Flush overlay.
Laminate Cladding for Exposed Surfaces: High-pressure decorative of grade indicated.
Horizontal Surfaces Other Than Tops: HGL.
Postformed Surfaces: HGP.
Vertical Surfaces: VGS.
Edges: VGS.
Colors, Pattems, and Finishes: As selected from manufacturer's full range.
Provide dust panels of l/4-inch (6..1-mnr) plywood or tempered hardboard above
compartments and drawers, unless located directly under tops.
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INTERIOR ARCHITECTURAL WOODWORK 06402 - 5
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Plastic-Laminate Countertops :
1. High-Pressure Decorative Laminate Grade: HGS.
2. Colors, Pattems, and Finishes: As selected from manufacturer's full range.
3. Edge Treatment: Same as laminate cladding on horizontal surfaces.
4. Core Material at Sinks: Exterior-grade plywood.
Stairwork and Rails:
l. Stringers: Transparent hnish.
2. Handrails: Transparent finish.
3. Scotia, Cove, and Other Moldings: Transparent finish.
Fire-Rated lnterior Frames and Jambs: Products fabricated from fire-retardant particleboard or
fire-retardant mediumdensity fiberboard with veneered, exposed surfaces and listed and labeled
by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings
indicated, based on testing according to NFPA 252.
l. Test Pressure: Test at atmospheric pressure.
2. Fire Rating: 20 minutes.
SHOP FINISHING
Finish architectural woodwork at fabrication shop. Defer only final touchup, cleaning, and
polishing until after installation.
Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed
surfaces of woodwork.
Transparent Finish: Comply with requirements indicated below for grade, finish system,
staining, and sheen, with sheen measured on 60-deg ree gloss meter per ASTM D 523:
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Grade: Premium.
AWI Finish System: TR-4, conversion varnish.
Staining: Match sample.
Wash Coat for Stained Finish: Apply a vinyl wash coat to woodwork made from closed-
grain wood before staining and finishing.
Sheen: Flat, l0-25 gloss units.
Opaque Finish: Comply with requirements indicated below for grade, finish system, color,
effect, and sheen, with sheen measured on 60-deg ree gloss meter per ASTM D 523.
1. Grade: Premium.
2. AWI Finish System: OP4, conversion varnish.
3. Color: As selected in finish system specified.
4. Sheen: Flat, 10-25 gloss units.
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MENDIKRESTDENCE 3/r0t2004
INSTALLATION
Condition woodwork to average prevailing humidity conditions in installation areas and
examine and complete work as required, including removal of packing and backpriming before
installation.
B. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade
specified in this Section for type of woodwork involved.
Install woodwork level, plumb, true, and shaight to a tolerance of 1/8 inch in 96 inches (3 mm
in 2400 mm). Shim as required with concealed shims.
Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces and repair damaged
finish at cuts.
Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with
countersunlg concealed fasteners and blind nailing as required for complete installation. Use
fine hnishing nails or finishing screws for exposed fastening, countersunk and filled flush with
woodwork and matching final finish if transparent finish is indicated.
Standing and Running Trim: Install with minimum number ofjoints possible, using full-length
pieces (from maximum length of lumber available) to greatest extent possible. Fill gaps, if any,
between top of base and wall with plastic wood filler, sand smooth, and finish same as wood
base, if finished.
Cabinets: Install without distortion so doors and drawers fit openings properly and are
accurately aligned. Adj ust hardware to center doors and drawers in openings and to provide
unencumbered operation.
l. Fasten wall cabinets through baclg near top and bottom, at ends and not more than 16
inches (400 mm) o.c. with No. l0 wafer-head sheet metal screws through metal backing
or metal framing behind wall finish.
Countertops: Anchor securely by screwing through comer blocks of base cabinets or other
supports into underside of countertop. Calk space between backsplash and wall with sealant
specified in Division 7 Section "Joint Sealants."
Stairwork and Rails: Glue treads to risers, and glue and nail treads and risers to carriages. Glue
and dowel or pin railings to newel posts Support wall railings on indicated metal brackets
securely fastened to wall framing.
l. lnstall stairwork with treads and risers no more than 1i8 inch (3 mm) from indicated
position and no more than l/16 inch (1.5 nlnl) out of position for adjacent teads and
nsers.
END OF SECTION 06402
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SECTION 07142 - HOT FLUID-APPLIED WATERPROOFING
3t9/2004
PART 1-GENERAL
- l.l SUMMARY
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A. This Section includes reinforced hot fluid-applied waterproofing membrane.
1.2 SUBMITTALS
A. Product Data: Include manufacturer's written instructions for evaluating, preparing, and heating
substrate, technical data, and tested physical and performance properties.
B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate
joints and cracks, sheet flashings, penetrations, inside and outside comers, tie-ins to adjoining
waterproofing, and other termination conditions.
C. Product test reports.
1.3 QUALmYASSURANCE
A. Installer Qualifications: A qualified installer, approved by manufacturer to install
manufacfurer's products; and who is eligible to receive waterproofing warrant5r specified.I
1.4 PROJECT CONDITIONS
i A. Environmental Limitations: Apply waterproohng within the range of ambient and substate! temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a
damp or wet substrate, or when temperature is below 0 deg F (minus I 8 deg C).
I.5 WARRANTY
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manufacturer agrees to repair or replace waterproofing and sheet flashings that do not comply
I with requirements or that do not remain watertight for a period of 10 years after date of
I Substantial Completion.
I PARr2-PRoDUcrs
I 2.1 MANUFAcTURERS
T A. Available Products: Subject to compliance with requirements, products that may be
I incorporated into the Work include, but are not limited to, the following:
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Products: Subject to compliance with requirements, provide one of the following:
l. American Hydrotech, Inc.; Monolithic Membrane 6125.
MATERIALS
Membrane: Single-component; 100 percent solids; hot fluid-applied, rubberized asphalt
complying with CAN/CGSB-37.50. American Hydrotech, Inc.; Monolithic Membrane 6125
Primer: American Hydrotech, Inc, Surface Conditioner.
Elastomeric Flashing Sheel 60-mil- (1.3-mm-) minimunr, nonstaining, uncured sheet neoprene.
American Hydrotech, Inc, Flex Flash UN.
Reinforcing Fabric: Manufacturer's recommended spun-bonded polyester fabric.
Separation Sheet/Protection Course: Semirigid sheets of fiberglass-reinforced-rubberized
asphaltic sheet, pressure laminated between 2 asphalt-saturated fibrous liners and nominal
thickness 1/4 inch (6 mm).
MOLDED-SHEET DRAINAGE PANELS
Woven-Geotextile-Faced, Molded-Sheet Drainage Panel: Manufactured composite subsurface
drainage panels consisting of a woven-geotextile facing with an apparent opening size not
exceeding No. 40 (0.43-mm) sieve laminated to 1 side of a 3-dimensional, nonbiodeg radable,
molded-plastic-sheet drainage core, with a horizontal flow rate not less than 2.8 gpm per {1. (35
L/min. per m). American Hydrotech, Inc, Hydrodrain.
PART 3 - EXECUTION
3.I PREPARATION
A. Clean and prepare substrate according to manufacfurer's written instructions. Provide clean,
dust-free, and dry substate for waterproofing application.
B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage and overspray
affecting other construction.
C. Close off deck drains and other deck penehations to prevent spillage and migration of
waterproofing fluids.
D. Remove grease, oil, form-release agents, paints, curing compounds, and other penekating
contaminants or film-forming coatings from concrete.
Remove fins, ridges, and other projections and fill honeycomb, aggregate pockets, and other
voids.
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JOINT AND CRACK TREATMENT
Prepare, treat, rout, and fill joints and cracks in substrate according to CAN/CGSB-37.51,
"Application of Rubberized Asphalt, Hot-Applied, for Roofing and Waterproofing," and
waterproofi ng manufachrrer's written insfuctions.
Install elastomeric sheet reinforcement and bond to deck and wall substrates where indicated or
required- Extend elastomeric sheet reinforcement a minimum of i8 inches (150 mm) onto
perpendicular surfaces and other work penetrating substrate.
Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing
and at drains and sleeves.
l. At expansion joints and discontinuous deck-to-wall or deck-to-deck joints, bridge joint
with sheet flashing extended along each side ofjoint and securely bond to substrate.
2. Install elastomeric flashing sheet at terminations and adhere to deck and wall substrates
in a layer of hot, rubberized asphalt.
MEMBRANE APPLICATION
A. Apply rubberized asphalt according to CANiCGSB-37.51 and manufacturer's written
instructions.
c.
Heat rubberized asphalt in an oil- or air-jacketed melter with mechanical agitator specifically
designed for heating rubberized-asphalt waterproofing.
Apply primer, at rnanufacturer's recommended rate, over prepared substrate and allow to dry.
Reinforced Membrane: Apply waterproofing to substrates and adjoining surfaces indicated.
Spread hot fluid-applied, rubberized asphalt to a thickness of 90 mils (2.3 mm); embed
reinforcing fabric, overlapping sheets 2 inches (50 mm); and spread another 125-mi1- (3.2-mm-)
thick layer to provide a uniform, reinforced, seamless membrane 215 mils (5.5 nrm) thick.
Apply waterproofing over prepared joints and up wall terminations and vertical surfaces to
heights indicated or required by manufacturer.
lnstall protection course with overlapped joints while rubberized asphalt is still hot.
MOLDED-SHEET DRAINAGE PANEL INSTALLATION
Place and secure molded-sheet drainage panels to substrate according to manufacturer's written
instructions. Use adhesives that do not penetrate waterproofing. Lap edges and ends of
geotextile to maintain continuity. Protect installed molded-sheet drainage panels during
subsequent construction.
PROTECTING AND CLEANING
Do not permit foot or vehicular traffic on unprotected horizontal membrane.
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B. Protect waterproofing from damage and wear during remainder ofconsfruction period. t
C. Clean spillage and soiling from adjacart construction using cleaning agents and procedrree I
recommended by manufachrer ofaffected consbrrctiqr
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SECTION 072 I O - BUILDING INSULATIONI
I ' PART I -GENERAL
I.1 SUMMARY
I A. This Section includes the following:t l. Cavity wall insulation.
2. Concealed building insulation.
I 3. Loose-fill buildinfinsulation.ll 4. Vapor retarders.
I r.2 suBMrrrArs
i A. Product Data: For each product indicated.
It B. Product test reports.
I C. Research/evaluation reports.t
I 1.3 eUALTTYASSURANCEIA. Fire-Test-Response Characteristics: Provide insulation and related materials with the fire-test-
I response characteristics indicated, as determined by testing identical products per ASTM E 84
I for surface-burning characteristics and other methods indicated with product, by UL or another
testing and inspecting agency acceptable to authorities having jurisdiction. Identifu materials
l, with appropriate markings of applicable testing and inspecting agency.
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I, PART2-PRODUCTS
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2.1 INSULATING MATERIALSL
I A. General: Provide insulating materials that comply with requirements and with referenced
standards and, for preformed units, in sizes to fit applications indicated, selected from
I manufacturer's standard thicknesses, widths, and lengths.
I B. Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV, 1.60 lb/cu. ft. (26 kg,rcu. m),
g1 with maximum flame-spread and smoke-developed indices of 75 and 450, respectiv€ly.
Ir. C. Slag-Wool-/Rock-Wool-Fiber Board Insulation:
I D. Mineral-fiber blanket insulation consisting of fibers manufactured from glass:
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BUILDING INSULATION Q7210 - |
2003 t557.00 MENDIKRESIDENCE 3/9/2004
1. Unfaced Mineral-Fiber Blanket Insulation: ASTM C 665, Type I; with maximum flame-
spread and smoke-developed indices of25 and 50, respectively; passing ASTM E 136 for
combustion characteristics.
Glass-Fiber Loose-Fill lnsulation: ASTM C 764 for type (method of application) indicated
below; maximum flame-spread and smoke-developed indices ol5, and as follows:
l. Type I for pneumatic application.
2. Type 2 for poured application.
VAPOR RETARDERS
Fire-Retardant, Reinforced-Polyethylene Vapor Retarders: 2 outer layers of polyethylene film
laminated to an inner reinforcing layer consisting of either a nonwoven grid of nylon cord or
polyester scrim and weighing not less than22 lb,'1000 sq. ft. ( l0 kgl100 sq. m), with maximum
perrneance rating of 0.1317 perm (7.53 ng/Pa x s x sq. m), and flame-spread and smoke-
developed indices ofnot more than 5 and 60, respectively.
Vapor-Retarder Tape: Pressure-sensitive tape of type recommended by vapor-retarder
manufacturer for sealing joints and penehations in vapor retarder.
AUXILIARY INSULATING MATERIALS
Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation
securely to substrates indicated without damaging insulation and subshates.
PART 3 - EXECUTION
INSTALLATION
General: Install insulation to comply with insulation manufacturer's written instructions
applicable to products and application indicated. Extend insulation in thickness indicated to
envelop entire area to be insulated. Cut and fit tightly around obstrucfions and fill voids with
insulation. Remove projections that interfere with placement.
l. lnstall mineral-fiber blankets in cavities formed by framing members according to the
following requirements:
a. Use blanket widths and lengths that fill the cavities formed by framing members.
If more than one length is required to fill cavity, provide lengths that will produce
a snug ht between ends.
b. Place blankets in cavities formed by framing members to produce a friction fit
between edges of insulation and adjoining framing members.
2. For metal-framed wall cavities where cavity heights exceed 96 inches (24-ili mm) support
unfaced blankets mechanically and support faced blankets by taping stapling flanges to
flanses of metal sfuds.
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3. Stuff glass-fiber, loose-fill insulation into miscellaneous voids and cavity spaces where
shown. Compact to approximately 40 percent of normal maximum volume equaling a
density of approximately 2.5 lb/cu. ft. (40 kglcu. m).
B. lnstallation of Vapor Retarders: Extend vapor retarder to exhemities of areas to be protected
from vapor transmission. Secure in place with adhesives or other anchorage system as
indicated. Extend vapor retarder to cover miscellaneous voids in insulated substrates, including
those filled with loose-fiber insulation.
l. Seal vertical joints in vapor retarders over framing by lapping not less than two wall
studs. Fasten vapor retarders to framing at top, end, and bottom edges; at perimeter of
wall openings; and at lap joints. Space fasteners 16 inches (406 mm) o.c.
2. Seal overlapping joints in vapor retarders with adhesives or vapor-retarder tape according
to vapor-retarder manufacturer's instructions. Seal butt joints and fastener penetrations
with vapor-retarder tape. Locate all joints over framing members or other solid
substrates.
3. Firmly attach vapor retarders to subsftates with mechanical fasteners or adhesives as
recommended by vapor-retarder manu facturer.
4. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating
vapor retarders with vapor-retarder tape to create an airtight seal between penetrating
objects and vapor retarder.
5. Repair any tears or punctures in vapor retarders immediately before concealment by other
work. Cover with vapor-retarder tape or another layer of vapor retarder.
END OF SECTIONOT21O
BUILDING INSULATION 072t0 - 3
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SECTION 07241 - EXTERIOR INSULATION AND FINISH SYSTEMS - CLASS PB
Iv PART I -GENERAL
1.I RELATED DOCUMENTS
I A. Drawings and general provisions of the Contract, including General and Supplementary
- Conditions and Division 1 Specification Sections, apply to this Section.
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T 1.2 SUMMARY
) A. This Section includes the following:
t 1. Exterior insulation and finish system (EIFS) applied over the following:^ a. Glpsum sheathing.
It B. Related Sections include the following:
I l. Division 5 Section "Cold-Formed Metal Framing" for glpsum sheathing and water-
I, /weather-resistive-barrier metal framing.
_ 2. Division 7 Section "Joint Sealants" for sealing joints in EIFS with elastomeric joint
sealants.
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I 1.3 DEFINITIONS
I A. EIFS: Exterior insulation and finish system(s).
f B. Class PB EIFS: A "nonload bearing, exterior wall cladding system that consists of an insulationt board attached either adhesively, mechanically, or both to the substrate; an integrally reinforced
-. base coat; and a textured protective finish coat," as defrned by ASTM C 1397.
-,a 1,4 PERFORMANCEREQUIREMENTS
,az
I A. EIFS Performance: Comply with the following:
I l. Bond Integrity: Free from bond failure within EIFS components or between system and
I supporting wall construction, resulting from exposure to fire, wind loads, weather, or
other in-service conditions.
a 2. Weathertightness: Resistant to water penetration from exterior into EIFS and assembliesI i":TlH"":H",,x-*:::T,':n"if.T#,::"$T*'r[T:i:#ff::tTli:Ti*',ffi:
substrates, supporting wall construction, and interior finish.
ll B. Class PB EIFS: Provide EIFS having physical properties and structural performance that
^ comply with the following when tested per methods referenced:-
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7.
Abrasion Resistance: Sample consisting of l-inch- (25.4-rnm-) thick EIFS mounted on
1/2-inch- (12.7-mm-) thick gypsum board; cured for a minimum of 28 days; and showing
no cracking, checking, or loss of film integrity after exposure to 528 quarls (500 L) of
sand when tested per ASTM D 968, Method A.
Accelerated Weathering Characteristics: Sample of size suitable for test equipment and
consisting of l-inch- (25.4-mm) thick EIFS mounted on l/2-inch- (12.7-rnm-) thick
gypsum board; cured for 28 days; and showing no cracking, checking, crazing, erosion,
rusting, blistering, peeling, or delamination after testing for 2000 hours when viewed
under 5 times magnification per ASTM G 23, Method 1, or ASTM G .
Absorption-Freeze Resistance: No visible deleterious effects and negligible weight loss
after 60 cycles per EMA l0l.0l.
Mildew Resistance of Finish Coat: Sample applied to 2-by-2-inch (50.8-by-50.8-mm)
clean glass substrate, cured for 28 days, and showing no growth when tested per
ASTM D 3273.
Salt-Spray Resistance: Sample consisting of f -inch- (25.4-mm-) thick EIFS mounted on
I l?-inch- ( 12.7-mm-) thick glpsum board; cured for 28 days; and showing no cracking,
checking, crazing, erosion, rusting, blistering, peeling, or delamination after testing for
300 hours per ASTM B 117.
Tensile Adhesion: No failure in the adhesive, base coat, or finish coat. Minimum 5-psi
(34.5-kPa) tensile strength before and after freeze-thaw and accelerated weathering tests
per EIMA 101.03.
Water Penehation: Sample consisting of l-inch- (25.4-mm-) thick EIFS mounted on 1i2-
inch- (12.7-mm-) thick gypsum board, cured for 28 days, and showing no water
penehation into the plane of the base coat to expanded polystyrene board interface of the
test specimen after l5 minutes at 6.24 lbflsq. tt. (299 Pa) of air pressure difference or 20
percent of positive design wind pressure, whichever is greater, across the specimen
during a test period when tested per EMA 101.02.
Water Resistance: Sample consisting of l-inch- (25.4-mrn-) thick EIFS mounted on l/2-
inch- (12.7-mm-) thick gypsum board; cured for 28 days; and showing no cracking,
checking, crazing, erosion, rusting, blistering, peeling, or delamination after testing for 14
days per ASTM D 2247.
Impact Resistance: Sample consisting of I -inch- (25.4-mm-) thick EIFS when
constructed, conditioned, and tested per EIMA 101.86; and meeting or exceeding the
following impact classification and range:
a. Standard Impact Resistance: 25 to 49 inch-lb (2.ti to 5.6 J).
10. Positive and Negative Wind-Load Performance: Sample assernbly, 48 by 48 inches
(1220 by 1220 mm) in size, consisting of studs, sheathing, and l-inch- (25.4-mm-) thick
EIFS; and showing capability to withstand wind loads indicated when tested per
ASTM E 330.
I L Drainage: 3 samples capable of draining water, and having an average minimum true
drainage efficiency of 90 percent when tested per EMA 200.2.
Water-AVeather-Resistive-Barrier Coating: With physical properties that comply with the
following when te sted on substrate per methods referenced:
I . Tensile Adhesion: No failure in bond when 5 samples of water-/weather-resistive coating
are applied to substrate and tested at a minimum l5-psi (105-kPa) flatwise tensile
strength per ASTM C 297.
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Absorption-Freeze Resistance: No visible deleterious effects and negligible weight loss
after 60 cycles per EIMA 101.01.
Water Penetration: 3 samples each sized not less than 4 by 8 t-eet ( 12 19 by 243E nrm);
consisting of coating applied to substrate including a minimum of 2 vertical joints and I
horizontal joint within sheathing substrate, each joint not less than 0.125 inch (3.2 mm)
wide; and tested sequentially as follows:
a. Passing 10 cycles at 80 percent positive design load (design load is defined as
ultimate load with a safety factor of 3.0 imposed) as the maximum test load when
tested in accordance with ASTM E 1233., Procedure A.
b. No water penehation on the plane of the exterior-facing side of substrate after 75
minutes at 6.24 lbf/sq. [t. (299 Pa) of air-pressure difference or 20 percent of
positive design wind pressure, whichever is greater, across the specimen during a
test period when tested per ASTM E 331 .
Water Resistance: 3 samples, each sized not less than 4 by 6 inches (102 by 152 mm)
and consisting of coating applied to subshate, showing no cracking, checking, crazrng,
erosion, blistering, peeling, or delamination after tesfing for 14 days per ASTM D 2247.
Water Vapor Transmission: Three samples prepared by applying the coating, at
recommended thickness, to a nonadhesive surface and removing cured coating film.
Average thickness is determined from material density, area, and weight and samples are
tested per ASTM E 96 after conditioning at 75 plus or minus 5 deg F (24 plus or minus 3
deg C) and 50 percent relative humidity for 40 hours before testing, with results meeting
or exceeding grade requirements in Table l4-l-A of UBC Standard l4-1.
C.
SUBMITTALS
Product Data: For each type and component of EIFS indicated.
Samples for Initial Selection: For each type of finish-coat color and texture indicated.
1. Include similar Samples ofjoint sealants involving color selection.
Samples for Verification: 24-inch- (600-mnr-) square panels for each type of finish-coat color
and texture indicated, prepared using same tools and techniques intended for actual work
including a typical control joint filled with sealant of color selected.
l. Include sealants Samples to verify color selected.
Qualification Data: For Installer.
Compatibility and Adhesion Test Reports: For joint sealants from sealant manufacturer
indicating the following:
1. Materials forming joint subshates and joint-sealant backings have been tested for
compatibility and adhesion with joint sealants.
2. Interpretation of test results and written recommendations for primers and substrate
preparation needed for adhesion.
F. Maintenance Data: For EIFS to include in maintenance manuals.
EXTERIOR INSULATION AND FINISH SYSTEMS - CLASS PB 07241 - 3
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1.7
QUALITY ASST]RANCE
Installer Qualifications: An installer who is certified in writing by EtrS manufacturer as
qualified to install manufacturer's system using trained workers.
Source Limitations: Obtain EIFS through one source from a single EIFS manufacturer and
from sources approved by EIFS manufacturer as compatible with system components.
Fire-Test-Response Characteristics: Provide EIFS and system components with the following
fire-test-response characteristics as determined by testing identical EIFS and system
components per test method indicated below by UL or another testing and inspecting agency
acceptable to authorities having jurisdiction. IdentiS products with appropriate markings of
applicable testing and inspecting agency.
l. Fire-Resistance Characteristics: Provide materials and construction tested for fire
resistance per ASTM E I19.
DELTVERY, STORAGE, AND HANDLING
Deliver materials in original, unopened packages with manufacturers' labels intact and clearly
identifring products.
Store materials inside and under cover; keep them dry and protected from weather, direct
sunlight, surface contamination, aging, corrosion, damaging temperafures, construction traffic,
and other causes.
1. Stack insulation board flat and off the ground.
2. Protect plastic insulation against ignition at all times. Do not deliver plastic insulating
materials to Project site before installation time.
3. Complete installation and concealment of plastic materials as rapidly as possible in each
area of construction.
PROJECT CONDITIONS
Weather Limitations: Maintain ambient temperatures above 40 deg F (4.4 deg C) for a
minimum of 24 hours before, during, and after adhesives or coafings are applied. Do not apply
EIFS adhesives or coatings during rainfall. Proceed with installation only when existing and
forecasted weather conditions and ambient outdoor air and substrate temperafures permit EIFS
to be applied, dried, and cured according to manufacturers' written insbuctions and warranty
requirements.
Field Measurements: Verify actual dimensions required for prefabricated panels by held
measurements before fabrication and indicate measurements on Shop Drawings.
1. Established Dimensions: Where field measurements cannot be made without delaying
the Work, establish dimensions and proceed with fabricating prefabricated panels without
field measurements. Coordinate construction to ensure that actual dimensions corresoond
to established dimensrons.
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EXTERIOR INSULATION AND FINISH SYS'TEMS - CLASS PB 0'7241 ,4
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I l.e cooRDrNArroN
I A. Coordinate installation of EIFS with related Work specified in other Sections to ensure that wall
I assemblies, including sheathing, water-/weather-resistive banier, flashing, trim, joint sealants,
windows, and doors, are protected against damage from the effects of weather, age, corrosion,
I moisture, and other causes. Do not allow water to penetrate behind flashing and protective
t coating of barrier EIFS.
11 B. Coordinate panel fabrication schedule with construction progress to avoid delaying the Work.r
PART 2 . PRODUCTSIf
2.1 MANI.JFACTURERS
t A. Available Manufacturers: Subject to compliance with requirements, manufacturers oflering
products that may be incorporated into the Work include, but are not limited to, the following:
I B. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
t 1. class PB EIFS:t
a. Acrocrete, Inc.
b. Bonsal, W. R. Co.
c. Corev America, Inc.
d. Dryvit Systems, Inc.
e. El Rey Stucco Company, Inc.
f. Finestone - Simplex Products Division.
C. Master Wall, lnc.
h. Omega Products Intemational, Inc.
i. Parex, Inc.j. Pleko Systems Intemational, Inc.
k. Retro Tek/Excel LLC.
l. Senergy Inc.; SKW-MBT Constuction Chemicals.
m. Shurcoat Wall Systems; VenTex, Inc.
n. Sonneborn, Div. of ChemRex, Inc.; SKW-MBT Construction Chemicals.
o. Sto Corp.
p. Stuc-O-Flex International, Inc.
q. TEC Inc.; An H. B. FullerCompany.
2.2 MATERIALS
I A. Compatibility: Provide substrates, water-/weather-resistive barriers, adhesive, fasteners, board
insulation, reinforcing meshes, base- and finish-coat systems, sealants, and accessories that are
I compatible with one another and approved for use by EIFS manufacturer for Project.
B. Colors, Textures, and Patterns of Finish Coat: Match Existins.
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1. Fasteners: Wafer-head or hard-roc steel drill screws complying with ASTM C 954, with
an organic-polymer coating or other corrosion-protective coating havirrg a salt-spray
resistance ofmore than 500 hours per ASTM B 117.
a. Size and Length: As recommended by sheathing manufacturer for type and
thickness of sheathing board to be attached.
Water-AVeather-Resistive Barrier: Provide one of the following:
I . Water-AVeather-Resistive-Barrier Coating: EIFS manufacturer's standard formulation
and accessories designed for indicated use, compatible with substrate, and complying
with performance requirements indicated.
a. Sheathing Joint Compound and Tape: Type recommended by EIFS manufacturer
for sealingjoints between and penetrations through sheathing.
Polymer-Based Building Wrap: ASTM E 1677, Type I air retarder; with flame-spread
and smokedeveloped indexes of less than 25 and 450, respectively, when tested
according to ASTM E 84; and LIV stabilized; with pressure-sensitive plastic tape
recommended by building wrap manufacturer for sealing joints between and penetrations
through building wrap.
a. Product: Subject to compliance with requirements, provide "Tyvek StuccoWrap"
by DuPont Tyvek Weatherization Systems (E. I. duPont de Nemours and
Company).
Primer/Sealer: EIFS manufacturer's standard substrate conditioner designed to seal substrates
from moisture penetration and to improve the bond between substrate of type indicated and
adhesive used for application ofinsulation.
Flexible-Membrane Flashing: Cold-applied, fully self-adhering, self-healing, rubberized-
asphalt and polyethylene-film composite sheet or tape and primer; EIFS manufacturer's standard
or product recommended in writing by EIFS manufacturer.
Adhesive for Application of lnsulation: EIFS manufacturer's standard formulation designed for
indicated use, compatible with substrate, and complying with one of the following
requirements:
l. Job-mixed formulation of portland cement complying with ASTM C 150, Type I, and
polymer-based adhesive specified for base coat.
Z. Factory-blended dry formulation of portland cement, dry polymer admixture, and fillers
specified for base coat.
3. Factory-mixed noncementitious formulation designed for adhesive attachment of
insulation to substrates of type indicated, as recommended by EIFS manufacturer.
Molded, Rigid Cellular Polystyrene Board lnsulation: Comply with EIFS manufacturer's
requirements, ASTM C 578 for Type I, and EIMA's *EIMA Guideline Specification for
Expanded Polystyrene (EPS) Insulation Board" for more stringent requirements for material
performance and qualities of insulation, including dimensions and permissible variations, and
the followine:
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1. Aging: Before cutting and shipping, age insulation in block form by air drying for not
less than six weeks or by another method approved by EIMA that produces equivalent
results.
2- Flame-Spread and Smoke-Developed lndexes: 25 and 450 or less, respectively, per
ASTM E 84.
l. Dimensions: Provide insulation boards not more than 24by 48 inches (610 by 1219 mm)
and in thickness indicated but not more than 4 inches {102 mrn) thick or less than
thickness allowed by ASTM C 1397.
Reinforcing Mesh: Balanced, alkali-resistant, open-weav€ glass-fiber mesh treated for
compatibility with other EIFS materials, made from continuous multiend stands with retained
mesh tensile shength of not less than 120 lbf/in. (21 dNibm) per EMA 105.01, complying with
ASTM D 578 and the following requirements for minimum weight:
1 . Standard-Impact Reinforcing Mesh: Not less than 4.0 oz.lsq. yd. ( 1 36 gisq. m).
2. Strip Reinforcing Mesh: Not less than 3.75 oz./sq. yd. (127 g/sq. m)
3. Detail Reinforcing Mesh: Not less than 4.0 oz.Aq. yd. (136 g/sq. m).
4. Comer Reinforcing Mesh: Not less than7.2 oz./sq. yd. (244 glsq. m)1.
Base-Coat Materials: EIFS manufacturer's standard mixture complying with one of the
following requirements for material composition and method of combining materials:
l. Job-mixed formulation of portland cement complying with ASTM C 150, Type I, white
or natural color; and manufacturer's standard polymer-emulsion adhesive designed for
use indicated.
2. Iob-combined formulation of manufacturer's standard polymer-emulsion adhesive and
manufacfurer's standard dry mix containing portland cement.
3. Factory-blended dry formulation of portland cement, dry polymer admixture, and
fillers to which only water is added at Project site.
4. Factory-mixed noncementitious formulation of polymer-emulsion adhesive and
fillers that is ready to use without adding other materials.
Waterproof Adhesive/Base-Coat Materials: EIFS manufacturer's standard waterproof mixture
complying with one of the following requirements for material composition and method of
combining materials:
l. Job-mixed formulation of portland c€ment complying with ASTM C 150, Type I, white
or natural color; and manufacturer's standard polymer-emulsion adhesive designed for
use indicated.2. Job-combined formulation of manufacturer's standard polymer-emulsion adhesive and
manufacturer's standard dry mix containing portland cement.
Primer: EIFS manufacturer's standard factory-mixed elastomeric-polymer primer for preparing
base-coat surface for application of finish coat.
Finish-Coat Materials: EIFS manufacturer's standard acrylic-based coating complying with the
following requirements for material composition and method of combining materials:
l. Factory-mixed formulation of polymer-emulsion binder, colorfast mineral pigments,
sound stone particles. and fillers-
EXTERIOR INSULATION AND FINISH SYSTEMS - CLASS PB 0724t -7
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Water: Potable.
Trim Accessories: Type as designated or required to suit conditions indicated and to comply
with EIFS manufacturer's wriften requirements; manufactured from UV-stabilized PVC; and
complying with ASTM D 1784, manufacturer's standard Cell Class for use intended, and
ASTM C 1063.
l. Casing Bead: Prefabricated one-piece type for attachment behind insulation, of depth
required to suit thickness of coating and insulation, with face leg perforated for bonding
to coating and back leg.
2. Drip Screed/Track: Prefabricated one-piece type for attachment behind insulation with
face leg extended to form a drip, of depth required to suit thickness of coating and
insulation, with face leg perforated for bonding to coating and back leg.3. Window Sill Flashing: Prefabricated type for both flashing and sloping sill over framing
beneath windows; with end and back dams; designed to direct water to exterior.
MIXING
General: Comply with EIFS manufacturer's requirements for combining and mixing materials.
Do not introduce admixtures, water, or other materials except as recommended by EIFS
manufacfurer. Mix materials in clean containers. Use materials within time period specified by
EIFS manufachrrer or discard.
PANEL FABRICATION
PART 3 - EXECUTION
EXAMINATION
Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of EIFS.
Examine roof edges, wall framing, flashings, openings, substrates, and juncfures at other
construction for suitable conditions where EIFS will be installed.
Proceed with installation only after unsatisfactory conditions have been corrected.
PREPARATION
Protect contiguous work from moisture deterioration and soiling caused by application of EIFS.
Provide temporary covering and other protection needed to prevent spattering of exterior finish
coats on other work.
Protect EIFS, substrates, and wall construction behind them from inclement weather during
installation. Prevent penetration of moisture behind EIFS and deterioration of substrates.
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Prepare and clean substrates to comply with EIFS manufacturer's written requirements to obtain
optimum bond between substrate and adhesive for insulation.
Primer/Sealer: Apply over g)?sum sheathing substrates to protect substrates from degradation
and where required by EIFS manufacttuer for improving adhesion of insulation to substrate.
Water-AVeather-Resistive-Barrier Coating: Apply over substates to protect substrates from
degradation and to provide water-/weather-resistive barrier.
1. Tape and seal joints, exposed edges, terminations, and inside and outside corners of
sheathing, unless otherwise indicated by EIFS manufacturer's written instructions.
Waterproof Adhesive/Base Coat: Apply over subshates to protect subskates from degradation.
Flexible-Membrane Flashing: lnstall over weather-resistive barrier, applied and lapped to shed
water; seal at openings, penetrations, terminations, and where indicated by EIFS manufacturer's
written instructions to protect wall assembly from degradation. Prime substrates, if required,
and install flashing to comply with EIFS manufacturer's written instructions and details.
EIFS INSTALLATION
General: Comply with ASTM C 1397 and EIFS manufacturer's written instructions for
installation of EIFS as applicable to each type of substrate indicated.
Trim: Apply trim accessories at perimeter of EIFS, at expansion joints, and elsewhere as
indicated, according to EIFS manufacturer's written instructions. Coordinate with installation of
insulation.
I . Drip Screed/Track: Use at bottom edges of EIFS, unless otherwise indicated.
2. Window Sill Flashing: Use at windows, unless otherwise indicated.
3. Expansion Joint: Use where indicated.4. Casing Bead: Use at other locations.
C. Board Insulation: Adhesively attach insulation to substrate in compliance with ASTM C 1397,
EIFS manufacturer's written requirements, and the following:
1.Apply adhesive to insulation by notched-trowel method in a manner that results in
coating the entire surface of gypsum sheathing with adhesive once insulation is adhered
to sheathing unless EIFS manufacturer's written instructions specifr using primer/sealer
with ribbon-and-dab method. Apply adhesive to a thickness of not less than l/4 inch (6.4
mm) for factory mixed and not less than 3/8 inch (9.6 mm) for field mixed, measured
from surface of insulation before placement.
Press and slide insulation into place. Apply pressure over the entire surface of insulation
to accomplish uniform contact, high initial grab, and overall level surface.
Allow adhered insulation to remain undisturbed for period recommended by EIFS
manufacturer, but not less than 24 hours, before beginning rasping and sanding
insulation, or applying base coat and reinforcing mesh.
Apply insulation over dry subshates in courses with long edges of boards oriented
horizontally.
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5. Begin first course of insulation from screed/track and work upward. Work from
perimeter casing beads toward interior ofpanels ifpossible.
Stagger vertical joints of insulation boards in successive courses to produce running bond
pattem. Locate joints so no piece of insulation is less than I 2 inches (300 rnnr) wide or 6
inches (150 mm) high. Offset joints not less than 6 inches ( l-50 mm) from corners of
window and door openings.
a. Adhesive Attachment: Offset joints of insulation not less than 6 inches (150 mm)
from horizontal and 4 inches (100 mm) from vertical joints in sheathing.
Interlock ends at intemal and extemal comers.
Abut insulation tightly at joints within and between each course to produce flush,
continuously even surfaces without gaps or raised edges between boards. If gaps greater
than 1/16 inch (1.6 mm) occur, fill with insulation cut to ht gaps exactly; insert insulation
without using adhesive or other material.
9. Cut insulation to fit openings, comers, and projections precisely and to produce edges
and shapes complying with details indicated.
10. Rasp or sand flush entire surface of insulation to remove irregularities projecting more
than 1/32 inch (0.8 mm) from surface of insulation and to remove yellowed areas due to
sun exposure; do not create depressions deeper than 1/16 inch (1.6 mm).
ll. Cut aesthetic reveals in outside face of insulation with high-speed router and bit
configured to produce grooves, rabbets, and other features that comply with prohles and
locations indicated. Do not reduce insulation thickness at aesthetic reveals to less than
-li4 inch ( 19 mm).
12. Intemrpt insulation for expansion joints where indicated.
13. Form joints for sealant application by leaving gaps between adjoining insulation edges
and between insulation edges and dissimilar adjoining surfaces. Make gaps wide enough
to produce joint widths indicated after encapsulating joint substrates with base coat and
reinforcing mesh.
14. After installing insulation and before applying field-applied reinforcing mesh, fully wrap
board edges. Cover edges of board and extend encapsulating mesh not less than 2-ll2
inches (64 mm) over front and back face, unless otherwise indicated on Drawings.
15. Treat exposed edges ofinsulation as follows:
a. Except for edges forming substrates of sealant joints, encapsulate with base coat,
reinforcing mesh, and finish coat.
b. Encapsulate edges forming substrates of sealant joints within EIFS or between
EIFS and other work with base coat and reinforcing mesh.
c. At edges trimmed by accessories, extend base coat, reinforcing mesh, and finish
coat over face leg ofaccessories.
16. Coordinate installation of flashing and insulation to produce wall assembly that does not
allow water to penetrate behind flashing and EIFS protective coating lamina.
Expansion Joints: lnstall at locations indicated, where required by EIFS manufacturer, and as
follows:
I . Where expansion joints are indicated in subshates behind EIFS.
2. Where EIFS adjoin dissimilar substrates, materials, and construction.
Base Coat: Apply to exposed surfaces of insulation in minimum thickness recommended in
writing by EIFS manufacturer, but not less than li l6-inch (1.6-mn) dry-coat thickness.
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Reinforcing Mesh: Embed type indicated below in wet base coat to produce wrinkle-free
installation with mesh continuous at comers and overlapped not less rhan 2-l/2 inches (64 mm)
orotherwise treated at joints to comply with ASTMC 1397 and EIFS manufacturer's written
requirements. Do not lap reinforcing mesh within 8 inches (204 nrm) of corners. Completely
embed mesh, applying additional base-coat material if necessary, so reinforcing-mesh color and
pattem are not visible.
L Standard-impact reinforcing mesh, unless otherwise indicated.
Additional Reinforcing Mesh: Apply sbip reinforcing mesh around openings extending 4
inches (100 mm) beyond perimeter. Apply additional 9-by-l2-inch (230-by-300-mm) strip
reinforcing mesh diagonally at corners of openings (re-entrant corners). Apply 8-inch- (200-
mm-) wide strip reinforcing mesh at both inside and outside comers unless base layer of mesh is
lapped not less than 4 inches (100 mm) on each side ofcorners.
1 . Embed strip reinforcing mesh in base coat before applying first layer of reinforcing mesh.
Finish Coat: Apply over dry base coat, maintaining a wet edge at all times for uniform
appearance, in tlickness required by EIFS manufacturer to produce a uniform finish of color
and texture matching approved sample and fiee of cold joints, shadow lines, and texture
variations.
INSTALLATION OF JOINT SEALANTS
Prepare joints and apply sealants, of type and at locations indicated, to comply with applicable
requirements in Division 7 Section "Joint Sealants" and in EIMA's 'EIMA Guide for Use of
Sealants with Exterior Insulation and Finish Systems, Class PB."
1 . Clean surfaces to rece ive sealants to comply with indicated requirements and EIFS
manufachrer's written instructions.
2. Apply primer recommended in writing by sealant manufacturer for surfaces to be sealed.
3. Install sealant backing to control depth and configuration of sealant joint and to prevent
sealant from adhering to back ofjoint.
4. Apply masking tape to protect areas adjacent to sealant joints. Remove tape immediately
after tooling joints, without disturbing joint seal.
5. Recess sealant sufhciently from surface of EIFS so an additional sealant application,
including cylindrical sealant backing, can be installed without protruding beyond EIFS
surface.
6. Applyjoint sealants after base coat has cured but before applying finish coat.
CLEANING AND PROTECTION
Remove temporary covering and protection of other work. Promptly remove coating materials
from window and door frames and other surfaces outside areas indicated to receive EIFS
coatings.
Provide final protection and maintain conditions, in a manner acceptable to lnstaller and EIFS
manufacturer, that ensure that EIFS are without damage or deterioration at time of Substantial
Completion.
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SECTION 07610 - SHEET METAL ROOFING
PART 1 - GENERAL
I.I RELATEDDOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division I Specification Sections, apply to this Section.
SLJMMARY
This Section includes the following on-site, roll-formed sheet metal roofing:1. Standing-seam metal roofing.
Related Sections include the following:
l. Division 5 Section "Steel Deck" for steel roof deck supporting sheet metal roofing.2. Division 5 Section "Cold-Formed Metal Framing" for secondary support framing
supporting sheet metal roofing.
Division 7 Section "Building lnsulation" for roof insulation.
Division 7 Section "Sheet Metal Flashing and Trim" for flashings and other sheet metal
work not part ofsheet metal roofing.
Division 7 Section "Roof Accessories" for accessories on roof.
Division 7 Section "Joint Sealants" for field-applied sheet metal roofing sealants.
C.
PERFORMANCE REQUIREMENTS
General: Provide complete sheet metal roofing systerrL including, but not limited to, on-site,
roll-formed metal roof panels, cleats, clips, anchors and fasteners, sheet metal flashing and
drainage components related to sheet metal roofing, fascia panels, hirn, underlaynent, and
accessories as indicated and as required for a weathertight installation.
Wind-Uplift Resistance: Provide portable roll-forming equipment capable of producing sheet
metal roofing assemblies that comply with UL 580 for Class 90 wind-uplift resistance.
I . Maintain UL certification of portable roll-forming equipment for duration of sheet metal
roofing work.
Thermal Movements: Provide sheet metal roofing that allows for thermal movements resulting
from the following maximum change (range) in ambient and surface temperatures by preventing
buckling, opening of joints, hole elongation, overstressing of components, failure of joint
sealants, failure of connections, and other detrimental effects. hovide clips that resist rotation
and avoid shear stress as a result of sheet metal roofing thermal movements. Base engineering
calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky
heat loss.
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1. Temperature Change (Range): 120 deg F ((t7 deg(i), ambient; 180 de_q F (100 deg ('),
material surfaces.
D. Water tnfiltration: Provide sheet metal roofing that does not allow water infiltration to building
interior, with metal flashing and connections of sheet metal roofing lapped to allow moisture to
nrn over and offthe material.
1.4 SUBMITTALS
A. Product Data: For each product indicated. lnclude details of construction relative to materials,
dimensions of individual components and profiles, and finishes.
B. Shop Drawings: Show fabrication and installation layouts of sheet metal roofing, including
plans, elevations, and keyed references to termination points. Distinguish between shop- and
field-assembled work. Include the following:
1. Details for forming sheet metal roofing, including seams and dimensions.2. Details for joining and securing sheet metal roofing, including layout of fasteners, clips,
and other attachments. Include pattem of seams.3. Details of termination points and assemblies, including fixed points.
4. Details of expansionjoints, including showing direction of expansion and contraction.5. Details of roof penetrations.
6. Details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and
counterflashings.
7. Details of special conditions.
8. Details of connections to adjoining work.
9. Details of the following acc€ssory items, at a scale of not less than l-l/2 inches per 12
inches (l:10):
a. Flashing and trim.
b. Roofcurbs.
c. Snow guards.
C. Coordination Drawings: Roof plans drawn to scale
mounted items. Show the following:
and coordinating penetrations and roof-
1. Sheet metal roofing and attachments.
2. Purlins and rafters.
3. Roof-mounted items including roof hatches, equipment supports, pipe supports and
penetrations, lighting fixtures, snow guards, and items mounted on roofcurbs.
D. Samples for Verification: For each type of exposed finish required, prepared on Samples of size
indicated below:
1. Sheet Metal Roofing: 12 inches (300 mm) long by actual [pan] [panel] width, including
finished seam. Include fasteners, [cleats,] [clips,] [battens,] closures, and other
attachments.
2. Trim and Closures: 12 inches (300 nrm) long. lnclude fasteners and other exposed
accessories.
3. Accessories: 12-inch- (300-mm-) long Samples for each tlrpe of accessory.
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4. Snow Guards: Full-size Sample.
Roll-Forming Equipment Certificate: Issued by UL for manufacturer's portable roll-forming
equipment designed for producing sheet metal roofing. Show expiration date no earlier than
two months after scheduled end of sheet metal roofing.
Qualification Data: For Installer.
Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified
testing agency, for sheet metal roofing portable roll-forming equipment. Include reports for
structural performance.
Warranties: Special warranties specified in this Section.
QUALITY ASST'RANCE
Installer Qualifications: Fabricator of sheet metal roofrng.
Roll-Formed Sheet Metal Roofing Fabricator Qualifications: An authorized representative of
roll-formed sheet metal roofinq manufacturer for fabrication and installation of units required
for this Project.
Preinstallation Conference: Conduct conference at Project site. Comply with requirements in
Division I Section "Project Management and Coordination." Review methods and procedures
related to sheet metal roofing including, but not limited to, the following:
I . Meet with Owner, Architect, Owner's insurer if applicable, sheet metal roofing
lnstaller, manufacturer's representative for sheet metal roofing portable roll-forming
equipment, metal deck, sheathing Installer, and installers whose work interfaces with or
affects sheet metal roofing including installers of roof accessories and roof-mounted
equipment.
2. Review and finalize construction schedule and verify availability of materials, lnstaller's
personnel, equipment, and facilities needed to make progress and avoid delays.3. Review methods and procedures related to sheet metal roofing installation, including
portable roll-forming equipment manufacturer's written instructions.4. Examine metal deck sheathing purlin and rafter conditions for compliance with
requirements, including flabress and attachment to structural members.5. Review structural loading limitations of metal deck and sheathing during and after
roofing.
6. Review flashings, special roofing details, roof drainage, roof penetrations, equipment
curbs, and condition of other construction that will affect sheet metal roofing including
transition to and patching of existing roofing areas.
7. Review governing regulations and requirements for insurance, certificates, and testing
and inspecting if applicable.
8. Review temporary protection requirements for sheet metal roofing during and after
installation.
Review roof observation and repair procedures after sheet metal roofing installation.
Document proceedings, including corrective measures and actions required, and furnish
copy ofrecord to each participant.
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DELIVERY. STORAGE. AND HANDLINC
Deliver metal coils, sheet metal roofing pans, compon€nts, and other sheet metal roohng
materials so as not to be damaged or deformed. Package sheet metal roofing materials for
protection during transportation and handling.
Unload, store, and erect sheet metal roofing materials in a manner to prevent bending, warping,
twisting, and surface damage.
Stack materials on platforms or pallets, covered with suitable weathertight and ventilated
covering. Store metal coils and sheet metal roofing materials to ensure dryness. Do not store
metal coils or sheet metal roofing materials in contact with other materials that might cause
staining, denting, or other surface damage.
I . Store copper away from uncured concrete and masonry.
Protect strippable protective covering on sheet metal roofing from exposure to sunlight and high
humidity, except to extent necessary for period of sheet metal roofing installation.
COORDINATION
Coordinate installation of roof curbs, equipment supports, and roof penetrations, which are
specified in Division 7 Section "Roof Accessories."
coordinate sheet metal roofing with rain drainage work, flashing, trim, and construction of
metal decks, sheathing, parapets, walls, and other adjoining work to provide a leakproof, secure,
and noncorrosive installation.
WARRANTY
Special lnstaller's Warranty: Roofing Installer's warranty, on warranty form at end of this
Section, signed by Roofing Installer, in which Roofing Installer agrees to repair or replace
components of custom-fabricated sheet metal roofrng that fail in materials or workmanship
within specified warranty period.
l. Failures include, but are not limited to, the following:
a. Structural failures.
b. Loose parts.
c. Wrinkling or buckling.
d. Failure to remain weathertight, including uncontrolled water leakage.
e. Deterioration of metals, metal finishes, and other materials beyond normal
weathering, including nonuniformity of color or finish.
f. Galvanic action between sheet metal roofing and dissimilar materials.
2. Warranty Period: Two years from date of Substantial Completion.
SHEET METAL ROOFING 076t0 - 4
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MENDIKRESIDENCE 3t9/2004
2.1 MANI.IFACTTJRERS
A. [n other Part 2 articles where titles below introduce lists, the following requirements apply for
product selection:
l. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the products specified.2. Products: Subject to compliance with requirements, provide one of the products
specified.
3. Available Manufachrers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the manufachrers specifi ed.4. Manufacturers: Subject to compliance with requirements, provide products by the
manufacturers specifi ed.
2.2 ROOFING SHEET METAIS
A. Copper Sheet ASTM B 370, cold-rolled copper sheet, H00 temper, unless otherwise indicated.
l. AvailableManufacturers:
a. Hussey Copper Ltd.b. Outokumpu American Brass.c. Revere Copper Products, Inc.
2. Weight ('l"hickness): 16 oz./sq. 11. (0.55 rnm) unless otherwise indicated.
2.3 UNDERLA\']VIENT MATERIALS
A. Polyethylene Sheet: 6-mil- (0. l5-mm-) thick polyethylene sheet complying with
ASTM D 4397.
B. Felts: ASTM D 226,Type II (No. 30), asphalt-saturated organic felts.
C. Self-Adhering, Granular-Faced Sheet: ASTMD 1970, 55 mils (1.4 mm) thick minimum,
minimum, consisting of slip-resisting polyethylene-film top surface laminated to layer of butyl
or SBS-modified asphalt adhesive, with release-paper backing; cold applied. Provide primer
when recommended by underlayment manufacturer.
l. Thermal Stability: Stableaftertestingat240degF (l 16 deg C:); ASTM D 1970.2. Low Temperature Flexibilify: Passes after testing at minus 20 deg F (29 deg C);
ASTM D 1970.
3. Available Products:
a. Carlisle Coatings & Waterproofing, Div. of Carlisle Companies tnc.; Dri-
Start "HR" High Performance Roofing Underlayment.b. Grace, W. R. & Co.; Vycor Ultra.
SHEET METAL ROOFING 07610 - 5
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c. HenryCompany; Perma-Seal PE.
d. Metal-Fab Manufacturing, LLC; MetShield.e. TC MiraDRI: WIP 300HT.
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Slip Sheet: Building paper, minimum 5 lb/100 sq. t1. (0.24 kgisq. m), rosin sized
MISCELLANEOUS MATERIALS
General: Provide materials and types of fasteners, solder, welding rods, protective coatings,
separators, sealants, and other miscellaneous items as required for a complete roofing system
and as recommended by fabricator for sheet metal roofing.
Fasteners: Self+apping screws, self-locking rivets and bolts, and other suitable fasteners
designed to withstand design loads.
l. Nails for Copper Roofing: Copper or hardware bronze,0.109 inch (2.8 mm) minimum
and not less than 7/8 inch (22 mrn) long, barbed with large head.
2. Fasteners for Flashing and Trim: Blind fasteners or selfdrilling screws with hex washer
head.
Solder for Copper: ASTM B 32,Grade Sn50, 50 percent tin and 50 percent lead.
Sealing Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealing tape
with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape.
Elastomeric Joint Sealant: ASTM C 920, of base polymer, type, grade, class, and use
classifications required to produce joints in sheet metal roofing that will remain weathertight
and as recommended by roll-formed sheet metal roofing manufacturer for installation indicated.
Expansion-Joint Sealant: For hooked-type expansion joints, which must be free to move,
provide nonsetting, nonhardening, nonmigrating, heavy-bodied polyisobutylene sealant.
Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for l5-mi1
(0.4-mm) dry film thickness per coat. Provide inert-type noncorrosive compound free of
asbestos fibers, sulfur components, and other deleterious impurities.
ACCESSORIES
Sheet Metal Roofing Accessories: Provide components required for a complete sheet metal
roofing assembly including trim, copings, fasciae, comer units, ridge closures, clips, flashings,
sealants, gaskets, fillers, closure snips, and similar items. Match material and finish of sheet
metal roofing, unless otherwise indicated.
1. Closures: Provide closures at eaves and ridges, fabricated of same metal as sheet metal
roofing.
2. Clips: Minimum 0.062,5-inch- { 1.6-mm-) thiclg stainless-steel panel clips designed to
withstand negative-load requirements.
3. Cleats: Mechanically seamed cleats formed from the following material:
a. Copper Roofing: l6-oz.isq. ti. (0.55-mm-) thick copper sheet.
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4. Closures: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or
closed-cell laminated polyethylene; minimum 1-rnch- (25-rnnr-) thick, flexible closure
strips; cut or premolded to match sheet metal roofing profile. Provide closure ships
where indicated or necessary to ensure weathertight construction.
5. Insulate roof curb with l-inch- (25-mm-) thick, rigid insulation.
B. Snow Guards: Prefabricated, noncorrosive units designed to be installed without penetating
sheet metal roofing, and complete with predritled holes, clamps, or hooks for anchoring.
1. Surface-Mounted, Copper, Stop-Type Snow Guards: Bronze-alloy stops designed for
attachment to pan surface of copper roofing using solder.
a. Available Products:
t) Berger Bros. Co.; No. 100 Snow Guard.2) Mullane, M. J. Company, Inc.; Model No. 200M.3) Zaleski Snow-Guards & Roofing Specialties; Model No. 7 Regular Copper.
2. Seam-Mounted, Stop-Type Snow Guards: Cast-bronze stops designed for attachment to
vertical ribs of standing-seam sheet metal roofing with stainless-steel set screws.
a. Available Products:
I ) Alpine Snow Guards, Div. of Vermont Slate & Copper Services, Inc.;
Model No.30.2) Berger Bros. Co.; RT Snow Guards.3) Polar Blox; Standing Seam Snowguard.
C. Pipe Flashing: Premolded, EPDM pipe collar with flexible aluminum ring bonded to base.
EQUIPMENT
Portable Roll-Forming Equipment: Manufacturer's standard Ul-certified equipment capable of
forming sheet metal roofing in profiles indicated.
l. AvailableManufacturers:
a. BerridgeManufacturingCompany.
b. Fabral, Inc.
c. Flexospan Steel Buildings, Inc.
d. Metal-Fab Manufacturing, LLC.
e. Morin Corporation; a Metecno Group Company.
FABRICATION
General: Custom fabricate sheet metal roofing to comply with details shown and
recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the desiga,
dimensions (pan width and seam height), geometry, metal thickness, and other characteristics of
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installation indicated. Fabricate sheet metal roofing and accessories at the shop to greatest
extent possible.
1. Standing-Seam Roofing: Form standing-seam pans with finished seam height to match
existing.
General: Fabricate roll-formed sheet metal roofing panels to comply with details shown and
roll-formed sheet metal roofing manufacturer's written instructions.
Fabricate sheet metal roofing to allow for expansion in running work sufficient to prevent
leakage, damage, and deterioration of the Work. Form exposed sheet metal work to fit
substrates without excessive oil canning, buckling, and tool marks, true to line and levels
indicated, and with exposed edges folded back to form hems.
| . Lay out sheet metal roofing so cross seams, when required, are made in direction of flow
with higher pans overlapping lower pans. Stagger cross seams.
2. Fold and cleat eaves and transverse seams in the shop.
3. Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge treatments, integral
flashings, and other components of metal roofing to profiles, patterns, and drainage
arrangements shown and as required for leakproof construction.
Expansion Provisions: Where lapped or bayonet-type expansion provisions in the Work cannot
be used, form expansion joints of intermeshing hooked flanges, not less than I inch (25 mm)
deep, filled with sealant (concealed within joints).
Sealant Joints: Where movable, nonexpansion-type joints are indicated or required to produce
weathertight seams, form metal to provide for proper installation of elastomeric sealant, in
compliance with SMACNA standards.
Metal Protection: Where dissimilar metals will contact each other, protect against galvanic
action by painting contact surfaces with bituminous coating, by applying rubberized-asphalt
underlayment to each contact surface, or by other permanent separation as recommended by
manufacturers of dissimilar metals or by fabricator.
Sheet Metal Accessories: Custom fabricate flashings and trim to comply with recommendations
in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and
other characteristics of item indicated. Obtain field measurements for accurate frt before shop
fabrication.
1. Form exposed sheet metal accessories that are without excessive oil canning, buckling,
and tool marks and that are true to line and levels indicated, with exposed edges folded
back to form hems.
2. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessories with flat-
lock seams.
3. Sealed Joints: Form nonexpansion but movable joints in metal to accommodate
elastomeric sealant to comply with SMACNA standards.
4. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not
allowed on faces of accessories exposed to view.
5. Fabricate cleats and attachment devices from same material as accessory beine anchored
or lrom compatible, noncorrosive metal.
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Size: As recommended by SMACNA's "Architectural Sheet Metal Manual" for
application but not less than thickness of metal being secured.
FINISHES, GENERAL
Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are
acceptable if they are within one-half of the range of approved Samples. Noticeable variations
in the same piece are not acceptable. Variations in appearance of other components are
acceptable if they are within the range of approved Samples and are assembled or installed to
minimize contrast.
Copper Sheet Finishes:
l. Exposed Finish: Mill.
Stainless-Steel Sheet Finishes: Remove tool and die marks and stretch lines or blend into finish.
PART 3 . EXECUTION
EXAMINATION
Examine substrates, areas, and conditions, with krstaller present, for compliance with
requirements for installation tolerances, sheet metal roofing supports, and other conditions
affecting performance of work.
1. Examine primary and secondary roof framing to verify that rafters, purlins, angles,
channels, and other skucfural panel support members and anchorages have been installed.
2. Examine solid roof sheathing to verifu that sheathing joints are supported by framing or
blocking and that installation is within flatness tolerances.
3. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and completely
anchored, and that provision has been made for flashings, and penehations through sheet
metal roofing.
4. For the record, prepare written report, endorsed by tnstaller, listing conditions detrimental
to performance of work.
Examine roughing-in for components and systems penetrating sheet metal roofing to verifu
acfual locations of penetrations relative to seam locations of sheet metal roofing before sheet
metal roofing installation.
Proceed with installation onlv after unsatisfactorv conditions have been corrected.
PREPARATION
lnstall flashings and other sheet metal to comply with requirements specified in Division 7
Section "Sheet Metal Flashing and Trim."
Lnstall fasciae and copings to comply with requirements specified in Division 7 Section "Sheet
Metal Flashins and Trim."
SHEET METAL ROOFING 07610 - 9
20031557.00 MENDIK RESIDENCE 3t9t2004
TINDERLAYMENT INSTALLATION
Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free, on
roof sheathing under sheet metal roofing. Apply primer if required by underlaynent
manufacturer. Comply with temperature restrictions of underlayment manufacturer for
installation; use primer rather than naiis for installing underlayment at low temperatures. Apply
over entire roof, in shingle fashion to shed water, with end laps ofnot less than 6 inches (150
mm) staggered 24 inches (600 mm) between courses. Overlap side edges not less than 3-ll2
inches (90 mm). Extend underlayment into gutter trough. Roll laps with roller. Cover
underlayment within 14 days.
krstall flashings to cover underlayment to comply with requirements specified in Division 7
Section "Sheet Metal Flashing and Trim."
Apply slip sheet over underlaymant before installing sheet metal roofing.
INSTALLATION, GENERAI
General: Anchor sheet metal roofing and other components of the Work securely in place, with
provisions for thermal and structural movement. lnstall fasteners, solder, welding rods,
protective coatings, separators, sealants, and other miscellaneous items as required for a
complete roofing system and as recommended by fabricator for sheet metal roofing.
Field cutting of sheet metal roofing by torch is not permitted.
Rigidly fasten eave end of sheet metal roofing and allow ridge end free movement due to
thermal expansion and contraction. Predrill roofing.
Provide metal closures at peaks rake edges rake walls and each side ofridge and hip caps.
Flash and seal sheet metal roofing with weather closures at eaves, rakes, and at perimeter
of all openings. Fasten with self-tapping screws.
5. Locate and space fastenings in uniform vertical and horizontal alignment.
6. Install ridge and hip caps as sheet metal roofing work proceeds.
7. Stagger roofing splices and end laps to avoid a four-panel lap splice condition.
8. Lap metal flashing over sheet metal roofing to allow moisture to run over and off the
material.
Fasteners: Use fasteners of sizes that will not penetrate cornpletely through substrate.
l. Copper Roofing: Use copper or stainless-steel fasteners.
Metal Protection: Where dissimilar metals will contact each other or corrosive substrates,
protect against galvanic action by painting contact surfaces with bituminous coating, by
applying rubberized-asphalt underlayment to each contact surface, or by other permanent
separation as recommended by fabricator of sheet metal roofing or manufacturers of dissimilar
metals.
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D.Conceal fasteners and expansion provisions
minimize possibility of leakage. Cover and
installation.
where possible in exposed work and locate to
seal fasteners and anchors as required for a tight
SHEET METAL ROOIIING 07610 - 10
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20031557.00 MENDIK RESIDENCE 31912004
Fascia: Align bottom of sheet metal roofing and fasten with blind rivets, bolts, or self-tapping
screws. Flash and seal she€t metal roofing with weather closures where fasciae meet soffits,
along lower panel edges, and at perimeter of all openings.
ON-SITE, ROLL-FORMED SHEET METAL ROOFING INSTALLATION
General: Install on-site, roll-formed sheet metal roofing to comply with sheet metal roofing
manufacturer's written instructions for UL wind-uplift class indicated. Provide sheet metal
roofing of fulI length from eave to ridge unless otherwise restricted by shipping limitations.
B. Standing-Seam Sheet Metal Roofrrg: Fasten sheet metal roofing to supports with concealed
clips at each standing-seam joint at location, spacing, and with fasteners recommended by
manufacfurer.
l. Install clips to supports with self-tapping fasteners.2. Install pressure plates at locations indicated in manufacturer's written installation
rnsructrons.
Before panels are joined, apply continuous bead of sealant to top flange of lower panel.
Seamed Joint: Crimp standing seams with manufacturer-approved motorized seamer tool
so cleat, sheet metal roofing, and field-applied sealant are completely engaged.
ACCESSORY INSTALLATION
General: Install accessories with positive anchorage to building and weathertight mounting and
provide for thermal expansion. Coordinate installation with flashings and other components.
I . Install components required for a complete sheet metal roofing assembly including trim,
copings, ridge closures, seam covers, flashings, sealants, gaskets, fillers, closure strips,
and similar items.
Flashing and Trim: Comply with performance requirements, manufacturer's written installation
instructions, and SMACNA's uArchitectural Sheet Metal Manual." Provide concealed fasteners
where possible, and set units true to line and level as indicated. Install work with laps, joints,
and seams that witl be permanently watertight and weather resistant.
l. Install exposed flashing and trim that is without excessive oil canning, buckling, and tool
marks and that is true to line and levels indicated, with exposed edges folded back to
form hems. Install sheet metal flashing and trim to fit substrates and to result in
waterproof and weather-resistant performance.
2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim.
Space movement joints at a maximum of 10 f'eet (3 m) with no joints allowed within 24
inches (600 mm) of comer or intersection. Where lapped or bayonet-type expansion
provisions cannot be used or would not be sufficiently weather resistant and waterprooll
form expansion joints of intermeshing hooked flanges, not less than I inch (25 nrnr) deep,
filled with mastic sealant (concealed within joints).
Gutters: Join sections with riveted and soldered or lapped and sealed joints. Attach gutters to
eave with gutter hangers spaced not more than 4 f'eet (1.2 m) o.c. using manufacturer's standard
3.
1-
SHEET METAL ROOFING 07610 - 11
20031557.00 MENDIK RESIDENCE 3t9/2004
fasteners. hovide end closures and seal watertight with sealant. Provide for thermal
expansion.
D. Downspouts: Join sections with l-li2-inch 138-mm) telescoping joints. Provide fasteners
designed to hold downspouts securely I inc,h (25 mm) away flrom walls; locate fasteners at top
and bottom and at approximately 60 inches ( 1500 mm) o.c. in between.
l. Provide elbows at base of downspout to direct water away from building.
E. Roof Curbs: Install curbs at locations indicated on Drawings. Install flashine around bases
where they meet sheet metal roofing.
F. Stop-Type Snow Guards: Attach snow guards to sheet metal roofing with solder, as
recommended by manufacturer. Do not use fasteners that will penetrate sheet metal roofing.
l. Provide rows of snow guards, at locations indicated on Drawings, spaced in accordance
with manufacfures written instructions.
G. Vertical Rib Type Snow Guards: Attach bar supports to vertical ribs of standing-seam sheet
metal roofing with clamps or set screws. Do not use fasteners that will penehate sheet metal
roofing.
1. Provide of snow guards, at locations indicated on Drawings, spaced accordinag to
manufacfurer's written instructions.
H. Pipe Flashing: Form flashing around pipe penetration and sheet metal roofing. Fasten and seal
to sheet metal roofing as recommended by manufacturer.
ERECTION TOLERANCES
Installation Tolerances: Shim and align sheet metal roofing within installed tolerance of l/4
inch in 20 1'eet (6 nrm in 6 m) on slope and location lines as indicated and within l/8-inch {3-
mm) offset of adjoining faces and of alignment of matching profiles.
3.8 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and
weathering.
B. Clean and neutralize flux materials. Clean off excess solder and sealants.
C. Remove temporary protective coverings and strippable films, if any, as sheet metal roofing is
installed. On completion of sheet metal roofing installation, clean finished surfaces, including
removing unused fasteners, metal filings, pop rivet stems, and pieces of flashing. Maintain in a
clean condition during construction.
D. Replace panels that have been damaged or have deteriorated beyond successful repair by finish
touchup or similar minor repair procedures.
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ISHEET METAL ROOFING 07610 - 12
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ROOFING INSTALLER'S WARRANTY
WHEREAS <Insert name> of <Insert address>, herein called the "Roofing Installer," has
performed roofing and associated work ("work") on the follorving project:
l. Owner: <Insert name of Owner.>
2. Address: <Insert address.>3. Building Name/T5pe: <Insert information.>4. Address: <fnsert address.>
5. Area of Work: <Insert information.>6. Acceptance Date: <Insert date.>
7 . Warranty Period: <Insert time.>8. Expiration Date: <lnsert date.>
AND WHEREAS Roofing lnstaller has contracted (either directly with Owner or indirectly as a
subcontractor) to warrant said work against leaks and faulty or defective materials and
worlcrnanship for designated Warranty Period,
NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein
set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be
made such repairs to or replacements of said work as are necessary to correct faulty and
defective work and as are necessary to maintain said work in a watertight condition.
This Warranty is made subject to the following terms and conditions:
I . Specifically excluded from this Warranty are damages to work and other parts of the
building, and to building contents, caused by:
lightning;
peak gust wind speed exceeding <Insert wind speed> mph (m/sec);
fire;
failure of roofing system subsfate, including cracking, settlement, excessive
deflection, deterioration, and decomposition;
faulty construction of parapet walls, copings, chimneys, skylights, vents,
equipment supports, and other edge conditions and penetrations of the work;
vapor condensation on bottom ofroofing; and
activity on roofing by others, including construction contractors, maintenance
personnel, other persons, and animals, whether authorized or unauthorized by
Owner.
2. When work has been damaged by any of foregoing causes, Warranty shall be null and
void until such damage has been repaired by Roofing Installer and until cost and expense
thereofhave been paid by Owner or by another responsible party so designated.
3. Roofing Installer is responsible for damage to work covered by this Wananty but is not
liable for consequential damages to building or building contents resulting from leaks or
faults or defects of work.
4. During Warranty Period, if Owner allows alteration of work by anyone other than
Roofing Installer, including cutting, patching, and maintenance in connection with
penetrations, attachment of other work, and positioning of anything on roof, this
Warranty shall become null and void on date of said alterations, but only to the extent
said alterations affect work covered by this Wan anty. If Owner engages Roofing
B.
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SHEET METAL ROOFING 07610 - r3
20031557.00 MENDIKRESIDENCE 3/9/2004
Installer to perform said alterations, Wananty shall not become null and void unless
Roofing Installer, before starting said work, shall have notified Owner in writing,
showing reasonable cause for claim, that said alterations would likely damage or
deteriorate work, thereby reasonably justiSing a limitation or termination of this
Warranty.
5. During Warranry Period, if original use of roof is changed and it becomes used for, but
was not originalty specifred for, a promenade, work deck, spray-cooled surface, flooded
basin, or other use or service more severe than originalty specified this Wananty shall
become null and void on date of said change, but only to the extent said change affecr
work covered by this Warranty.
6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks,
defects, or deterioration and shall afford reasonable opportunity for Roofing Installer to
inspect work and to examine evidence of such leaks, defects, or deterioration.7. This Wananty is recognized to be the only warranf of Roofing Installer on said work
and shall not op€rate to restrict or cut off Owner from other remedies and resources
lawfully available to Owner in cases of roofing failure. Specifically, this Warranty shall
not operate to relieve Roofing Installer of responsibility for performance of original work
according to requirements of the Conhact Documents, regardless of whether Contract
was a contract directly with Owner or a subcontact with Ownels General Conhactor.
IN WITNESS THEREOF, this inskument has been duly executed this <Insert day> day of
<Insert month>, <Insert year>.
l. Authorized Signature: <lnsert signature.>
2. Name: <Insert name.>
3. Title: <Insert title.>
END OF SECTION 076IO
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ISHEET METAL ROOFING 07610 - l4
. 2OO2I557.OO MENDIK RESIDENCE 3/9I2OO4
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SECTION 07620 - SHEET METAL FLASHING AND TRIM
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PART I -GENERAL
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'- l.l suMMARy
I A. This Section includes the followrng:r l. Formed roof drainage system.2. Formed steep-slope roof flashing and trim.
I 3. Formed wall flashing and trim.!
I 1.2 ST]BMITTALSrA. Product Data: For each product indicated.
I B. Shop Drawings: Show layouts, profiles, shapes, seams, dimensions, and details for fastening,
- joining, supporting, and anchoring sheet metal flashing and n-im.
I C. Samples: For each type of sheet metal flashing and trim.I
I 1.3 QUALTTYASSTJRANCE
-A. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal
I Manual." Conform to dimensions and profiles shown unless more stringent requirements are
t indicated.
- B. Preinstallation Conference: Conduct conference at Project site.
I
PART 2 - PRODUCTS
I 2.1 MANUFACTURERS
t A. ln other Part 2 articles where titles below introduce lists, the following requirements apply to
product selection:
I ' #:ll::';,lfilf?#'ff:;,il:f[J;","T!,:'?il:"*:;f,":",u::nfi: flllrfi:T:::
r manufacturers specified.
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2.2 SHEET METALS
t A. Copper Sheet: ASTM B 370, Temper H00 or H01, cold-rolled copper sheet.
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SHEET METAL FLASHING AND TRIM 07620 - 1
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20021557.00 MENDIK RESIDENCE 3/9/2004
c.
MISCELLANEOUS MATERIALS
General: Provide materials and types of fasteners, solder, welding rods, protective coatings,
separators, sealants, and other miscellaneous items as required for complete sheet metal flashing
and trim installation.
Felt Underlayment: ASTM D 226, Typell (No. 30), asphalt-sahnated organic felt,
nonperforated.
l. Slip Sheet: Rosin-sized paper, minimum 3 lb/100 sq. ti. (0.16 kg/sq. m).
Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and
bolts, and other suitable fasteners designed to withstand desigr loads.
l. Nails for Copper Sheet: Copper or hardware bronze, 0.109 inch (2.8 nrm) minimum and
not less than 7/8 inch (22 mm) long, barbed with large head.
2. Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or
factory-applied coating.
3. Fasteners for Flashing and Trim: Blind fasteners or self-drilling screws, gasketed, with
hex washer head.
4. BlindFasteners: High-strengthstainless-steelrivets.
Sealing Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealing tape
with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape.
Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class,
and use classifications required to seal joints in sheet metal flashing and trim and remain
rvatertight.
F. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant,
polyisobutylene plasticized, heavy bodied for hooked-type expansion joints with limited
movement.
Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam-cementing compound.
Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mi1
(0..1-mm) dry fi]m thickness per coat.
FABRICATION. GENERAL
General: Custom fabricate sheet metal flashing and trim to comply with recommendations in
SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and
other characteristics of item indicated. Shop fabricate items where practicable. Obtain field
measurements for accurate fit before shop fabrication.
Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks
and true to line and levels indicated, with exposed edges folded back to form hems.
l. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessones with flat-
lock seams. Tin edges to be seamed, form seams, and solder.
SHEET MITAL FLASIIINC AND TRIM 07620 - 2
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C.
2,6 STEEP-SLOPE ROOF SHEET METAL FABRICATIONS
A. Apron, Step, Cricket, and Backer Flashing: Fabricate from the following material:
1. Copper: 16 oz.lsq. ft. (0.5-5 mm thick).
B. Valley Flashing: Fabricate from the following material:
1. Copper: 16 oz./sq. ft. (0.55 mm thick).
C. Drip Edges: Fabricate from the following material:
l. Copper: 16 oz.lsq. ft. (0.55 rnnr thick).
D. Eave, Rake, Ridge, and Hip Flashing: Fabricate from the following material:
1. Copper: i6 oz.isq. it. (0.55 mm thick).
SHEET METAL FLASHING AND TRIM
D.
MENDIKRESIDENCE 3/9/2004
Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric
sealant to comply with SMACNA recommendations.
Expansion hovisions: Where lapped or bayonet-type expansion provisions in the Work cannot
be used, form expansion joints of intermeshing hooked flanges, not less than I inch (25 mrn)
deep, filled with elastomeric sealant concealed within joints.
Conceal fasteners and expansion provisions where possible on exposed-to-view sheet metal
flashing and trim, unless otherwise indicated.
Fabricate cleats and attachment devices from same material as accessory being anchored or
from compatible, noncorrosive metal, and in thickness not less than that of metal being secured.
ROOF DRAINAGE SHEET METAL FABRICATIONS
Hanging Gutters: Fabricate to half round cross section indicated, complete with end pieces,
outlet tubes, and other accessories as required. Fabricate in minimum 96-inch- (2400-mm-)
long sections. Furnish flat-stock gutter spacers and gutter brackets fabricated from same metal
as gutters, of size recommended by SMACNA but not less than twice the gutter thickness.
Fabricate expansion joints, expansion-joint covers, gutter bead reinforcing bars, and gutter
accessories from same metal as gutters.
l. Fabricate from the following material:
a. Copper: 20 oz.isc1. fi. (0.7 mnr thick)
Downspouts: Fabricate round downspouts complete with mitered elbows. Fumish with metal
hangers, from same material as downspouts, and anchors.
1. Manufactured Hanger Style: Copper Stap.>2. Fabricate downspouts from the following material:
a. Copper: 16 oz./sq. ft. (0.55 mm thick).
F.
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3.1
20021557.00 MENDIKRESIDENCE 3t9/2004
WALL SHEET METAL FABRICATIONS
Openings Flashing in Frame Construction: Fabricate head, sill, and similar flashings to extend
4 inches (100 mm) beyond wall openings. Form head and sill flashing with 2-inch- (50-mm-)
high end dams. Fabricate from the following material'
1. Copper: 16 oz./sq. ft. (0.55 mm thick).
PART 3 - EXECI.]-TION
INSTALLATION, GENERAL
General: Anchor sheet metal flashing and trim and other components of the Work securely in
place, with provisions for thermal and strucfural movement. Use fasteners, solder, welding
rods, protective coatings, separators, sealants, and other miscellaneous items as required to
complete sheet metal flashing and trim system.
l. Torch cutting of sheet metal flashing and trim is not permitted.
Metal Protection: Where dissimilar metals will contact each other or corrosive substrates,
protect against galvanic action by painting contact surfaces with bituminous coating or by other
permanent separation as recommended by fabricator or manufacturers of dissimilar metals.
lnstall exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool
marks.
Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat
seams with minimum exposure of solder, welds, and elastomeric sealant.
Install sheet metal flashing and trim to fit subshates and to result in watertight performance.
Veriff shapes and dimensions of surfaces to be covered before fabricating sheet metal.
1. Space cleats not more than 12 inches (-300 mm) apart. Anchor each cleat with t'wo
fasteners. Bend tabs over fasteners.
Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space
movement joints at a maximum of l0 feet (3 m) with no joints allowed within 24 inches (600
rnm) of corner or intersection. Where lapped or bayonet-t5pe expansion provisions cannot be
used or would not be sufficiently watertight, form expansion joints of intermeshing hooked
flanges, not less than I inch (25 mnr) deep, filled with elastomeric sealant concealed within
joints.
Fasteners: Use fasteners of sizes that will penefate substrate not less than 1-1/4 inches (32 mm)
for nails and not less than 3/4 inch ( 19 mm) for wood screws.
1. Copper: Use copper or stainless-steel fasteners
Seal joints with elastomeric se alant as required for watertight construction.
SHEET METAL FLASHING AND TRIM 07620 - 4
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20021557.00
C.
MENDIK RESIDENCE 3/9t2004
Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges
of sheets to be soldered to a width of 1-ll2 inches (38 mm) except where pretinned surface
would show in finished Work.
ROOF DRAINAGE SYSTEM INSTALLATION
General: Install sheet metal roof drainage items to produce complete roof drainage system
according to SMACNA recommendations and as indicated. Coordinate installation of roof
perimeter flashing with installation of roof drainage system.
Hanging Gutters: Join sections with riveted and soldered joints or with lapped joints sealed
with elastomeric sealant. Provide for thermal expansion. Attach gutters at eave or fascia to
firmly anchored gutter brackets spaced not more than 18 inches (900 mm) apart. Provide end
closures and seal watertight with sealant. Slope to downspouts.
1. Install gutter with expansion joints at locations indicated but not exceeding 50 feet (15.24
m) apart. Install expansion joint caps.
Downspouts: Join sections with l-ll2-inch (38-mrn) telescoping joints. Provide fasteners
designed to hold downspouts securely I inch (25 mrn) away from walls; locate fasteners at top
and bottom and at approximately 60 inches (1500 mm) o.c. in between.
ROOF FLASHING INSTALLATION
General: Install sheet metal roof flashing and trim to comply with performance requirements
and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where
possible, set units true to line, and level as indicated. lnstall work with laps, joints, and seams
that will be permanently watertight.
Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations
in FMG Loss Prevention Data Sheet 1-49.
1. Interlock bottom edge of roof edge flashing with continuous cleats anchored to substrate
at l6-inch (400-nm) centers.
Counterflashing: Coordinate installation of counterflashing with installation of base flashing.
lnsert counterflashing in reglets or receivers and fit tightly to base flashing. Secure in a
waterproof nnnner. Extend counterflashing 4 inches (100 mm) over base flashing. Lap
counterflashing joints a minimum of 4 inches (100 rnm) and bed with elastomeric sealant.
Roof-Penetration Flashing: Coordinate installation of roof-penehation flashing with installation
of roofing and other iterns penetrating roof. Install flashing as follows:
l. Tum lead flashing down inside vent piping, being careful not to block vent piping with
flashing.
2. Seal with elastomeric sealant and clamp flashing to pipes penetrating roof except for lead
flashing on vent piping.
SHEET METAL FLASHING AND TRIM 07620 - 5
20021557.W MENDIKRESIDENCE
3.4 WALLFLASHINGINSTALLATION
A. General: Install sheet metal wall flashing to intcrcept and exclude pen€trating rnoisturc
according to SMACNA recomnpndations and as indicatcd. Coordinate installation of wrll
flashing with installation of wall-opcning components such as windows, doors, and louvets.
B. Openings Flashing in Frame C.ons&rrction: Install continuous hca4 sill, and similar flashings to
extend 4 inches (100 mm) beyond wall opcnings.
ENDOF SECTIONOT62O
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ISHEET METAL FLASHING AND TRIM 07620 -6
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20031557.00 MENDIK RESIDENCE
SECTION O78I I - SPRAYED FIRE-RESISTTVE MATERIALS
PART T -GENERAI
3t9t2004
STJMMARY
This Section includes sprayed fire-resistive materials applied to surfaces that are concealed from
view behind other construction when the Work is completed.
SUBMITTALS
Product Data: For each product indicated.
Shop Drawings: Show extent of sprayed fire-resistive material for each construction and fire-
resistance rating, applicable fire-resistive design designations of a qualified testing and
inspecting agency acceptable to authorities having j urisdiction, and minimum thicknesses.
Compatibility and adhesion test reports.
Product test reports.
Researcl/evaluation reports.
QUAIITY ASSURANCE
Installer Qualifications: A qualified installer, approved by manufacturer to install
manufacturer's products. A manufacturer's willingness to sell its sprayed fire-resistive materials
to Contractor or to an installer engaged by Contractor does not in itself confer qualification on
the buyer.
Sprayed Fire-Resistive Materials Testing: By a qualified testing and inspecting agency engaged
by Conhactor or manufacturer to test for compliance with specified requirements for
performance and test methods.
l. Sprayed fire-resistive materials are randomly selected for testing from bags bearing the
applicable classification marking of UL or another testing and inspecting agency
acceptable to authorities having jurisdiction.
2. Testing is performed on specimens of sprayed fire-resistive materials that comply with
laboratory testing requirements specified in Part 2 and are otherwise identical to installed
ftre-resistive materials, including application of accelerant, sealers, topcoats, tamping,
howeling, rolling, and water overspray, if any of these are used in final application.
3. Testing is performed on specimens whose application the independent testing and
inspecting agency witnessed during preparation and conditioning. Include in test reports
a full description ofpreparation and conditioning of laboratory test specimens.
Compatibility and Adhesion Testing: Engage a qualified testing and inspecting agency to
prepare compatibility and adhesion test reports.
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SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 1
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l. Test for bond per ASTM E 736 and requirements in UL's "Fire Resistance Directory" for
coating materials. Provide bond strength indicated in referenced fire-resistance design,
but not less than minimum specified in Part 2.
2. Verify that manufacturer, through its own laboratory testing or held experience, has not
found primers or coatings to be incompatible with sprayed fire-resistive material.
Fire-Test-Response Characteristics: Where indicated, provide products identical to those tested
for fire resistance per ASTME ll9 by a testing agency acceptable to authorities having
jurisdiction.
l. One Hour Fire-Resistance Ratings: Indicated by design designations from UL's "Fire
Resistance Directory" or from the listings of another testing and inspecting agency.2. Identify products with appropriate markings ofapplicable testing and inspecting agency.
Provide products containing no detectable asbestos as determined according to the method
specified in 40 CFR 763, Subpart E, Appendix E, Section l, "Polarized Light Microscopy."
PROJECT CONDITIONS
Environmental Limitations: Do not apply sprayed fire-resistive material when ambient or
substrate temperature is 40 deg F (4 deg C) or lower unless temporary protection and heat is
provided to maintain temperature at or above this level for 24 hours before, during, and for 24
hours after product application.
Ventilate building spaces during and after application of sprayed fire-resistive material. Use
natural means or, if they are inadequate, forced-air circulation until frre-resistive material dries
thoroughly.
Sequence and coordinate application of sprayed fire-resistive materials with related work.
1. Provide t€mporary enclosure as required to confine spraying operations and protect the
environment.
2. Provide temporary enclosures for applications to prevent deterioration of fire-resistive
material due to exposure to weather and to unfavorable ambient conditions for humidity,
temperahrre, and ventilation.
3. Avoid unnecessary exposure of fire-resistive material to abrasion and other damage likely
to occur during construction operations subsequent to its application.
4. Do not apply fire-resistive material to metal roofdeck substrates until concrete topping, if
any, has been completed. For metal roof decks without concrete topping, do not apply
fire-resistive material to metal roof deck substrates until roofing has been completed;
prohibit roof traffrc during application and drying of fire-resistive material.
5. Do not apply ftre-resistive material to metal floor deck substrates until concrete topping
has been completed.
6. Do not begin applying fire-resistive material until clips, hangers, supports, sleeves, and
other items penetrating hre protection are in place.
7. Defer installing ducts, piping, and other items that would interfere with applying fire-
resistive material until application of fire protection is completed.
8. Do not install enclosing or concealing construction until after frre-resistive material has
been applied, inspected, tested and corrections have been made to defective applications.
SPRAYED FIRE-RESISTTVE MATERIALS 078rr -2
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I 1.5 WARRANTY
I A. Special Warranty: Manufacturer's standard form, signed by Contractor and by Installer, in
I which manufacturer agrees to repair or replace sprayed fire-resistive materials that fail in
materials or workrnanship within two years from date of Substantial Completion.
I I r:^:r---^- i---r--r- r 1I l. Failures include, but are not limited to, cracking, flahng, spalling, eroding in excess of
specified requirements; peeling; or delaminating of sprayed fire-resistive materials from
I 2. ii$:::t":.a under the warranty are failures due to damage by occupants and owner'sf maintenance personnel and other causes not reasonably foreseeable under conditions of
normal use.
PART 2 - PRODUCTS
2.1 CONCEALEDSPRAYEDFIRE-RESISTTVEMATERIALS
I A. General: For concealed applications of sprayed frre-resistive materials, provide manufacturer'st standard products complying with requirements indicated for material composition and physical
rr properties representative ofinstalled products.
It B. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the following:
I C. Products: Subject to compliance with requirements, provide one of the following:
I I . Cementitious Sprayed Fire-Resistive Material:
I a. Carboline Co., Fireproofing Products Div.; Plrolite 15.
I b. Carboline Co., Fireproofing hoducts Div.; Pyrolite 15 High Yield.
I c. Grace, W. R. & Co.-Conn., Construction Products Div.; Monokote Type MK-6s.d. Grace, W. R. & Co.-Conn., Construction Products Div.; Monokote Type MK-
I e. ffll;u International corp., cafco products; cafco 300.
- f- Southwest Vermiculite Co., Inc.; 5EF.g. Southwest Vermiculite Co., Inc.; 5GP.
t 2. Sprayed-Fiber Fire-Resistive Material:
f| a. Isolatek Intemational Corp., Cafco Products; Cafco Blaze-Shield II.
I b. Isolatek Intemational Corp., Cafco Products; Type JN-HD.
r D. Material Composition: Either of the following:I
I 1. Cementitious sprayed fire-resistive material consisting of factory-mixed, dry formulation
of gypsum or portland cement binders and lightweight mineral or synthetic aggregates
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2. Sprayed-fiber fltre-resistive material consisting of factory-mixed, dry formulation of
inorganic binders, mineral fibers, fillers, and additives conveyed in a dry state by
pneumatic equipment and mixed with water at spray nozzle to form a damp, as-applied
product.
Physical Properties: Minimum values, unless otherwise indicated, or higher values required to
attain designated fire-resistance ratings, measured per standard test methods referenced with
each property as follows:
l. Dry Density: 15 lb/cu. ft. (240 kg,tu. m) for average and individual densities regardless
of density indicated in referenced fire-resistance desigrr, or greater if required to attain
fire-resistance ratings indicated, per ASTM E 605 or AWCI Technical Manual l2-A,
Section 5.4.5, "Displacement Method."
2. Thickness: Provide minimum average thickness required for one hour fire-resistance
design indicated according to the following criteria, but not less than 0.375 inch (9 mm),
per ASTM E 605:
a. Where the referenced fire-resistance design lists a thickness of I inch (25 mm) or
greater, the minimum allowable individual thickness of sprayed fire-resistive
material is the design thickness minus 0.25 inch (6 mm).
b. Where the referenced fire-resistance design lists a thickness of less than 1 inch (25
mm) but more than 0.375 inch (9 mm), the minimum allowable individual
thickness of sprayed fire-resistive material is the greater of 0.375 inch (9 mrn) or
75 percent ofthe design thickness.
c. No reduction in average thickness is permitted for those fire-resistance designs
whose fire-resistance ratings were established at densities of less than 15 lb/cu. tl.
(240 kg/cu. m).
3. Bond Shength: 150 lbfrsq. ft. (7.2 kPa) minimum per ASTM E 736 under the following
conditions:
a. Field test sprayed fire-resistive material that is applied to flanges of wide-flange,
structural-steel members on surfaces matching those that will exist for remainder
of steel receiving fire-resistive material.
b. If surfaces of structural steel receiving sprayed fire-resistive material are primed or
otherwise painted for coating materials, perform series of bond tests specified in
UL's "Fire Resistance Directory." Provide bond strength indicated in referenced
UL fue-resistance criteria, but not less than 150 lbflsq. ft. (7 .2 kPa) minimum per
ASTM E 736.c. Minimum thickness of sprayed fire-resistive material tested in laboratory shall be
0.75 inch (19 mm).
4. Compressive Strength: 5.21 lbfTsq. in. (35.9 kPa) as determined in the laboratory per
ASTM E 761. Minimum thickness of sprayed fire-resistive material tested shall be 0.75
inch (19 mnr) and minimum dry density shall be as specified, but not less than 15 lb/cu.
ft. (24t) kgicu. m).
Corrosion Resistance: No evidence ofcorrosion per ASTM E 937.
Deflection: No cracking, spalling, or delamination per ASTM E 759.
Effect of Impact on Bonding: No cracking, spalling, or delamination per ASTM E 760.
Air Erosion: Maximum weight loss of 0.025 gr'sq. ft. (0.270 gisq. mS in 24 hours per
ASTM E 859. For laboratory tests, minimum thickness of sprayed fire-resistive material
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is 0.75 inch (19 mrn), maximum dry density is l-5 lbr'cu. ft. (240 kgicu. m), test specimens
are not prepurged by mechanically induced air velocities, and tests are terminated after 24
hours.
9. Fire-Test-Response Characteristics: Provide sprayed fue-resistive materials with the
following surface-buming characteristics as determined by testing identical products per
ASTM E 84 by UL or another testing and inspecting agency acceptable to authorities
having j urisdiction:
a. Flame-Spread Index: 10 or less.
b. Smoke-Developed Index: 0.
AUXILIARY FIRE.RESISTTVE MATERTALS
General: Provide auxiliary fire-resistive materials that are compatible with sprayed fire-
resistive materials and substrates and are approved by UL or another testing and inspecting
agency acceptable to authorities having jurisdiction for use in fue-resistance desigrs indicated.
Subsfrate Primers: For use on each substrate and with each sprayed fire-resistive product,
provide primer that complies with one or more of the following requirements:
l. Primer's bond strength complies with requirements specified in UL's "Fire Resistance
Directory," for coating materials based on a series of bond tests per ASTM E 736.
2. Primer is identical to those used in assemblies tested for firetest-response characteristics
of sprayed fire-resistive material per ASTM E I 19 by UL or another testing and
inspecting agency acceptable to authorities having jurisdiction.
Adhesive for Bonding Fire-Resistive Material: Product approved by manufacturer of sprayed
fi re-resistive material.
Metal Lath: Expanded metal lath fabricated from material of weight, configuration, and finish
required to comply with fire-resistance designs indicated and fire-resistive material
manufacturer's written recommendations. Include clips, lathing accessories, corner beads, and
other anchorage devices required to attach lath to substrates and to receive sprayed fire-resistive
material.
PART 3 -EXECUTION
INSTALLATION
Examine substrates, areas, and conditions, with lnstaller present, to determine whether they are
in satisfactory condition to receive sprayed fire-resistive material and to verifu the following:
1. Subsbates are free of oil, grease, rolling compounds, incompatible primers, loose mill
scale, dirt, or other foreign substances capable of impairing bond of fire-resistive
materials with substrates under conditions ofnormal use or fire exposure.
2. Objects penetrating fire-resistive material, including clips, hangers, support sleeves, and
similar items. are securelv attached to substrates-
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3. Subsfrates are not obstructed by ducts, piping, equipment, and other suspended
construction that will interfere with applying fire-resistive material.
Clean substrates of substances that could impair bond of fire-resistive material, including dirt,
oil, grease, release agents, rolling compounds, loose mill scale, and incompatible primers,
paints, and encapsulants.
Conduct tests according to fire-resistive material manufacturer's written recommendations to
verify that substrates are free of oil, rolling compounds, and other substances capable of
interfering with bond.
Proceed with installation only after unsatisfactory conditions have been corrected.
Cover other work subject to damage from fallout or overspray of fire-resistive materials during
application.
Install metal lath, as required, to comply with fire-resistance ratings and fire-resistive material
manufacturer's written recommendations for conditions of exposure and intended use. Securely
attach lath to substrate in position required for support and reinforcement of fire-resistive
material. Use anchorage devices of type recommended in writing by sprayed fire-resistive
material manufach.rer. Attach lathing accessories where indicated or required for secure
attachment to substate.
Coat subshates with adhesive before applying fire-resistive material where required to achieve
fire-resistance rating or as recommended in writing by sprayed fire-resistive material
manufacturer for material and application indicated.
Extend fire-resistive material in full thickness over entire area of each substrate to be protected.
Unless otherwise recommended in writing by sprayed fire-resistive material manufacturer,
install body of fre-resistive covering in a single cowse.
Spray apply fire-resistive materials to maximum extent possible. Following the spraying
operation in each area, complete the coverage by trowel application or other placement method
recommended in writing by sprayed fire-resistive material manufacturer.
Apply concealed sprayed fire-resistive material in thicknesses and densities not less than those
required to achieve fire-resistance ratings designated for each condition, but apply in greater
thicknesses and densities if specified in Part 2 "Concealed Sprayed Fire-Resistive Materials"
Article.
Immediately after completing spraying operations in each containable area of Project, remove
material overspray and fallout from surfaces ofother construction and clean exposed surfaces to
remove evidence of soiling.
Repair or replace work that has not been successfully protected.
FIELD QUALITYCONTROL
Testing Agency: Owner will engage a qualified independent testing and inspecting agency to
perform freld tests and inspections and to prepare test reports.
SPRAYED FIRE-RESISTIVE MATERTALS 07811 - 6
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Testing Services: Testing and inspecting of completed applications of sprayed fire-resistive
material shall take place in successive stages, in areas of extent and using methods as follows.
Do not proceed with application of sprayed fire-resistive material for the next area until test
results for previously completed applications of sprayed fire-resistive material show compliance
with requirements. Tested values must equal or exceed values indicated and required for
approved fire-resistance desi gn.
l. Thickness for Floor, Roof, and Wall Assemblies: For each 1000-sq. ft. (93-sq. m) area,
or partial area, on each floor, from the average of 4 measurements from a 144-sq. in.
(0.093-sq. m) sample area, with sample width of not less than 6 inches (152 mm) per
ASTM E 605.
2. Thickness for Struchral Frame Members: From a sample of 25 percent of structural
members per floor, taking 9 measurements at a single cross section for structural frame
beams or girders, 7 measurements of a single cross section for joists and trusses, and 12
measurements of a single cross section for columns per ASTM E 605.
3. Density for Floors, Roofs, Walls, and Stnrctural Frame Members: At frequency and from
sample size indicated for determining thickness of each type of constuction and
structural framing member, per ASTM E 605 or AWCI Technical Manual 12-A,
Section 5.4.5, "Dsplacement Method."
4. Bond Strength for Floors, Roofs, Walls, and Structural Framing Members: For each
10,000-sq. ft. (929 sq. m) area, or partial area, on each floor, cohesion and adhesion from
one sample of size indicated for determining thickness of each type of construction and
structural framing member, per ASTM E 736.
5. If testing finds applications of sprayed fire-resistive material are not in compliance with
requirements, testing and inspecting agency will perform additional random testing to
determine extent of noncompliance.
Remove and replace applications of sprayed fire-resistive material where test results indicate
that it does not comply with specified requirements for cohesion and adhesion, for density, or
for both.
Apply additional sprayed fire-resistive material per manufacturer's written insfuctions where
test results indicate that thickness does not comply with specified requirements.
Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
END OF SECTION 07811
3/9/2004
SPRAYED FIRE-RESISTIVE MATEzuALS 07811 - 7
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SECTION 07 841 - THROUGH-PENETRATION FIRESTOP SYSTEMS
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PART I -GENERAL
I.T RELATED DOCT]MENTS
I A. Drawings and general provisions of the Contract, including General and Supplementary
- Conditions and Division I Specification Sections, apply to this Section.
. 1.2 SI]MMARY
I A. This Section includes tbrough-penetration firestop systems for penetrations through fire-
I resistance-rated constructions, including both empty openings and openings containing
penehating items.
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I B. Related Sections include the following:
I l. Division 7 Section "Fire-Resistive Joint Systems."
f| 2. Division 15 Sections speci$ing duct and piping penetrations.r 3. Division 16 Sections specifoing cable and conduit penetrations.
I r.3 PERFORMANCE REQUTREMENTS
I A. General: For penetrations through fire-resistance-rated constructions, including both empty
I openings and openings containing peneftating iiems, provide through-penetration firestop
systems that are produced and installed to resist spread of fire according to requirements
I indicated, resist passage of smoke and other gases, and maintain original fire-resistance rating
I ofconstuction penehated.
l. Fire-resistance-rated walls including fire walls, fire partitions, fire barriers, and smoke
barriers.l, 2. Fire-resistance-rated horizontal assemblies including floors, floor/ceiling assembties, and
ceiling membranes of rooflceiling assemblies.
I B. Rated Systems: Provide through-penetration firestop systems with the following ratings
determined per ASTM E 814 or UL 1479:
I l. F-Rated Systems: Provide through-penetration firestop systems with F-ratings indicated,
but not less than that equaling or exceeding fire-resistance rating of constructions
penetrated.I 2
ll::lifi'il:,,d:iff.?l:xiTJTlifiilJ"J*:Jy,:t'l;Tt;,:::';:,':';::l:!
items exposed to potential contact with adjacent materials in occupiable floor areas:
I a. Penetrations located outside wall cavities.
b. Penetrationslocatedoutside fire-resistance-ratedshaftenclosures.I
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For through-penetration firestop systems exposed to view, traffic, moisture, and physical
damage, provide products that, after curing, do not deteriorate when exposed to these conditions
both during and after constuction.
1. For piping penehations for plumbing and wet-pipe sprinkler systems, provide moisture-
resistant through-penehation fi restop systems.
2. For floor penehations with annular spaces exceeding 4 inches (100 rnm) in width and
exposed to possible loading and haffic, provide firestop systems capable of supporting
floor loads involved, either by installing floor plates or by other means.
3. For penetrations involving insulated piping, provide through-penetration firestop systems
not requiring removal of insulation.
D. For through-penetration firestop systems exposed to view, provide products with flame-spread
and smokedeveloped indexes of less than 25 and 450, respectively, as determined per
ASTM E 84.
STJBMITTALS
Product Data: For each type ofproduct indicated.
Shop Drawings: For each through-penetration firestop system, show each type of construction
condition penetrated, relationships to adjoining construction, and type of penetrating item.
lnclude firestop design designation of qualified testing and inspecting agency that evidences
compliance with requirements for each condition indicated.
|. Submit documentation, including illustrations, from a qualified testing and inspecting
agency that is applicable to each through-penetration firestop system configuration for
construction and penetrating items.
Through-Penetration Firestop System Schedule: Indicate locations ofeach through-penetration
firestop system, along with the following information:
I . Types of penehating items.
2. Types of constructions penetrated, including fire-resistance ratings and, where applicable,
thicknesses of construction penetrated.
3. Through-penetration firestop systems for each location identified by firestop design
designation ofqualified testing and inspecting agency.
Qualification Data: For Installer.
Product Test Reports: From a qualified testing agency indicating through-penetration firestop
system complies with requirements, based on comprehensive testing of current products.
QUALITY ASSURANCE
Installer Qualifications: A firm experienced in installing through-penetration firestop systems
similar in material, design, and extent to that indicated for this Project, whose work has resulted
in construction with a record of successful performance. Qualifications include having the
necessary experience, staff, and training to install manufacturer's products per specihed
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requirements. Manufacturer's willingress to sell its through-penetration firestop system
products to Contractor or to Installer engaged by Contractor does not in itself confer
qualification on buyer.
Installation Responsibility: Assign installation of through-penetration firestop systems and fire-
resistive joint systems in Project to a single qualified installer.
Source Limitations: Obtain through-penetration firestop systems, for each kind of penetration
and constnrction condition indicated, through one source from a single manufacturer.
Fire-Test-Response Characteristics: Provide through-penetration firestop systems that comply
with the following requirements and those specified in Part I "Performance Requirements"
Article:
l. Firestopping tests are performed by a qualified testing and inspecting agency. A
qualified testing and inspecting agency is UL or another agency performing testing and
follow-up inspection services for firestop systems acceptable to authorities having
jurisdiction.
2. Through-penetration firestop systems are identical to those tested per tesfing standard
referenced in "Part I Performance Requirements" Article. Provide rated systems
complying with the following requirements:
a. Through-penetration firestop systems correspond to those indicated by reference to
through-penetration firestop system designations listed by the following:
l) UL in its "Fire Resistance Directory."
DELIVERY, STORAGE, AND HANDLING
Deliver through-penetration firestop system products to Project site in original, unopened
containers or packages with intact and legible manufacturers' labels identifuing product and
manufacturer, date of manufacture, lot number, shelf life if applicable, qualified testing and
inspecting agency's classification marking applicable to Project, curing time, and mixing
instructions for multicomponent materials.
Store and handle materials for through-penetration firestop systems to prevent their
deterioration or damage due to moisture, temperatue changes, contaminants, or other causes.
PROJECT CONDITIONS
Environmental Limitations: Do not install through-penetration firestop systems when ambient
or substrate temperatures are outside limits permitted by through-penetration firestop system
manufacturers or when substrates are wet due to rain, frost, condensation, or other causes.
Ventilate through-penetration firestop systems per manufacturer's written instructions by natural
means or, where this is inadequate, forced-air circulation.
3/20/2004
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THROUGH.PENETRATION FIRESTOP SYSTENTS 0784t - 3
20031557.00 MENDIKRESIDENCE 3t20/2004
COORDTNATION
Coordinate construction of openings and penetrating items to ensure that through-penetration
firestop systems are installed according to specified requirements.
Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate
through-penehation fi restop systems.
Notifr Owner's inspecting agency at least seven days in advance of through-penetration firestop
system installations; confirm dates and times on days preceding each series of installations.
Do not cover up through-penehation firestop system installations that will become concealed
behind other construction until each installation has been examined by building inspector, if
required by authorities having jurisdiction.
PART 2. PRODUCTS
MANUFACTTJRERS
Available Products: Subject to compliance with requirements, through-penetration firestop
systems that may be incorporated into the Work include, but are not limited to, those systems
indicated that are produced by one of the following manufacturers:
l. A/D Fire Protection Systems Inc.
2. Grace, W. R. & Co. - Conn.
3. Hilti. Inc.
4. Johns Manville.
5. Nelson Firestop Products.
6. NUCO Inc.
7. RectorSeal Corporation (The).
8. Specified Technologies Inc.
9. 3M; Fire Protection Products Division.
10. Tremco; Sealant/WeatherproofingDivision.
I l. USG Corporation.
FIRESTOPPING, GENERAL
Compatibility: Provide through-penetration firestop systems that are compatible with one
another; with the substrates forming openings; and with the items, if any, penetrating through-
penetration firestop systems, under conditions of service and application, as demonstrated by
through-penetration firestop system manufacturer based on testing and field expenence.
Accessories: Provide components for each through-penetation firestop system that are needed
to install fill materials and to comply with Part I "Performance Requirements" Article. Use
only components specified by through-penehation firestop system manufacturer and approved
by qualified testing and inspecting agency for firestop systems indicated. Accessories include,
but are not limited to, the following items:
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l. Permanentforming/dammingibackingmaterials, includingthefollowing:
a. Slag-/rock-wool-fiberinsulation.
b. Sealants used in combination with other forming/damming/backing materials to
prevent leakage of filI materials in liquid state.
c. Fire-rated form board.
d. Fillers for sealants.
2. Temporary forming materials.
3. SubsEate primers.
4. Collars.
5. Steel sleeves.
2.3 FILL MATERIALS
I A. General: Provide through-penetration firestop systems containing the tpes of fill materials
indicated in the Through-Penetration Firestop System Schedule at the end of Part 3 by
I referencing the types of materials described in this Article. Fill materials are those refened to in
I directories of referenced testing and inspecting agencies as "fi11," "void," or "cavity" materials.
I B. Casrin-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete
I floors and consisting of an outer metallic sleeve lined with an intumescent strip, a radial
extended flange attached to one end of the sleeve for fastening to concrete formwork, and a
- neoprene gasket.
Ir C. Latex Sealants: Single-component latex formulations that after cure do not re-emulsify during
exposure to morsh.lre.
I D. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined with
intumescent material sized to fit specific diameter of penetrant.
I E. Lntumescent Composite Sheets: Rigid panels consisting of aluminum-foil-faced elastomeric
sheet bonded to galvanized steel sheet.
I F. lntumescent Putties: Nonhardening dielectric, water-resistant putties containing no solvents,
inorganic fibers, or silicone compounds.
I G. lntumescent Wrap Strips: Single-component intumescent elastomeric sheets with aluminumt foil on one side.
I H. Mortars: Prepackaged dry mixes consisting of a blend of inorganic binders, hydraulic cement,
I fillers, and lightweight aggregate formulated for mixing with water at Project site to form a
nonshrinking, homogeneous mortar.
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I I. Pillows/Bags: Reusable heat-expanding pillowVbags consisting of glass-fiber cloth cases filled
with a combination of mineral-fiber, water-insoluble expansion agents, and fire-retardant
I additrves.
I J. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand
and cure in place to produce a flexible, nonshrinking foam.
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Silicone Sealants: Single-component, silicone-based, neutral-curing elastomeric sealants of
grade indicated below:
L Grade: Pourable (self-leveling) formulation for openings in floors and other horimntal
surfaces, and nonsag formulation for openings in vertical and other surfaces requiring a
nonslumping, gtmnable sealant, unless indicated firestop system limits use to nonsag
grade for both opening conditions.
2. Grade for Horizontal Surfaces: Pourable (self-leveling) formulation for openings in
floors and other horizontal surfaces.
3. Grade for Vertical Surfaces: Nonsag formulation for openings in vertical and other
surfaces.
MD(ING
For those products requiring mixing before application, comply with through-penetration
firestop system manufachrer's written instuctions for accurate proportioning of materials,
water (if required), type of mixing equipment, selection of mixer speeds, mixing containers,
mixing time, and other items or procedures needed to produce products of ruriform quality with
optimum performance characteristics for application indicated.
PART 3 - EXECUTION
EXAMINATION
Examine substrates and conditions, with Installer present, for compliance with requirements for
opening configurations, penetrating items, subshates, and other conditions affecting
performance of work.
l. Proceed with installation only after unsatisfactory conditions have been conected.
PREPARATION
Surface Cleaning: Clean out openings immediately before installing through-penetration
firestop systems to comply with firestop system manufacturer's written instructions and with the
following requirements:
l. Remove from surfaces of opening subshates and from penehating items foreigr materials
that could interfere with adhesion of through-penetration firestop systems.
2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable
of developing optimum bond with through-penetration firestop systems. Remove loose
particles remaining from cleaning operation.
3. Remove laitance and form-release agents from concrete.
Priming: Prime substrates where recommended in writing by through-penetration firestop
system manufacfurer using that manufacturer's recommended products and methods. Confine
primers to areas ofbond; do not allow spillage and migration onto exposed surfaces.
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Masking Tape: Use masking tape to prevent through-penetration firestop systems from
contacting adjoining surfaces that will remain exposed on completion of Work and that would
otherwise be permanently stained or damaged by such contact or by cleaning methods used to
remove smears from firestop system materials. Remove tape as soon as possible without
disturbing firestop system's seal with substrates.
THROUGH.PENETRATION FIRESTOP SYSTEM INSTALLATION
General: krstall through-penefration firestop systems to comply with Part I "Performance
Requirements" Article and with firestop systern manufacturer's written installation instructions
and published drawings for products and applications indicated.
Install forming/damming/backing materials and other accessories of types required to support
fill materials during their application and in the position needed to produce cross-sectional
shapes and depths required to achieve fire ratings indicated.
I . After installing fill materials and allowing them to fully cure, remove combustible
forming materials and other accessories not indicated as permanent components of
firestop systems.
Install fill materials for firestop systems by proven techniques to produce the following results:
l. Frll voids and cavities formed by openings, forming materials, accessories, and
penetrating items as required to achieve fire-resistance ratings indicated.
2. Apply materials so they contact and adhere to substrates formed by openings and
penetrating items.
3. For fill materials that will remain exposed after completing Work, finish to produce
smooth, uniform surfaces that are flush with adjoining finishes.
CLEANING AND PROTECTING
Clean off excess fill materials adjacent to openings as Work progresses by methods and with
cleaning materials that are approved in writing by through-penetration firestop system
manufacturers and that do not damage materials in which openings occur.
Provide final protection and maintain conditions during and after installation that ensure that
through-penetration firestop systems are without damage or deterioration at time of Substantial
Completion. If, despite such protection, damage or deterioration occurs, cut out and remove
damaged or deteriorated through-penetration firestop systems immediately and install new
materials to produce systems complying with specified requirements.
END OF SECTION 0784I
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THROUGH-PENETRATION FIRESTOP SYSTEIUS 0784r -7
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SECTION 07842 - FIRE-RESISTIVE JOINT SYSTEMS
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PART I -GENERAL
r 1.1 RELATEDDoCUMENTS
I A. Drawings and general provisions of the Conhact, including General and Supplementaryr Conditions and Division I Specification Sections, apply to this Section.
I 1.2 SUMMARY
I A. This Section includes fire-resistive joint systems for the following:
I l. Floor-to-floorjoints.
r 2. Floor-to-wall joints.
I 3. Head-of-wall joints.i r 4. Wall{o-wall joints.
r 5. Perimeter fire-resistive joint systems consisting of floor-to-wall joints between perimeter
t edge of fire-resistance-rated floor assemblies and exterior curtain walls.
B. Related Sections include the following:
I l. Division 7 Section "Building Insulation" for floor-to-wall joints indicated as perimeter
I fire-containment systems between perimeter edge of fire-resistance-rated floor assemblies
and back of non-fire-resistance-rated exterior curtain walls.
I 2. Division 7 Section "Through-Penehation Firestop Systems" for systems installed in
I openings in walls and floors with and without penetrating items.
3. Division 7 Section "Joint Sealants" for non-fire-resistive ioint sealants.
I I.3 PERFoRMANcEREQUIREMENTS
I A. General: Provide fire-resistive joint systems that are produced and installed to resist spread ofr fire according to requirements indicated, resist passage of smoke and other gases, and maintain
original fire-resistance rating of assembly in which fire-resistive joint systems are installed.
I B. Joint Systems in and between Fire-Resistance-Rated Constructions: Provide systems with
assembly ratings equaling or exceeding the fue-resistance ratings of construction that they join,
I and with movement capabilities and L-ratings indicated as determined by UL2079.
I C. For fire-resistive systems exposed to view, provide products with flame-spread and smoke-
r developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84.
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1.4 SUBMITTALS
! A. Product Data: Foreachtype ofproduct indicated.
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Shop Drawings: For each fire-resistive joint system, show each kind of construction condition
in which joints are installed; also show relationships to adjoining construction. Include fire-
resistive joint system design designation of testing and inspecting ag€ncy acceptable to
authorities having jurisdiction that demonshates compliance with requirements for each
condition indicated.
l. Submit documentation, including illustrations, from a qualified testing and inspecting
agency that is applicable to each fire-resistive joint system configuration for conskuction
and penebating items.
Product Certificates: For each type of fire-resistive joint system, signed by product
manufacturer.
Qualification Data: For Installer.
Evaluation Reports: Evidence of fire-resistive joint systems' compliance with ICBO ES AC30,
from the ICBO Evaluation Service.
QUALITY ASSURANCE
Installer Qualifications: A firm that has been approved by FMG according to FMG499I,
"Approval of Firestop Contractors. "
Installation Responsibility: Assign installation of through-penetration frrestop systems and hre-
resistive joint systems in Proj ect to a single qualified installer.
Source Limitations: Obtain fire-resistive joint systems, for each kind of joint and construction
condition indicated, through one source from a single manufacturer.
Fire-Test-Response Characteristics: Provide fire-resistive joint systems that comply with the
following requirements and those specified in Part I "Performance Requirements" Article:
l. Fire-resistance tests are performed by a qualified testing and inspecting agency. A
qualified testing and inspecting agency is UL or another agency performing testing and
follow-up inspection services for fire-resistive joint systems acceptable to authorities
having jurisdiction.
2. Fire-resistive joint systems are identical to those tested per methods indicated in Part I
"Performance Requirements" Article and comply with the following:
a. Fire-resistive joint system products bear classification marking of qualified testing
and inspecting agency.
b. Fire-resistive joint systems correspond to those indicated by referencing system
designations of the qualified testing and inspecting agency.
DELryERY, STORAGE, AND HANDLING
Deliver hre-resistive joint system products to Proj ect site in original, unopened containers or
packages with qualified testing and inspecting agency's classification marking applicable to
Project and with intact and legible manufacturers' labels identifying product and manufacturer,
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fordate of manufacfure, lot number,
multicomponent materials.
Store and handle materials for fire-resistive joint systems to prevent their deterioration or
damage due to moisfure, temperature changes, contaminants, or other causes.
PROJECT CONDITIONS
Environmental Limitations: Do not install fire-resistive joint systems when ambient or substrate
temperatures are outside limits permitted by fire-resistive joint system manufacturers or when
substrates are wet due to rain, frost, condensation, or other causes.
Ventilate fire-resistive joint systems per manufacturer's written instructions by natural means or,
if this is inadequate, forced-air circulation.
COORDINATION
Coordinate construction of joints to €nsure that fire-resistive joint systems are installed
according to specified requirements.
Coordinate sizing ofjoints to accommodate fire-resistive joint systems.
PART2 -PRODUCTS
MANTIFACTT]RERS
Available Products: Subject to compliance with requirements, fire-resistive joint systems that
may be incorporated into the Work include, but are not limited to, those systems indicated in the
Fire-Resistive Joint System Schedule at the end of Part 3.
FIRE-RESISTTVE JOINT SYSTEMS
Compatibility: Provide fire-resistive joint systems that are compatible with joint substrates,
under conditions of service and application, as demonstrated by fire-resistive joint system
manufacturer based on testing and field experience.
Accessories: Provide components of fire-resistive joint systems, including primers and forming
materials, that are needed to install frll materials and to comply with Part I "Performance
Requirements" Article. Use only components specified by fire-resistive joint system
manufacturer and approved by the qualified testing and inspecting agency for systems indicated.
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EXAMINATION
Examine substrates and conditions, with Installer pres€nt, for compliance with requirements for
joint configurations, substrates, and other conditions affecting perfonnance of work.
1. Proceed with installation onlv after unsatisfactorv conditions have been corrected.
PREPARATTON
Surface Cleaning: Clean joints immediately before installing fire-resistive joint systems to
comply with fire-resistive joint system manufacturer's written insFuctions and the following
requirements:
[. Remove from surfaces of joint subshates foreign materials that could interfere with
adhesion of fiIl materials.
2. Clean joint substrates to produce clean, sound surfaces capable of developing optimum
bond with fill materials. Remove loose particles remaining from cleaning operation.3. Remove laitance and form-release agents from concrete.
Priming: Prime substrates where recommended in writing by fire-resistive joint system
manufacturer using that manufacturer's recommended products and methods. Confine primers
to areas ofbond; do not allow spillage and migration onto exposed surfaces.
Masking Tape: Use masking tape to prevent fill materials of fire-resistive joint system from
contacting adjoining surfaces that will remain exposed on completion of Work and that would
otherwise be permanently stained or damaged by such contact or by cleaning methods used to
remove smears from fire-resistive joint system materials. Remove tape as soon as possible
without disturbing fire-resistive joint system's seal with substrates or damaging adjoining
surlaces.
INSTALLATION
General: Install fire-resistive joint systems to comply with Part I "Performance Requirements"
Article and hre-resistive joint system manufacturer's written installation instructions for
products and applications indicated.
Install forming/packing/backing materials and other accessories of types required to support fill
materials during their application and in position needed to produce cross-sectional shapes and
depths required to achieve fire ratings indicated.
Install fill materials for fire-resistive joint systems by proven techniques to produce the
following results:
L Fill voids and cavities formed by openings and forming/packing/backing materials as
required to achieve fire-resistance ratings indicated.
2. Apply fill materials so they contact and adhere to subshates formed by joints.
FIRE-RESISTIVE JOINT SYSTEMS 07842 - 4
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3. For fill materials that will remain exposed after completing Work, hnish to produce
smooth, uniform surfaces that are flush with adjoining finishes.
3.4 CLEANINGANDPROTECTING
A. Clean off excess fill materials adjacent to joints as Work progresses by methods and with
cleaning materials that are approved in writing by fire-resistive joint system manufacturers and
I that do not damage materials in which openings occur.
" B. Provide final protection and maintain conditions during and after installation that ensure frre-
resistive joint systems are without damage or deterioration at time of Substantial Completion. If
damage or deterioration occurs despite such protection, cut out and remove damaged or
deteriorated fire-resistive joint systems immediately and install new materials to produce fire-
resistive joint systems complying with specified requirements.
END OF SECTION 07842
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I yait Mounrain Lodge
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r- SECTION 07920 - JOINT SEALANTS
'It PARTr-GENERAL
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! I.I RELATEDDoCUMENTS
il A Drawings and general provisions of the Contract, including General and Supplementary Conditions and
I Division I Specification Sections, apply to this Section.
I t.z .TJMMARYJ
A. This Section includes sealants for the following applications, including those specified by reference to
this Section:
B. This Section includes sealants for the following applications:
t. Exterior joints in the following vertical surfaces and nontraffic horizontal surfaces:
a. Control and expansion joints in cast-in-place concrete above interior spaces only.
b. Joints in exterior insulation and finish systems.
c. Joints between different materials listed in a. & b. above.
d. Perimeter joints between materials listed above and frames of doors and windows.
e. Other joints as indicated.
2. Exteriorjoinls in the following horizontal traffic surfaces:
a. Control, expansion, and isolationjoints in cast-in-place concrete slabs.
b. Tile control and expansion joints.
c. Joints between different materials listed in a. & b. above.
d. Other joints as indicated.
3. Interior joints in the following vertical surfaces and horizontal nontraffic surfaces:
a. Perimeter joints ofexterior openings where indicated.
b. Tile control and expansion joints.
c. Joints between plumbing fixtures and adjoining walls, floors, and counters.
d. Other joints as indicated.rlrtal 4. Interior joints in the following horizontal traffic surfaces:
t a. Control and expansion joints in stone flooring.
r. b. Control and expansion joints in lile flooring.- c. Other joints as indicated.
I C. Related Sections include the following:
l. Division 2 Section "Pavement Joint Sealants" for sealing joints in pavements, walkways, and
curbing.
2. Division 4 Section "Unit Masonry" for masonry control and expansion joint fillers and gaskets.
3. Division 8 Section "Glazing" for glazing sealants.
0022000
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4. Division 9 Section "Gypsum Board Assemblies" for sealing perimeter joints of gypsum board
Dartitions to reduce sound transmission.
PEMORMANCE REQUIREMENTS
Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals
without staining or deteriorating joint substrates.
Provide joint sealants for interior applications that establish and maintain airtight and water-resistant
continuous joint seals without staining or deteriorating joint substrates.
I.4 SUBMITTALS
A. Product Data: For each joint-scalant product indicated.
B. Samples for Initial Selection: Manufacturerb color charts consisting of strips of cured sealants showing
the full range ofcolors available for each product exposed to view.
C. Product Certificates: Signed by manufacturers ofjoint sealants certifying that products furnished comply
with requirements and are suitable for the use indicated.
D. Qualification Data: For firms and persons speci fied in "Quality Assurance" Article to demonstrate their
capabilities and experience. Include lists of completed projects with project names and addresses, names
and addresses of architects and owners, and other information specified.
. E. Compatibility and Adbesion Test Reports: From sealant manufaclurer indicating the following:
l. Materials forming joint substrates and joint-sealant backings have been tested for compatibility
and adhesion wilh joint sealanls.
2. Interpretation of test results and written recommendations for primers and substrate preparation
needed for adhesion.
F. Product Test Reports: From a qualified testing agency indicating sealants comply with requirements,
based on comprehensive testing of current product formulations.
G. Warranties: Special warranties specified in this Section.
I.5 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who has specialized in installing joint sealants similar
in material, design, and extent to those indicated for this Project and whose work has resulted in joinF
sealant installations with a record of successful in-service performance.
B. Source Limitations: Obtain each type ofjoint sealant through one source from a single manufacturer.
C. Mockups: Before installing joint sealants, apply elastomeric sealants as follows to verify selections made
under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution:
l. Joints in mockups of assemblies specified in other Sections that are indicated to receive
elastomeric joint sealants, which are specified by reference to this Section.
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DELIVERY. STORAGE. AND HANDLING
Deliver materials to Project site in original unopened containers or bundles with labels indicating
manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing
instructions for multicomponent materials.
Store and handle materials in compliance with manufacturer's written instructions to Prevent their
deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.
C.
PROJECT CONDITIONS
Environmental Limitations: Do not proceed with installation of joint sealants under the following
conditions:
l. When ambient and substrate temperature conditions are outside limits permitted by joint sealant
manufacturer.
2. When ambient and subslrate temperature conditions are outside limits permitted by joint sealant
manufacturer or are below 4O deg F(4.4 deg C).
3. When joint substrates are wet.
Joincwidth Conditions: Do not proceed with installation of joint sealants where joint widths are less
than those allowed by joint sealant manufacturer for applications indicated.
JoinrSubstrate Conditions: Do not proceed with installation ofjoint sealants until contaminants capable
of interfering with adhesion are removed from joint substrates-
WARRANTY
General Warranty: Special wananties specified in this Article shall not deprive Owner of other rights
Owner may have under other provisions of the Contract Documents and shall be in addition to, and run
concurrent with, other warranties made by Contractor under requirements of the Contract Documents.
Special Installer's Warranty: Written warranty, signed by Installer agreeing to repair or replace
elastomeric joint sealants that do not comply with performance and other requirements specified in this
Section within specified warranty period.
l. Warranty Period: Two years from date of Substantial Completion.
Special Manufacturer's Warranty: Written wananty, signed by elastomeric sealant manufacturer agreeing
to furnish elastomeric joint sealants to repair or replace those that do not comply with perforrnance and
other requirements specified in this Section within specified warranty period.
l. Warranty Period: 20 years from date of Substantial Completion.
Special warranties specified in this futicle exclude deterioration or failure of elastomeric joint sealants
from the following:
l. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's
written specifications for sealant elongation and compression caused by structural settlement or
errors attributable to design or construction.
2. Disintegration ofjoint substrates from natural causes exceeding design specifications.
3. Mechanical damage caused by individuals, tools, or other outside agents.
4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contamtnants.
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PART 2 - PRODUCTS
.IOINT SEALANTS
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PRODUCTS AND MANI.JFACTTJRERS
Available Products: Subject to compliance with requirements, products that may be incorporated into the
Work include, but are not limited to, the products specified in the sealant schedules at the end of Part 3.
MATERIALS, GENERAL
Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one
another and with joint substrates under conditions of service and application, as demonstrated by sealant
manufacturer based on testing and field experience.
Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range for this
characteristic.
ELASTOMERIC JOINT SEALANTS
Elastomeric Sealant Standard: Comply with ASTM C 920 and other rcquirernents indicated for each
liquid-applied chemically curing sealant in the Elastomeric Joint-Sealant Schedule at th€ end of Part 3,
including those referencing ASTM C 920 classifications for type, grade, class, and uses.
Additional Movement Capability: Where additional movement capability is specified in the Elastomeric
Joint-sealant Schedule, provide products with the capability, when tesled for adhesion and cohesion
under maximum cyclic movement per ASTM C 719, to withstand the specified percentage change in the
joint width existing at the time of installation and remain in compliance with other requirements of
ASTM C 920 for uses indicated.
Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that will come in
repeated contact with food, provide products that comply with 2l CFR 17?.2600.
LATEX JOINT SEALANTS
Latex Sealant Standard: Comply with ASTM C 834 for each product of this description indicated in the
Latex Joint-Sealant Schedule at the end ofPart 3.
ACOUSTICAL JOINT SEALANTS
Acoustical Sealant for Exposed and Concealed Joints: For each product of this description indicated in
the Acoustical Joint-Sealant Schedule'at the end of Part 3, provide manufacturer's standard nonsag,
paintable, nonstaining latex sealant complying with ASTM C 834 and the following:
l. Product effectively reduces airborne sound transmission through perimeter joints and openings in
building construction as demonstrated by testing representative assemblies according to
ASTM E 90.
JOINT.SEALANT BACKING
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General: Provide sealant backings of material and type that are nonstainingl are compatible with joint
substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant
manufacturer based on field experience and laboratory testing.
Cylindrical Sealant Backings: ASTM C 1330, of type indicated below and of size and density to control
sealant depth and otherwise contribute to producing optimum sealant performance:
l. Type C: Closed-cell material with a surface skin.
2. Type O: Open-cell material on vertical surfaces only
3. Type: Any material indicated above.
Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for
preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back ofjoint
where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable.
MISCELLANEOUS MATERIAI.S
Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to
joint substrates indicated, as determined from preconstruction joinrsealant-substrate tests and field tests.
Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant
backing materials, free of oily residues or other substances capable of staining or harming joint substrates
and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants
with joint subslrates.
Masking Tape: Nonstaining, nonabsorbent material compalible with joint sealants and surfaces adjacent
to ioints.
PART 3 - E>GCUTION
EXAMINATION
Examine joints indicated to re.eive joint sealants, with Installer present, for compliance with
requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant
performance.
Proceed with installation only after unsatisfactory conditions have been corrected.
PREPARATION
Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with
joint sealant manufacturer's writlen instructions and the following requirements:
L Remove all foreign material from joint substrates that could interfere with adhesion of joint
sealant, including dust, paints (except for permanent, protective coatings tested and approved for
sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease,
waterproofing, water repellents, water, surface dirt, and frost.
2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading,
or a combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint sealants. Remove loose particles remaining from above cleaning
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operations by vacuuming or blowing oul joints with oil-free compressed air. Porous joint surfaces
include the following:
a. Concrete.
b. Masonry.
c. Unglazed surfaces of ceramic tile.
3. Remove laitance and form-release agents from concrete.
4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates,
or leave residues capable of interfering with adhesion ofjoint sealants'
a. Metal.
b. Glass.
c. Porcelain enamel.
d. Glazed surfaces of ceramic tile.
Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based
on preconstruction joinrsealant-substrate tests or prior experience. Apply primer to comply with joint
sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow
spillage or migration onto adjoining surfaces.
Masking Tape: Use masking tape where required to prevent contact of sealant wilh adjoining surfaces
that otherwise would be permanently stained or damaged by such contact or by cleaning methods
required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal.
INSTALLATION OF JOINT SEALANTS
General: Comply with joint sealant manufacturer's written installation instructions for products and
applications indicated, unless more stringent requiremena apply.
Sealant Installation Standard: Comply with recommendations of ASTM C I 193 for use of joint sealants
as applicable to materials, applications, and conditions indicated.
Acoustical Sealant Application Standard: Comply with recommendations of ASTM C 919 for use of
joint sealants in acoustical applications as applicable to materials, applications, and conditions indicated.
Install sealant backings of type indicated to support s€alants during application and at position required to
produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum
sealant movement capability.
1. Do not leave gaps between ends of sealant backings.
2. Do not stretch, twist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application and replace
them with dry materials.
Install bond-breaker tape behind sealants where sealant backings are not used between sealants and back
ofjoints.
Install sealants by proven techniques to comply with the following and at the same time backings are
installed:
l. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses provided for each joint configuration.
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3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum
sealant movement capability.
Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins,
tool sealants according to requirements specified below to form smooth, uniform beads of configuration
indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides ofjoint.
3./
5.
Remove excess sealants from surfaces adjacent to joint.
Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor
sealadts or adjacent surfaces.
Provide concave joint configuration per Figure 5A in ASTM C I 193, unless otherwise indicated.
Provide flush joint configuration, per Figure 5B in ASTM C I 193, where indicated.
Provide recessed joint configuration, per Figure 5C in ASTMC 1193, of recess depth and at
locations indicated.
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Use masking tape to protect adjacent surfaces of reressed tooled joints.
CLEANING
Clean off excess seatants or sealant smears adjacenl to joints as the Work progresses by methods and with
cleaning materials approved in writing by manufacturers ofjoint sealants and of products in which joints
occur.
PROTECTION
Protect joint sealants during and after curing period from contact with contaminating substances and from
damage resulting from construction operations or other causes so sealants are without deterioration or
damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs,
cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired
areas are indistinguishable from the original work.
ELASTOMERIC JOINT.SEALANT SCFIEDULE
Medium-Modulus Neutral-Curing Silicone Sealant: Where joint sealants of this type are indicated,
provide products complying with the following:
l. Products: Available products include the following:
a. 791; Dow Corning.
b. 795: Dow Cornine.
HiFlex 393: NUCO Industries. Inc.
PSI-63 l; Polymeric Systems, Inc.
SM573 I Poly-Glaze; Schnee-Morehead, Inc.
SM5733 Polv-Glaze: Schnee-Morehead, Inc.
g. Spectrem 2; Tremco.
h. Tremsil 600: Tremco.
Type and Grade: S (single component) and NS (nonsag).
Class:25.
Use Related to Exposure: NT (nontraffic).
Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O.
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JOINT SEALANTS 07920 - 7
Vail Mountain Lodge
Stain-TesrResponse Characteristics: Nonsuining to porous substrates per ASTM C 1248.
Applications: Glazing, metal (without high performance coatings) and other non-porous surfaces
including galvanized steel and previously painted or varnished wood.
Medium-Modulus Neutral-Curing Silicone Sealant: Where joint sealants of this type are indicated,
provide products complying with the following:
l. Products: Available products include the following:
a. 756 H.P.; Dow Corning.
b. Silglaze II; GE Silicones.
c. 895; Pecora Corporation.
Type and Grade: S (single component) and NS (nonsag).
Class:25.
Additional Movement Capability: 50 percent movement in extension and 50 percent movement in
compression for a total of 100 percent movement.
Use[s] Related to Exposure: NT (nontraffic).
Uses Related to Joint SubsEates: G, A, and, as applicable to joinl substrates indicated' O.
Applications: Color anodic aluminum and aluminum coated with a high-performance coating
where color other lhan black is selected by Atchitect.
High-Modulus Neutral-Curing Silicone Sealant: Where joint sealans of this type are indicated, provide
products complying with the following:
L Products: Available products include the following:
a. 799; Dow Corning.
b. NuFlex 319, NUCO Irdustries, Inc.
c. SM5734 Controlled Flow Poly-Glaze; Schnee-Morehead, Inc.
2. Type and Grade: S (single componenl) and NS (nonsag).
3. Class: 25.
4. Use Related to Exposure: NT (nontraffic).
5. Uses Related to Joint Substrates: G, A, and, as applicable to joint substrates indicated, O.
6. Applications: Glazing and where glazing abuts color anodic aluminum and aluminum coated with
a hi gh-performance coating.
High-Modulus Neutral-Curing Silicone Sealant: Where joint sealants of this type are indicated, provide
products complying with the following:
l. Products: Available products include the following:
a. 995; Dow Corning.
b. Ultraglaze 4000: GE Silicones.
c. Ultraglaze 4000AC; GE Silicones.
Type and Grade: S (single component) and NS (nonsag).
Class: 25.
Additional Movement Capability: 50 percent movement in extension and 50 percent movement in
compression for a total of 100 percent movement.
Use Related to Exposure: NT (nontraffic).
Uses Related to Joint Substrates: G, A, and, as applicable to joint substrates indicated, O.
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7. Applications: Color anodic aluminum and aluminum coated with a high-performance coating
where black color is selected by fuchitect.
Mildew-Resistant Silicone Sealant: Where joint sealants of this type are indicated, provide products
formulated with fungicide that are intended for sealing interior ceramic tile joints and other nonporous
substrates that are subject to in-service exposures of high humidity and temperature extremes, and that
comply with the following:
l. Products: Available products include the following:
a. 786 Mildew Resistant; Dow Corning.
b. Sanitary 1700; GE Silicones.
c. NuFlex 302; NUCO Industries, Inc.
d. 898 Silicone Sanitary Sealant; Pecora Corporation.
e. PSI-61 l; Polymeric Systems, Inc.
f. Tremsil 600 White: Tremco.
Type and Grade: S (single component) and NS (nonsag).
Class: 25.
Use Related to Exposure: NT (nontraffic).
Uses Related to Joint Substrates: G, A, and, as applicable to joint substrates indicated, O.
Applications: Between toilet room and other plumbing fixtures and walls, countertops and other
non-porous surfaces including ceramic tile, porcelain, stainless steel, plastic laminate, solid
surfacing materials and the like.
Multicomponent Nonsag Urethane Sealant: Where joint sealants of this type are indicated, provide
products complying with the following:
l. Products: Available products include the following:
a. Vulkem922:Mamer,olnternational.
b. Dynatrol II; Pecora Corporation.c. Flexiprene 20O0; Polymeric Systems, Inc.
d. Sikaflex - 2c NS; Sika Corporation.
e- DYmeric 5l l: Tremco.
2. Type and Grade: M (multicomponent) and NS (nonsag).
3. Class: 25.
4. Additional Movement Capability: 50 percent movement in extension and 50 percent in
compression for a total of 100 percent movement.
Use Related to Exposure: NT (nontraffic).
Uses Related to Joint Substates: M, A, and, as applicable to joint substrates indicated, O.
Applications: Brick, stone, concrete, concrete masonry units and exterior insulation and finish
systems. Also where joints of these materials abut color anodic aluminum and aluminum coated
with a high-performance coating, galvanized and other metals. Verify manufacturer requirements
for primer for use with anodic aluminum surfaces.
LATEX JOINT-SEALANT SC}IEDULE
Latex Sealant: Where joint sealants of this type are indicated, provide products complying with the
followins:
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I JOINT SEALANTS 07920 - 9
Vail Mountain Lodge 0022000
l. Products: Available products include the following:
a. Chem-Calk 600; Bostik Inc.
b. NuFlex 330; NUCO Industries, Inc.
c. LC 16O All Purpose Acrylic Caulk; Ohio Sealants, [nc.
d. AC-20; Pecora Cor?oration.
e. PSI-701; Polymeric Systems' Inc.
f. Sonolac; Sonneborn Building Prodrcts Div-, ChemRex, Inc.
C. Tremflex 834; Trenro.
Applications: Interior caulk joints hollow metal frames, walls and similar surfaces to be painted
where little or no joint movemcnt is snticipated.
ACOUSTICAI JOINT-SEALANT SC}IEDT'LE
Acoustical Sealant for Exposed and Concealed Joints: Where joint scalants of this type are indicated,
provide products complying with the following:
l. Products: Available products include the following:
a. AC-20 FTR Acoustical and Insulation Sealanti Pecora Corporation.
b. SHEETROCK Acoustical Sealant; USG Corp., United States Gypsum Co.
2. Applications: At locations other than gypsum board type assemblies. (See Division 9 Sections for
acoustical joint-sealant at gypsum board assemblies.)
END OF SECTION 07920
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SECTION O8I I1 - STANDARD STEEL FRAMES
PART 1-GENERAL
I'- l.l SUMMARYtA. This Section includes standard hollow-metal steel frames.
I r.z suBMrrrALSJ
A. Product Data: Include construction details, material descriptions, core descriptions, label
I compliance, fire-resistance rating, and finishes for each Upe of steel door and frame specified.
I B. Shop Drawings: Provide a schedule of standard steel doors and frames using same reference
i numbers for details and openings as those on Drawings.
- C. hoduct test reports.
' I.3 QUALITYASSURANCE
I A. Fire-Rated Door Frame Assemblies: Assemblies complying with NFPA 80 that are listed and
I labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-
protection ratings indicated.
a l. Test Pressure: Test at atmospheric (neutral) pressure according to NFPA 252 or IJL l0B.' 2. Test Pressure: Test according to NFPA 252 or UL 10C After 5 minutes into the test, the
- neutral pressure level in furnace shall be established at 40 inches (1000 mm) or less
I above the sill.r 3. Temperature-Rise Rating: At exit enclosures, provide doors that have a temperature-rise
rating of 450 deg F (250 deg C) maximum in 30 minutes of fire exposure.
t B. Smoke-Control Door Assemblies: Comply with NFPA 105 ir UL 178a.
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I 1.4 DELryERY, STORAGE, ANDHANDLING
] A. Deliver frames palletized, wrapped, or crated to provide protection during transit and Project-
I site storage. Do not use nonvented plastic.
; B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded
I to jambs and mullions.
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20031557.00
PART 2 - PRODUCTS
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MENDIK RESIDENCE 3/20t2004
MANUFACTURERS
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
l. Amweld Building Products, LLC.
2. Benchmark Doors; a division of General Products Co., Inc.
3. Ceco Door Products; an ASSA ABLOY Group Company.
4. CURRIES Company; anASSAABLOYGToup Company.
5. Deansteel Manufacturing, [nc.
6. Fleming Door Products Ltd.; an ASSA ABLOY Group Company.
7. Kewanee Corporation (The).
8. Mesker Door Inc.
9. Pioneer Industries, lnc.
10. Republic Builders Products Company.
1 I . Steelcraft; an Ingersoll-Rand Company.
MATERIALS
Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable
for exposed applications.
HorRolled Steel Sheet: ASTMA l0ll/A l0llM, Commercial Steel (CS), TypeB; free of
scale, pitting, or surfac€ defects; pickled and oiled.
Supports and Anchors: After fabricating, galvanize units to be built into exterior walls
according to ASTM A 153/A 153M, Ctass B.
Inserts, Bolts, and Fasteners: Provide items to be built into exterior walls, hotdip galvanized
according to ASTM A 153/A 153M.
Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application
indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for
attaching standard steel door frames of type indicated.
Grout: Comply with ASTM C 476, with a slump of 4 inches (102 mm) for standard steel door
frames built into concrete or masonry, as measured according to ASTM C l43lc 143M.
Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting
of fibers manufactured from slag or rock wool with 6- to l2lbicu. ft. (96- to 192-kgrcu. m)
density with maximum flame-spread and smoke-developed indexes of 25 and 50 respectively;
passing ASTM E 136 for combustion characteristics.
Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for l5-mil
(0.4-nrnr) dry film thickness per coat. Provide inert-type noncorrosive compound free of
asbestos fibers, sulfur components, and other deleterious impurities.
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STANDARD STEEL DOORS AND FRAMES 08r11-2
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STANDARD STEEL FRAMES
General: Comply with ANSI 4250.8 and with details indicated for type and profile.
Interior Frames: Fabricated from cold-rolled steel sheet, unless otherwise indicated to comply
with exterior frame requirements.
l. Fabricate frames with mitered or coped and welded face comers and seamless face joints.
2. Frames: 0.042-inch- (1.0-mm-), unless otherwise indicated.
Supports and Anchors: Fabricated from elecholytic zinc-coated or metallic-coated steel sheet.
Jamb Anchors: Masonry, stud-wall, compression, or postinstalled €xpansion type; not less than
0.042 inch (1.0 mm) thick.
Floor Anchors: Formed from same material as frames, not less than 0.042 inch ( 1.0 mm) thick.
2.4 FABRICATION
A. General: Fabricate standard steel frames to be rigid and free of defects, warp, or buckle.
Accurately form metal to required sizes and profiles, with minimum radius for thickness of
metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper
assembly at Project site, clearly identifo work that cannot be permanently factory assembled
before shipment.
B. Standard Steel Frames: Where frames are fabricated in sections due to shipping or handling
limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal
as fiames.
L Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth,
flush, and invisible.
2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners,
unless otherwise indicated.
3. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot
welds per anchor.
4. Jamb Anchors: Locate anchors not more than 18 inches (457 mm) from top and bottom
of frame. Space anchors not more than 32 inches (81 3 mm) o.c.
5. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers as
follows. Provide plastic plugs to keep holes clear during construction.
C. Hardware Preparation: Factory prepare doors and frames to receive templated mortised
hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the
Door Hardware Schedule and temnlates furnished as specified in Division 8 Section "Door
Hardware. "
1. Comply with applicable requirements in ANSI A250.6 and ANSI/DHIAIIS Series
specifications for door and frame preparation for hardware. Locate hardware as indicated
on Shop Drawings or, if not indicated, according to ANSI A250.8.
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I STAN'DARD STEEL DOORS AND FRAMES 08111 - 3
2003 1557.00 MENDIK RESIDENCE 3/20/2004
D. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form
corners of stops and moldings with butted or mitered hairline joints.
1. Provide fixed stops and moldings welded on secure side o[door or frame.2. Provide loose stops and moldings on inside of doors and frames.
FIMSHES
Steel Finish: Factory priming for field-painted finish.
1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer
complying with ANSI A250.10 acceptance criteria.
PART 3 - EXECUTION
INSTALLATION
Remove welded-in shipping spreaders installed at factory.
Provide frames of sizes, thicknesses, and designs indicated. lnstall doors and frames plumb,
rigid, properly aligned, and securely fastened in place; comply with Drawings and
manufacturer's written instructions.
Standard Steel Frames: lnstall standard steel frames for doors and other openings, of size and
profile indicated. Comply with SDI 105.
|' Set frames accurately in position; plumbed, aligned, and braced securely until permanent
anchors are set. After wall construction is complete, remove temporary braces, leaving
surfaces smooth and undamaged.
a. At fue-protection-rated openings, install frames according to NFPA 80.
b. Apply bituminous coating to backs of frames that are filled with mortar, grout, and
plaster containing antifreezing agents.
2. Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames.
3. Masonry Walls: Coordinate installation of frames to allow for solidly filling space
between frames and masonry with mortar as specified in Division 4 Section "Unit
Masonry Assemblies."
4. Concrete Walls: Solidly fill space between frames and concrete with grout. Install grout
in lifts and take precautions, including bracing frames, to ensure that frames are not
deformed or damaged by grout forces.
Doors: Fit doors accurately in fiames. Shim as necessary.
l. Fire-Rated Doors: Install doors with clearances according to NFPA 80.
2. Smoke-Control Doors: lnstall doors according to NFPA 105.
Final Adjustments: Check and readjust operating hardware items immediately before final
inspection. Leave work in complete and proper operating condition. Remove and replace
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defective work, including standard steel doors or frames that are warped, bowed, or otherwise
unacceptable.
F. Prime{oat Touchup: Immediately after erection, sand smooth rusted or damaged areas of
prime coat and apply touchup of compatible airdrying primer.
END OF SECTION O8I I I
STANDARD STEEL DOORS ANDFRAMES 08lll-5
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! 20031557.00 MENDIK RESIDENCE 3/1v2004
I,
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SECTION 08212 - STILE AND RAIL WOOD DOORSII
PART I - GENERAL
-
" l.l suMMARy
I A. This Section includes interior stile and rail wood doors.r
B. See Division 6 Section "Interior Architectural Woodwork" for wood door frames.
I 1.2 STIBMITTALS
-.I]'|l A. Product Data: For each type of door.
-' 1. Include adhesive manufacturer's product data indicating urea-formaldehyde content.
! B. Shop Drawings: Indicate location, size, and hand ofeach door; elevation of each kind of door;
zz construction details not covered in Product Data; and other pertinent data.
f C. Samples: For each species and linish required.
| 1.3 euArrryAssuRANcE
il A. Quality Standard for Doors of Stock Design and Construction: Comply with WDMA I.5.6,
I "Industry Standard for Wood Stile and Rail Doors."
- B. Quality Standard for Doors of Special Design and Construction: Comply with AWI's
I "Architectural Woodwork Quality Standards."
C. Fire-Rated Wood Doors: Doors that are listed and labeled by a testing and inspecting agency
I acceptable to authorities having jwisdiction.
I D. Safety Glass: Provide products compllng with testing requirements in 16 CFR 1201, for
a Category II materials, unless those ofCategory I are expressly indicated and permitted.
I PART2-PRODUCTS
I
2.1 MANUFACTURERSrl,
f A. h other Part 2 articles where titles below introduce lists, the following requirements apply to
product selection:
I I . Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,l manufacturers specified.
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SrrLE AND RArL WOOD DOORS 08212 - I
20031557.00
2.2 MATERIALS
MENDIKRESIDENCE 3/rr/2004
2.3 STILE AND RAIL DOORS OF STOCK DESIGN AND CONSTRUCTION
A. AvailableManufacturers:
l. Adistic Doors and Windows, Inc.
2. Eggers Indushies; Architectural Door Division.
3. International Door and Latch.
4. JELD-WEN, Inc.
5. Maywood, Inc.
6. McPhillipsManufacturing.
7. QSM Doors, Inc.
8. Simpson Door Company.
B. Interior Doors:
1. Grade for Transparent Finish: Premium.
2. Wood Species for Transparent Finish: Walnut, quarter sawed/sliced.
2.4 STILE AND RAIL DOORS OF SPECIAL DESIGN AND CONSTRUCTION
A. AvailableManufacturers:
1. Algoma Hardwoods, Inc.2. Eggers Industries; Architectural Door Division.
3. ENJO Architectural Millwork.
4. Karona, Inc.
5. Maiman Company (The).
6. Oakwood Woodworks.
7. Pinecrest. lnc.
8. Select lnterior Door, Ltd.
9. SI.IN-DOR-CO.
10. Woodtech Trading Company.
B. Construction.General:
I . Grade of Doors for Transparent Finish: Premium.
2. Wood Species and Cut for Transparent Finish: Walnut, quarter sawed/sliced stiles and
rails, plain sawed/sliced panels book matched horizontally and vertically in quarters.
C. Door Construction for Transparent Finish:
1. Stile and Rail Conskuction: Veneered, structural composite lumber or veneered, edge-
glued, finger-jointed clear lumber.
2. Flat-Panel Construction: Veneered, wood-based panel product.
D. Non-Rated Interior Doors:
n. Stile and Rail Thickness: l-3i4-inch- (44-mnr-)
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t 2. Flat-Panel Thickness: 3/tt inch (10 nrnr).
I E. Interior Fire-Rated Doors (2O-Minute Rating): Fire-rated doors with 1-3l4-inch- (44-mm-)
! thick stiles and rails and veneered flat panels not less than 5/8 inch (16 nrm) thick, complying
with requirements indicated for interior doors.
-.I F. Interior Fire-Rated Doors (60-Minute Rating): Fire-rated doors with Z-I/4-inch- (44-mm-)
thick, edged and veneered mineral-core stiles and rails and 1- l/8-inch- (29-mm-) thich
- veneered mineral-core raised panels, complying with requirements indicated for interior doors.
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2.5 FABRICATION
I A. Fabricate stile and rail wood doors in sizes indicated for Project-site fitting.
I B. Factory ht doors to suit frarne-opening sizes indicated. Comply with clearance requirements of
t referenced quality standard for fitting. Comply with requirements in NFPA 80 for fire-rated
doors.
I C. Factory machine doors for hardware that is not surface applied.\.
-4.I 2.6 SHOP PRMING
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A. Doors for Transparent Finish: Shop apply stain (if required), other required pretreatments, and
I first coat offinish specified in Division 9 Section "Painting" to faces and edges ofdoors.
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l, 2;l FACTORYFINISHING
- A. Finish wood doors at factory that are indicated to receive transparent frnish.
I B. Grade: Premium.t
- C. Finish: Manufacfurer's standard finish with performance requiremenls comparable to AWI
I System TR4 conversion vamish.
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D. Staining: As selected by Architect from manufacturer's full range.
I E. Effect: Open-grain finish.
r F. Sheen: Satin.
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PART 3 . EXECUTION
!
3.I INSTALLATION
I A. lnstall wood doors to comply with manufacturer's written instructions and with referenced
quality standard, and as indicated.
3^t/2004
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2003 r557.00 MENDIK RESIDENCE 31lr12004
l. Install fire-rated doors in corresponding frre-rated frames according to NFPA 80.
Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated
below; do not him stiles and rails in excess of limits set by manufacturer or permitted with fne-
rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining.
l. Clearances: Proyide l/8 inch (3.2 mm) at heads, j ambs, and between pairs of doors.
Provide l/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or
covering. Where threshold is shown or scheduled, provide 1/4 inch (6.4 mm) from
bottom ofdoor to top ofthreshold.
a. Comply with NFPA 80 for fue-rated doors.
2. Bevel non-fire-rated doors 1/8 inch in 2 inches (3-ll2 degrees) at lock and hinge edges.
3. Bevel fire-rated doors 1/8 inch in 2 inches (3-l/2 degrees) on lock edge; trim stiles and
rails only to extent permifted by labeling agency.
Factory-Fitted Doors: Aligrr in frames for uniform clearance at each edge.
END OF SECTION 08212
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SECTION 08263 - SLIDING WOOD.FRAMED GLASS DOORS
PART I - GENERAL
311U2004
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SUMMARY
This Section includes sliding wood-framed glass doors for exterior locations with aluminum-
clad exterior exposed surfaces.
PERFORMANCE REQUIREMENTS
General: Provide sliding wood-framed glass doors capable of complying with performance
requirements indicated based on testing manufacfurers' doors that are representative of those
specified.
AAI\4A,,AI\IIWDA Performance Requirements: Provide sliding wood-framed glass doors of the
performance class and grade indicated that comply with AAMA/NWWDA l0l/I.S.2.
l. Performance Class: R.2. Performance Grade: Minimum for performance class indicated.3. Exception to AAMA,/NWWDA l0l/I.S.2: In addition to requirements for performance
class and performance grade, design glass framing system to limit lateral deflections of
glass edges to less than l/175 of glass-edge lengthor 3i4 inch (19 mm), whichever is
less,] at design pressure based on testing performed according to
AAMA/NWWDA 101iI.S.2, Uniform Load Deflection Test.
Thermal Transmittance: Wholedoor U-factor maximum indicated below at l5-rnph (24-knth)
exterior wind velocity and winter condition temperatures when tested according to
AAMA 1503.l. U-Factor: 0.57 Btr.v'sq. ft. x h x deg F (3.23 Wsq. m x K) for double-glazed, aluminum-
clad sliding wood-framed glass doors.
Solar Heat Gain Coeffrcient: Provide sliding wood-framed glass doors with a whole-door
SHGC maximum of 0.63, determined according to NFRC 200 procedures for nonresidential
size.
SUBMITTALS
Product Data: For each type of product indicated.
Shop Drawings: lnclude plans, elevations, sections, details, and attachments to other work.
Samples: For each exposed finish.
Product certificates.
B.
c.
D.
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SLIDING WOOD-FRAMED GLASS DOORS 08263 - 1
20031557.00 MENDIK RESIDENCE 3/tt/2004
1.4 QUALITY ASSURANCE
A. Fenestration Standard: Comply with AAMA,I,IWWDA 101/I.S.2, "Voluntary Specifications
for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of
performance, materials, components, accessories, and fabrication unless more stringent
requirements are indicated.
PART 2 - PRODUCTS
2.1 MANUFACTT]RERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
l. Aluminum-Clad Sliding Wood-Framed Glass Doors:
a. Caradco.
b. Crestline; a division of SNE Enterprises, Inc.; a Nortek Company.c. Hurd Millwork Company, Inc.
d. Kolbe & Kolbe Millwork Co., lnc.
e. Marvin Windows and Doors.
f. Norco Windows & Patio Doors; Jeld-Wen, Inc.g. Peachhee Doors and Windows; a Nortek Company.h. Pella Corporation.
i. Vetter; a division of SNE Enterprises, Inc.; a Nortek Company.j. Weather Shield Mfg., Inc.
2.2 MATERIALS AND FINISHES
A. General: ComplywithAAMA/NWWDA 101/I.S.2requirements.
B. Wood Parts: Wood or wood composites, water-repellent preservative treated except inside
stops and inside tnm.
C. Aluminum Cladding: Provide the following manufacturer's standard finish:
l. High-performance organic finish consisting of a fluoropolymer 2-coat system complying
with AAMA 2604.
a. Color and Gloss: To match existing as selected by Architect from manufacturer's
full range.
D. Glazing System and Glass: Manufacturer's standard factory-glazing system that produces a
weathertight seal and is glazed with clear insulating-glass units with low-E coating or film.
E. Hardware: Manufacturer'sstandard.
F. lnsect Screens: Locate screens in operable panels on outside of door. Comply with SMA 2006.
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I . Insect Screen Frames: Manufacturer's standard extruded-aluminum or formed-tubular-
aluminum members, with mitered or coped joints, concealed fasteners, adjustable rollers,
and removable PVC or PE spline/anchor concealing edge of frame.
a. Finish: Baked-on organic coating.
b. Color: Manufacturer'sstandard.
2. Glass-Fiber Mesh Fabric: ASTM D 3656, 18-by-14 (1.4-by-1.8-mrn) or l8-by-16 (i.4-
by-1.6-mm) mesh of PVC-coated, glass-fiber threads.
a. Mesh Color: Charcoal gray.
3. Aluminum Wire Fabric: l8-by-16 (1.1-by-1.3-mm openings) mesh of 0.01 l-inch- (0.28-
mm-) diameter, coated aluminum wire.
a. Wire-Fabric Finish: Charcoal gray.
4. Lock: Manufacturer's standard pull and keyless locking device on each movable panel,
lockable from inside only.
2.3 FABRICATION
II A. General: Fabricate sliding wood-framed glass doors in sizes indicated that comply wrth
AAMA/NWWDA l0lA.S.2 for performance class and grade indicated-
I B. Fabricate sliding wood-framed glass doors that are reglazable without dismantling panel
framing.
I C. Factory-Glazed Fabrication: Glaze sliding wood-framed glass doors in the factory where
practical and possible for applications indicated.
- PART3-EXECUTION
} 3.1 INSTALLATION
I A. Install sliding wood-framed glass doors level, plumb, square, true to line, without distortion or
t impeding thermal movement, anchored securely in place to structural support, and in proper
relation to wall flashing, vapor retarders, air retarders, water/weather barriers, and other
I adjacent construction.
ri!' B. Set sill members in bed of sealant or with gaskets, as indicated, for weathertight construction.
I C. Adjust operating panels, screens, and hardware to provide a tight fit at contact points andr weather stripping for smooth operation and weathertight closure. Lubricate hardware and
movlng parts.
I D. Clean exposed surfaces immediately after installing sliding glass doors. Avoid damaging
protective coatings and finishes. Remove excess glazing sealants, dirt, and other substances.t
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sLrDrNG WOOD-FRAMED GLASS DOORS 08263 -3
2003 l557.00
END OF SECTION 08263
MENDIKRESIDENCE 3tru2004
SLIDING WOOD-FRAMED CLASS DOORS 08263 -4
'' 20031557.00 MENDIK RESIDENCE it21/2004
t
SECTIONO83I1 . ACCESS DOORS AND FRAMESII
PART I -GENERAL
l,I- I.I SUMMARY
I A. This Section includes the following:I
l. Access doors and frames.
fl 2. Fire-rated access doors and frames.t
I 1.2 SUBMITTALSrA. Product Data: For each type of access door indicated.
I B. Coordination Drawings: Drawn to scale and coordinating access door and frame installation
- with ceiling support, ceiling-mounted items, and concealed Work above ceiling.
I C. Samples: For each exposed finish.t
D. Schedule: Door and frame schedule, including types, general locations, sizes, construction
I details, latching or locking provisions, and other data pertinent to installation.t
r 1.3 QUALITY ASSURANCE
I A. Fire-Rated Access Doors and Frames: Units complying with NFPA 80 and that are labeled and
a listed by UL, ITS, or another testing and inspecting agency acceptable to authorities having
t jurisdiction per test method indicated.
l. Vertical Access Doors: NFPA 252 or UL 108.
I 2. Horizontal Access Doors and Frames: ASTM E I t 9, UBC Standard 7 .l , or llL 263.j
B. Size and Location Verification: Determine specific locations and sizes for access doors needed
I to gain access to concealed equipment, and indicate on schedule.
It
. PART2-PRODUCTS
-l
2.1 MATERIALS
! A. Steel Plates, Shapes, and Bars: ASTM A 36/4' 36M.
I 1. Hot-Dip Galvanized Steel: Coat to comply with ASTM A l23l{ l23M for steel and iron
f products and ASTM A 153/4 l53M for steel and iron hardware.
l' B. Steel Sheet:
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l. Hot-Rolled: ASTMA569/A569M, Commercial Steel (CS), TypeB; free of scale,
pitting, and surface defects; pickled and oiled.
2. Cold-Rolled: ASTM A 366/A366M, Commercial Steel (CS), or ASTM A6201A620M,
Drawing Steel (DS), Type B; stetcherleveled standard of flatness.
a. Electrolytic zinc-coated steel sheet, complying with ASTM A 591/A 591M,
Class C coating, may be substituted at fabricator's option.
3. Elecholytic Zinc Coated: ASTM A 591/A 591M, Commercial Steel (CS), with Class C
coating and phosphate treatrnent to prepare surface for painting.
4. Metallic Coated: ASTMA653/A653M, Commercial Steel (CS), TypeB, with ,4.60
(2F180) zinc-iron-alloy (galvarurealed) coating or G60 (2180) milt-phosphatized zinc
coating; stretcherleveled standard of flatness.
C. Drywall Beads: Edge trim formed from 0.0299-inch (0.76-mm) zinc-coated steel sheet formed
to receive joint compound and in size to suit thickness of gypsum panels indicated.
D. Paint:
1. Shop Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal
modified-alkyd primer complying with performance requirements in FS TT-P-664;
selected for good resistance to normal atmospheric corrosion, compatibility with frnish
paint systems indicated, and capability to provide sound foundation for freld-applied
topcoats despite prolonged exposure.
2. Shop Primer for Metallic-Coated Steel: Organic zinc-rich primer complying with SSPC-
Paint 20 and compatible with topcoat.
3. Galvanizing Repair Paint: High-zincdust-content paint for regalvanizing welds in steel,
complying with SSPC-Paint 20.
ACCESS DOORS AND FRAMES
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
l. Acudor Products, Inc.
2. Bar-Co, Inc. Div.; Alfab, Inc.
3. Cendrex, Inc.
4. Cesco Products.5. Elmdor/Stoneman; Div. of Acorn Engineering Co.
6. Jensen Industries.
7. J. L. lndustries, Inc.
8. Karp Associates, Inc.
9. Larsen'sManufacturingCompany.
10. MIFAB Manufacturing, [nc.
I I . Milcor Limited Partnership.
12. Nystrom Building Products Co.
13. Precision Plumbing Products, lnc.
14. Williams Bros. Corporation of America (The).
Flush, Uninsulated, Fire-Rated Access Doors and Trimless Frames:
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ACCESS DOORS AND FRAMES 08311-2
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r 1. Material: Prime-painted steel sheet.
2. Surface Type: Gypsum board.
| 3. Locations: Walls and ceilings.
ll 4. Fire-Resistance Rating: Minimum as indicated in project code review for opening in
rated assembly.
I 5. Temperature-RiseRating: 250degF(139degC)attheendof30minutes.
f| 6. Door: Flush panel with core of mineral-fiber insulation enclosed in sheet metal with a
minimum thickness of 0.036 inch (0.9 nm).
;| 7. Frame: Minimum 0.060-inch- ( t.5-mm-) thick sheet metal with drywall bead.
t 8. Hinges: Concealed pin type.
9. Automatic Closer: Spring type.
I 10. tatch: Self-latching bolt operated by key with interior release.
I I l. Lock: Key-operated cylinder lock with interior release.
C. Flush, Uninsulated, Fire-Rated Access Doors and Frames with Exposed Trim:
I l. Material: Prime-painted steel sheet.
2. Locations: Ceramic{ile wall surfaces.
I 3. Fire-Resistance Rating: Minimum as indicated in project code review for opening in
! rated assembly.
4. Door: Minimum 0.060-inch- ( I .5-mm-) thick sheet metal, flush construction.
I 5. Frame: Minimum 0-060-inch- (1.5-nrm-) thick sheet metal with l-inch- (25-mm-) wide,
I surface-mounted trim.
6. Hinges: Concealed pin type.
I 7. Automatic Closer: Spring type.
t 8. Latch: Self-latching bolt operated by flush key with interior release.
a, D. Flush Access Doors and Trimless Frames:
t l. Material: Prime-painted steel sheet.
2. Surface Type: Gypsum board.
I 3. Locations: Walts and ceilings of back of house employee areas not generally exposed toa public view.
4. Door: Minimum 0.060-inch- (1.5-mm-) thick sheet metal, set flush with surrounding
I frnish surfaces.
I 5. Frame: Minimum 0.060-inch- (1.5-mm-) thick sheet metal with bead for type of surface
indicated.
;1 6. Hinges: Continuous piano hinge.IJ l. Lock: Key-operated cylinder lock.
E. Recessed Access Doors and Trimless Frames:
I l. Material: Prime-painted steel sheet.
2. Surface Type: Gypsum board
I 3. Locations: Non-rated walls and ceilings of all areas exposed to public view.
fl 4. Door: Minimum 0.060-inch- ( 1.5-mnr-) thick sheet metal in the form of a pan recessed
5/8 inch ( l6 mm) for infill of finish matching surlace type indicated.
f| a. Reinforce panel as required to prevent buckling.
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2003 1557.00 MENDIK RESIDENCE 3/2r/2004
5. Frame: Minimum 0.060-inch- (1.5-mm-) thick sheet metal with bead or edge for surface
type indicated.
6. Hinges: Concealed pivoting rod hinge.
7. Lock: Key-operatedcylinderlock.
F. Exterior, Flush Access Doors and Frames: Weatherproof with extnrded door gasket.
1. Surface Type: EIFS, Wood Siding, Masonry.
2. Locations: Walls and ceilings.
3. Door: Minimum 0.036-inch- (0.9-mm-) thicl metallic+oated steel sheet; flush panel
construction with 2-inch- (50-mm-) thick fiberglass insulation.
4. Frame: Minimum 0.060-inch (1.5-nrm) extruded aluminum with mill finish.
5. Hinges: Continuous piano hinge, zinc plated.
6. Lock: Lockable dual-action handles.
2.3 FABRICATTON
A. Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when
closed.
l. For cylinder lock, fumish trvo keys per lock and key all locks alike.
2. For recessed panel doors, provide access sleeves for each locking device. Fumish plastic
grommets and install in holes cut th'rough finish.
PART 3 - EXECUTION
3.I INSTALLATION
A. Advise installers of other work about specific requirements relating to access door and floor
door installation, including sizes of openings to receive access door and frame, as well as
locations of supports, inserts, and anchoring devices.
B. Set frames accurately in position and attach securely to supports with plane of face panels
aligned with adjacent finish surfaces.
C. Install access doors with trimless frames flush with adiacent finish surfaces or recessed to
receive finish material.
D. Adjust doors and hardware after installation for proper operation.
END OF SECTION 0831I
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20031 557.00 MENDIK RESIDENCE
SECTION 08s50 - WOOD WINDOWS
PART I -GENERAL
I.1 SUMMARY
A. This Section includes the following aluminum-clad wood-framed window product types:
c.
I . Casement windows.
2. Fixed windows.
PERFORMANCE REQUIREMENTS
General: Provide wood windows capable of compllng with performance requirements
indicated, based on testing manufacfurer's windows that are representative of those specified
and that are of minimum test size required by AAMA,iNWWDA l0l/I.S.2.
AAMA/NWWDA Performance Requirements: Provide wood windows of the performance
class and grade indicated that comply with AAMA/NWWDA 101/I.S.2.
l. Performance Class: R.
2. Performance Grade: Minimum for performance clas's indicated.
3. Exception to AAMA/NWWDA 101/I.S.2: ln addition to requirements for performance
class and performance grade, design glass framing system to limit lateral deflections of
glass edges to less than l/175 ofglass-edge length or 3/4 inch (19 mm), whichever is less,
at design pressure based on testing performed according to AAMA,/NWWDA l0l/I.S.2,
Uniform Load Deflection Test or structural computations.
Thermal Transmittance: Whole-window U-factor maximum indicated below at 15-mph (24-
km/h) exterior wind velocity and winter condition temperatures when tested according to
AAMA 1503.
l. U-Factor: 0.57 Btuisq. ii. x h x deg F (3.23 Wsq. m x K) for double-glazed, aluminum-
clad wood windows.
Solar Heat Gain Coefficient: Provide wood windows with a whole-door SHGC maximum of
0.63, determined according to NFRC 200 procedures for nonresidential size.
Specific Product Performance Requirements: Comply with Section 2.2 of
AAMAJTI{WWDA l0l/I.S.2 as applicable to types of wood windows indicated.
SUBMITTALS
Product Data: For each type of wood window indicated.
Shop Drawings: lnclude plans, elevations, sections, details, hardware, attachments to other
Work, and operational clearances.
3nt/2004
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20031557.00 MENDIK RESIDENCE 3/tt/2004
I . Include structural analysis data indicating deflection limitations of glass framing systems,
signed and sealed by the qualified professional engineer responsible for their preparation.
Samples: For each exposed ftnish.
Product test reports.
Maintenance data.
QUALITY ASSURANCE
Installer: A qualified installer, approved by manufacturer to install manufacturer's products.
Fenestration Standard: Comply with AAMA./NWWDA 101/I.S.2, "Voluntary Specifications
for Aluminum, Vinyl @VC) and Wood Windows and Glass Doors," for minimum standards of
performance, materials, components, accessories, and fabrication unless more stringent
requirements are indicated.
Glazing Publications: Comply with published recommendations of glass manufacturers and
GANA's "Glazing Manual" unless more stringent requirements are indicated.
WARRANTY
Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or
replace wood windows that fail in materials and workmanship within two years from date of
Substantial Completion.
Warranty Period for Metal Finishes: Five years from date of Substantial Completion.
Warranty Period for Glass: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
MANUFACTURERS
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
l. Andersen Commercial Group; Andersen Corp.
2. BiltBest Windows and Patio Doors.
3. Caradco Window Corp.;Jeld-Wen, Inc.
4. Crestline; a division of SNE Enterprises, lnc.; a Nortek Company.
5. Eagle Window & Door, Inc.; an American Architectural Products Corporation Company.
6. Hurd Millwork Co.
7. Kolbe & Kolbe Millwork Co., lnc.
8. Marvin Windows and Doors.
9. Norco Windows and Patio Doors; Jeld-Wen, lnc.
10. Peachtree Doors and Windows: Nortek. Inc.
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WOOD WTNDOWS 08550 - 2
! 2OO3I557.OO MENDIK RESIDENCE 3/III2OO4
I I l. Pella Corporation.
12. Pozzi Wood Windows; Jeld-Wen, Inc.
I 13. Vetter; a division of SNE Enterprises, lnc.; a Nortek Company.
I 14. Weather ShieldMfg., krc.
I 2.2 MATERTALS, GENERAL
- A. High Altitude System: Provide a window and glazing system intended for installation at
I altitudes above 8,000 feet above sea level.
B. Aluminum Extrusions and Rolled Aluminum for Cladding, High-Performance Organic Finish:
t Two-coat thermocured system with fluoropolymer coats containing not less than 70 percent
! polyvinylidene fluoride resin by weight; complying with AAMA 2604.
I l. Color and Gloss: Match Existing Windows
I
I- 2.3 GLAZING
It A. Glass: Clear, insulating-glass with low-e coating or film.
I B. Glazing System: Manufacturer's standard high altitude, factory-glazing system that producesI weathertieht seal.
I 2.4 TNSECT SCREENS
a A. General: Design windows and hardware to accommodate screens in a tight-fitting, removable
t arrangement, with a minimum of exposed fasteners and latches. Locate screens on inside of- wrndow and provide for each operable exterior sash or ventilator.
l, 1. Aluminum Tubular Frame Screens: Comply with SMA 1004, "specifications forf Aluminum Tubular Frame Screens for Windows," Residential R-20 class.
I B. Aluminum lnsect Screen Frames: Manufacturer's standard aluminum alloy complying witht SMA 1004. Fabricate frames with mitered or coped joints, concealed fasteners, and removable
PVC spline/anchor concealing edge of frame.II l. Aluminum Tubular Framing Sections and Cross Braces: Roll formed from aluminum
sheet with minimum wall thickness as required for class indicated.
I 2. Finish: Manufacturer's standard.
|! C. Glass-Fiber Mesh Fabric: l8-by-14 (1.1-by-1.4-nlm) or l8-by-16 (1.0-by-l.l-mn.r) mesh of
I PVC-coated, glass-fiber threads; woven and fused to form a fabric mesh resistant to corrosion,
I shrinkage, stretch, impact damage, and weather deterioration in the following color. Comply!' with ASTM D 3656.
| 1. Mesh Color: Charcoal gray.
I
D. Aluminum Wire Fabric: l8-by-16 (1.1-by-1.-i-nrm) mesh of 0.01 l-inch- (0.28-mrn-) diameter,I coated aluminum wire.
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WOOD WINDOWS 08550 - 3
20031557.00 MENDIK RESIDENCE 3nv2004
l. Wire-Fabric Finish: Charcoal gray.
E. Wickets: Provide sliding or hinged wickets, framed and trimmed for a tight fit and durabilify
during handling.
2.5 FABRICATION
A. General: Fabricate wood windows, in sizes indicated, that comply with
AAMA/NWWDA 101/1.5.2 for performance class and performance grade indicated. lnclude a
complete system for assembling components and anchoring windows.
B. Fabricate wood windows that are reglazable without dismantling sash or ventilator framing.
C. Weather Stripping: Provide full-perimeter weather stripping for each operable sash and
ventilator, unless otherwise indicated.
D. Factory machine windows for openings and hardware that is not surface applied.
E. Mullions: hovide mullions and cover plates as shown, matching window units, complete with
anchors for support to structure and installation of window units- Allow for erection tolerances
and provide for movement of window units due to thermal expansion and building deflections,
as indicated. Provide mullions and cover plates capable of withstanding design loads of
window units.
F. Glazing Stops: Provide nailed or snap-on glazing stops coordinated with glazing system
indicated. Provide glazing stops to match sash and ventilator frames.
PART3 - EXECUTION
3.1 INSTALLATION
A. Install windows level, plumb, square, true to line, without distortion or impeding thermal
movement, anchored securely in place to strucfural support, and in proper relation to wall
flashing and other adjacent constuction.
B. Set sill members in bed of sealant or with gaskets, as indicated, for weathertight construction.
C. Metal Protection: Separate aluminum and other corrodible surfaces from sources of corrosion
or electrolytic action at points of contact with other materials by complying with requirements
specihed in "Dissimilar Materials" Paragraph in Appendix B in AAMA/N!W\rDA l0l/I.S.2.
D. Adjust operating sashes and ventilators, screens, hardware, and accessories for a tight fit at
contact points and weather stripping for smooth operation and weathertight closure. Lubricate
hardware and moving parts.
E. Protect window surfaces from contact with contaminating substances resulting from
construction operations. In addition, monitor windorv surfaces adjacent to and below exterior
concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits,
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stiains, or other contaminants. If contaminating substance s do contact window surfaces, remove
contaminants immediately according to manufacturer's written recommendations.
F. Clean exposed surfaces immediately after installing windows. Avoid damaging protective
coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances.
G. Clean factory-glazed glass immediately after installing windows. Comply with manufacturer's
written recommendations for final cleaning and maintenance. Remove nonpermanent labels
and clean surfaces.
H. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during
construction period.
END OF SECTION 08550
WOODWINDOWS 08550 - 5
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I
SECTION 08620 - UNIT SKYLIGHTS
I
PART 1-GENERAL
at!' I.I STJMMARY
I A. This Section includes factory-assembled unit slcylights for installation in flat roof areas.I
l. Type: Selfflashingwithintegralcurb.
t 2. Glazing: lnsulating glass.
I
I r.2 PERFORMANCEREQUIREMENTS
!' A. Stnrctural Loads:
t l. Snow Load: As indicated in structural documents.t- 2. Negative Pressure (Uplift) Load: As indicated in structural documents.
a
|l I.3 SUBMITTALS
I A. ProductData: Foreachproductindicated.
I B. Shop Drawings: Include details of installation.
I l. Include wiring diagrams.
C. Samples: Foreachexposed finish.
I
1.4 WARRANTY
I A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or
replace components of unit slcylights that fail in materials or workrnanship within specified
I wanant5r period.
-1. Warranty Period: Five years from Substantial Completion.
' PART2-PRODUCTS
I 2.1 MANTIFACTURERS
I A. Available Products: Subject to compliance with requirements, products that may be
t incorporated into the Work include, but are not limited to, the following:
I B. Products: Subject to compliance with requirements, provide one of the following:
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I UNIT SKYLIGHTS 08620 - I
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2003 1557.00 MENDIK RTSIDENCE 3/9/2004
l. American Skylites Inc.; GTSF.2. Aubum Skylights, Major lndustries, Inc.
3. BristoliteSkylights.
4. Conspec Systems, Inc., APC Dayliter.
5. CPI Intemational.
6. Dur-Red Products.
7. Exarc Skylights Inc.; SCG.
8. Fiore Skylights, krc.
9. KalwallCorporation.
10. Lane-Aire Manufacturing Corp.
I l. Naturalite Skylight Systems.
12. O'Keeffe's Inc.
13. Plasteco, Inc.
14. Plasticrafts/TaulknerPlastics, Cadillac Plastic Co.
15. SkylineProducts,Inc./Sky-Lites.
16. Solar lndushies, [nc.17. Sunglo Skylights.
18. Thermo-Vu Sun-Lite Industries, lnc.
19. Traco, S$rtech Systems, lnc.
20. Wasco Products. Lnc.
LTNIT SKYLIGHTS
General: Factory-assembled units that include glazing, extruded-aluminum glazing retainers,
gaskets, and inner flames and that are capable of withstanding design loads indicated.
Integral Curb: Self-flashing type.
l. Height: 12 inches (300 mm).
2. Insulation: Manufacturer's standard rigid or semirigid type.
Unit Shape and Size: As indicated
lnsulating Glass: Clear, sealed units that comply with Division 8 Section "Glazing," in
manu facturer's standard overall thickness.
Exterior Lite: l/4-inch (6-mm) clear (tinted) heat-shengthened glass.
lnterior Lite: Laminated glass; 2 plies of l/S-inch (3-mm) clear heat-strengthened glass
with 0.030-inch (0.762-mm) clear polyvinyl butlral interlayer.
lnterspace Content: Air.
Low-Emissivity Coating: Manufacturer's standard.
Polycarbonate-Insulating-Panel Glazing: Manufacturer's standard polycarbonate sheet with
cellular cross section that provides isolated airspaces and that is coextruded with a UV-
protective layer.
I . Color: As selected by Architect from manufacturer's fuli range.
Fiberglass-Sandwich-Panel Glazing: Manufacturer's standard with uniformly colored,
translucent, fiberglass-reinforced-polymer face sheets permanently adhered to a grid core.
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l. Color: As selected by Architect from manufacturer's full range.
Glazing Gaskets: Manufacturer's standard.
Aluminum Components:
l. Sheets: ASTM B 209 (ASTM B 209M), alloy and temper to suit forming operations and
finish requirements but with not less than the shength and durability of alclad alloy 3005-
H25.
2. Extruded Shapes: ASTM B 221 (ASTM B 22lM), alloy and temper to suit structural and
finish requirements but with not less than the strength and durability of alloy 6063-T52.
3. High-Performance Organic Coating: Fluoropolymer, two-coat thermocured system with
topcoat containing not less than 70 percent polyvinylidene resin by weight; complying
with AAMA 2604 or 2605.
a. Color and Gloss: metallic copper.
Fasteners: Nonmagnetic stainless steel, or other noncorrosive metal as recommended by
manufacturer. Finish exposed fasteners to match material being fastened.
l. Provide nonremovable fastener heads.
Condensation Control: Fabricate unit skylights with integral intemal gutters and nonclogging
weeps to collect and drain condensation to the exterior.
Thermal Break: Fabricate unit skylights with thermal barrier separating interior metal framing
from materials exposed to outside temperature.
INSTALLATION MATERIALS
Bituminous Coating: SSPC-Paint 12, solvent-type, bituminous mastic, nominally free of sulfur
and containing no asbestos fibers, formulated for 15-mii (0.4-mm) dry film thickness per
coatmg.
Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant.
Elastomeric Sealant: ASTM C 920; Type S; Grade NS; Class 25; and Uses NT, G, A, and (as
applicable to joint substrates indicated) O; recommended by unit skylight manufacturer and
compatible with joint surfaces.
Roofing Cement: ASTM D 4586, asbestos free, designed for ftowel application or other
adhesive compatible with roohng system.
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UNIT SKYLIGHTS 08620 - 3
20031557.00
PART 3 - EXECUTION
MENDIKRESIDENCE 319/2004
INSTALLATION
Coordinate unit skylight installation with installation of subsbates, vapor retarders, roof
insulation, roofing, and flashing as required to ensure that each element of the Work performs
properly and that combined elements are waterproof and weathertight.
l. Unless otherwise indicated, install unit skylights according to construction details of
NRCA's "The NRCA Roofing and Waterproofing Manual."
Where metal surfaces of units will contact incompatible metal or corrosive substrates, including
wood, apply bituminous coating on conc€aled metal surfaces, or provide other permanent
separation recommended in writing by unit skylight manufacturer.
END OF SECTION 08620
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I
- SECTIONO8TII -DOORHARDWARE
I
PART l.GENERAL
Ir I.1 SUMMARY
I A. This Section includes the following:r
l. Residential door hardware .
I 2. Cylinders for doors specified in other Sections.
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I 1.2 SUBMITTALS
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A. Product Data: For each product indicated.
I B. Shop Drawings: Include details of electrified door hardware and wiring diagrams.I
C. Samples: For each exposed finish.I
I D. Door Hardware Schedule: Organized into door hardware sets indicating type, style, function,
size, label, hand, manufacturer, fasteners, location, and finish of each door hardware item.
I lnclude description ofeach elechified door hardware function, including sequence of operation.
T E. Keying Schedule: Detail Ovmer's final keying instructions for locks.
t F. Productcertificates.
I r.3 euALTTvASSURANcEr
A. Supplier Qualifications: Person who is or employs a qualified DHI Architectural HardwareI Consultant.
I B. Keys: DeliverkeystoOwnerbyregisteredmail.
I C. Templates: Obtain and distribute templates for doors, frames, and other work specified to be'r factory prepared for installing door hardware.
I D. Standards: Comply with BHMA A156 series standards, Grade lt
E. Certified Products: Provide door hardware that is listed in BHMA directorv of certified
I products.
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20031557.00 MENDIKRESIDENCE 8/t8/2004
WARRANTY
Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or
replace components of door hardware that fail in materials or workrnanship within warranty
period.
l. Wananty Period for Manual Closers: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
MANUFACTURERS
Basis-of-Design Product: Product named for each door hardware item indicated in Door
Hardware Sets establishes the basis of design. Provide either the named product or a
comparable product by one of the manufacturers specified for each type of hardware item.
DOORHARDWARE
Scheduled Door Hardware: Provide door hardware according to Door Hardware Sets at the end
of Part 3. Manufacturers' names are abbreviated.
2.3 PTVOTS AND HINGES
A. Manufacturers:
1. Hinges:
a. Baldwin Hardware Corporation (BH).
b. Bommer Industries, Inc. (BI).
c. Cal-Royal Products, Inc. (CRP).
d. Hager Companies (HAG).
e. Lawrence Brothers, hrc. (LB).
f. McKinney Products Company; Div. of ESSEX Industries, Inc. (MCK).g. MontHard Corporation; Div. of Fanal, SA (MH).
h. PBB,Inc. (PBB).
i. Sargent Manufacturing Company; Div. of ESSEX Industries, krc. (SGT).j. Stanley Commercial Hardware; Div. of The Stanley Works (STH).
B. General: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and
frames, provide only template-produced units.
C. Hinge Base Metal: Unless otherwise indicated, provide the following:
1 . Exterior Hinges: Stainless steel, with stainless-steel pin.2. Interior Hinges: Steel, with steel pin.
3. Hinges for Fire-Rated Assemblies: Steel, with steel pin.
D. Nonremovable Prns: Provide set screw in hinge barrel that prevents removal of pin while door
is closed; for outswinging corridor doors with locks.
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- 20031557.00 MENDIK RESIDENCE 8/tB/2004
t E. Screws: Phillips flat-head screws; screw heads frnished to match surface ofhinges.
I l. Metal Doors and Frames: Machine screws (drilled and tapped holes).
f| 2. Wood Doors and Frames: Wood screws.3. Fire-Rated Wood Doors: Threaded-to-the-head wood screws.
r' 2.4 MECHANICAL LOCKS AND LATCHES
I A. Manufacturers:I
l. Accurate Lock and Hardware Co. (ALH).
I 2. Adams Rite Manufacturing Co. (ARM).
I 3. Architectural Builders Hardware Mfg., krc. (ABH).
4. Arrow Architectural Hardware; Div. of ESSEX Indushies, Inc. (AAH).
I 5. Best Lock Corporation (BLC).
f| 6. Brinh R. R. Locking Systems, Inc. (RRB).
7. Cal-Royal Products, krc. (CRP).
I 8. Corbin Russwin Architectural Hardware; Div. of Yale Security Inc. (CR).
f| 9. Door Conhols Intemational (DCI).10. Folger Adam Security krc. (FAS).
I I I. Glynn-Johnson; an lngersoll-Rand Company (GJ).
I 12. Hager Companies (HAG).t' 13. Ives, H. B. GVS).14. Lockwood Architectural Hardware; Div. of Lloyd Matheson Inc. (LAH).
I ls. Marks USA (MKS).
- 16. McKinney Products Company; Div. of ESSEX Industries, Inc. (MCK).17. Medeco High Security Locks, Inc. (MED).
I 18. NT Falcon Lock Co.; an Ingersoll-Rand Company (NTF).
t 19. PDQ Manufacturing Co. (PDQ).20. Rockwood Manufacturing Company (RM).
I 2l . Sargent Manufacturing Company; Div. of ESSEX Indushies, Inc. (SGT).
f 22. Schlage Lock Company; an Ingersoll-Rand Company (SCH).23. Security Door Controls (SDC).
I 24. Simplex;Div.ofUMCAN(SM).
I 25. Southem Steel Co.; Div. of Phelps-Tointon krc. (SS).26. Triangle Brass Manufacturing Company, hrc. (TBM).
I 27. Weiser Lock; Div. of Masco Building Products Corporation (WEI).
I 28. Yale Security hrc.; Div. of Williams Holdings (yAL).
B. Bored Loclaet Design: As scheduled.
t C. Dummy Trim: Match knob or lever lock ffim and escutcheons.
I D. Lock Throw: Comply with labeled fire door requirements.
I E. Backset: 2-314 inches (70 mm), unless otherwise indicated.
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BOLTS
Fire-Rated Doors: Comply with labeled fire door requirements.
Surface Bolts: Flush bolt heads of minimum l/2-inch- (12.7-mm) diameter rods of brass,
bronze, or stainless steel with minimum lZ-inch- (305-rnm-) long rod.
l. Manufacfurers:
a. Bums Manufacturing lncorporated (BM).
b. Door Conhols tntemational @C!.c. Glynn-Johnson; an Ingersoll-Rand Company (GJ).
d. Hager Companies (HAG).
e. Ives, H. B. (IVS).
f. NT Quality Hardware; an Ingersoll-Rand Company G.na).C. Rockwood Manufacturing Company (RM).
h. Triangle Brass Manufacturing Company, Inc. (TBM).
Flush Bolts: BHMA Grade 1, designed for modising into door edge.
l. Manufacturers:
a. Adams Rite Manufacturing Co. (ARM).
b. Bums Manufacturing Incorporated (BM).
c. Cal-Royal Products, Inc. (CRP).
d. Door Controls krtemational (DCI).
e. Glyrn-Johnson; an Ingersoll-Rand Company (GJ).
f. Hager Companies (HAG).
C. Hiawatha, Inc. (HIA).
h. Ives, H. B. (fVS).
i. NT Quality Hardware; an lngersoll-Rand Company Q.ffQ).j. Rixson-Firemarls Inc.; Div. of Yale Security Inc. @DQ.k. Rockwood Manufacturing Company (RM).
l. Sargent Manufacturing Company Div. of ESSEX lndusties, Inc. (SGT).m. Triangle Brass Manufacturing Company, Inc. (TBM).
EXIT DEVICES
OPERATINGTRIM
Push-Pull Design: As scheduled.
l. Manufacturers:
Baldwin Hardware Corporation (BH).
Burns Manufacturing Inc orporated (BM).
Don-Jo Mfg., Inc. (DJO).
Forms * Surfaces (FS).
Hager Companies (HAG).
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DOORHARDWARE 08711-4
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f. HEWI,Inc. (HEW).
C. Hiawatha, Inc. (HIA).
h. Ives, H. B. (IVS).
i. NT Quality Hardware; an Ingersoll-Rand Company (NIa).j. Rockwood Manufacturing Company (RM).
k. Stanley Commercial Hardware; Div. of The Stanley Works (STH).
1. Triangle Brass Manufachring Company, Inc. (TBM).
I 2,8 ACCESSORIES FOR PAIRS OF DOORSI
A. Coordinators: BHMA A156.3.
! l. Manufacfurers:
I a. Adams Rite Manufacturing Co. (ARM).
I b. Architectural Builders Hardware Mfg., Inc. (ABH).
c. Arrow Architectural Hardware; Div. of ESSEX Industries, hc. (AAH).
I d. Door Controls International (DCI).I r ff:H l:H:li"T,Hi6"t*nd companv (GJ)
g. Ives. H. B. (tVS).
r i il#l#fi1ffi:xx,?:
an Ingerso,-Rand companv orr')'
j. Rockwood Manufacturing Company (RM).
,- k. Triangle Brass Manufacturing Company, Inc. (TBM).
I 2.9 CLOSERS
!A. Surface-MountedClosers:
) 1. Manufacturers:I
a. Arrow Architectural Hardware; Div. of ESSEX Induskies, Inc. (AAH).
I b. Cal-Royal Products, Inc. (CRP).
c. Corbin Russwin Architectural Hardware; Div. of Yale Security ktc. (CR).
d. DORMA Door Controls Inc.; Member of The DORMA Group (DC).
I e. LCN Closers; an Ingersoll-Rand Company (LCN).I f. Norton Door Controls; Div. of Yale Security Inc. (NDC).
g. Rixson-Firemark Inc.; Div. of Yale Security Inc. @Df)-
I h. Sargent Manufacturing Company; Div. of ESSEX lndustries, Inc. (SGT).
I i. Yale Security Inc.; Div. of Williams Holdings (YAL).
I B. Closer Holder Release Devices: BHMA 4156.15.
- l. Manufacfurers:
r I S$ltllB:::tf"fi["#:'#:f;:Triit J5xliT31Tlx,B3,1'.)
c. LCN Closers; an lngersoll-Rand Company (LCN).
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MENDIKRESIDENCE 8/18/2004
d. Norton Door Controls; Div. of Yale Security Inc. (NDC).
e. Rixson-Firemark, Inc.; Div. of Yale Securify Inc. (RDQ.
f. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. (SGT).
C. Yale Security Inc.; Div. of Williams Holdings (YAL).
Size of Units: Factory-sized, adjustable to meet field conditions and requirements for opening
force.
STOPS AND HOLDERS
Stops and Holders: Provide floor stops for doors, unless wall or other b/pe stops are scheduled
or indicated. Do not mount floor stops where they will impede traffic. Where floor or wall
stops are not appropriate, provide overhead holders.
1 . Manufacturers:
Architectural Builders Hardware Mfg., Inc. (ABH).
Baldwin Hardware Corporation (BH).
Bums Manufacturing lncorporated (BM).
Door Controls tntemational @C!.
DORMA Door Controls Inc.; Member of The DORMA Crroup (DC).
Glynn-Johnson; an Ingersoll-Rand Company (GJ).
Hager Companies (HAG).
Hanchett Entry Systems, Inc. (HES).
Hiawatha, Inc. (HIA).
Ives, H. B. (M).
LCN Closers; an Ingersoll-Rand Company (LCN).
Norton Door Controls; Div. of Yale Security Inc. (NDC).
NT Dor4-Matic Hardware Div.; an Ingersoll-Rand Company NfD).
NT Quality Hardware; an Ingersoll-Rand Company G.na).
Rixson-Firemarlg krc.; Div. of Yale Security Inc. @D<).
Rockwood Manufacturing Company (RM).
Sargent Manufacturing Company; Div. of ESSEX lndusties, Inc. (SGT).
Triangle Brass Manufacturing Company, Inc. (TBM).
Yale Security Inc.; Div. of Williams Holdings (YAL).
Silencers for Door Frames: Neoprene or rubber; fabricated for drilled-in application to frame.
DOOR GASKETING AND THRESHOLDS
Door Gasketing: Provide continuous weather-strip gasketing on exterior doors and provide
smoke, light, or sound gasketing on interior doors where indicated or scheduled. Provide
noncorrosive fasteners for exterior applications and elsewhere as indicated.
1. Manufacturers:
a. Gasketins:
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l) Hager Companies (HAG).
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2) National Guard Products, Inc. (NGP).
3) Pemko Manufacturing Co., Inc. (PEM).
4) Reese Enterprises, Inc. (RE).
5) Sealeze Corporation (SEL).
6) Ultra tndustries; a Macklanburg-Duncan Company (ULT).
7) Zero Intemational, Inc. (ZRO).
b. Door Bottoms:
l) Hager Companies (HAG).
Z) National Guard Products, krc. (NGP).
3) Pemko Manufacturing Co., Inc. (PEM).
4) Reese Enterprises, Inc. (RE).
5) Sealeze Corporation (SEL).
6) Ultra Industries; a Macklanburg-Duncan Company (ULT).
7) Zero Intemational, Inc. (ZRO).
2. Air Leakage: Not to exceed 0.50 cfm per foot (0.000774 cu. m./s per m) of crack length
for gasketing other than for smoke control, as tested according to ASTM E 283.
3. Smoke-Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and
labeled, based on testing accordingtoUL 1784.
4. Fire-Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and
labeled, based on testing according to UL 10B or NFPA 252.
5. Sound-Rated Gasketing: Assemblies that are listed and labeled, based on testing
according to ASTM E 1408.
6. Gasketing Materials: Comply with ASTM D 2000 and AAMA 701/702.
B. Thresholds: Oftype scheduled or indicated.
1. Manufacfurers:
a. Hager Companies (HAG).
b. National Guard Products, hc. (NGP).
c. NT Dor-O-Matic Hardware Div.; an Ingersoll-Rand Company (NTD).
d. Pemko Manufacturing Co., Inc. (PEM).
e. Reese Enterprises, Inc. (RE).
f. Rixson-Firemarlq Inc.; Div. of Yale Security Inc. (RX).
g. Ultra Indushies; a Macklanburg-Duncan Company (ULT).
h. Zero International, krc. (ZRO).
I z.r2 sLrDrNG AND FoLDING DooR HARDwARE!
A. Sliding Door Hardware: Complete sets consisting of rails, hangers, supports, bumpers, floor
I guides, and accessories indicated.
I l. Manufacturers:
r i fi:l$l;i,fi,'":1hft;**ated(ACS)
c. Henderson, P. C. krc.; Div. of Hepworth PLC (PCH).
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d. Johnson, L. E. Products, hc. (LEJ).
e. Lawrence Brothers, Inc. (LB).
f. Stanley Commercial Hardware; Div. of The Stanley Works (STH).
2.13
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2. Exterior Doors: Galvanized steel or anodized-aluminum door hardware.
3. Horizontal Sliding Door Hardware: Rated for minimum door weight of 560 lb (254 kg)4. Bypassing Sliding Door Hardware: Rated for doors weighing up to 75 lb (34 kg).5. Pocket Sliding Door Hardware: Rated for doors weighing up to 75 lb (3a kg).
B. Folding Door Hardware: Complete sets consisting of overhead rails, hangers, supports,
bumpers, floor guides, and accessories indicated.
I . Manufacturers:
Cox, Arthur & Sons, Incorporated (ACS).
Hager Companies (HAG).
Henderson, P. C. Inc.; Div. of Hepworth PLC (PCH).
Johnson, L. E. Products, Inc. (LEJ).
Lawrence Brothers, Inc. (LB).
Stanley Commercial Hardware; Div. of The Stanley Works (STTI).
2. lnterior Doors: Provide door hardware for interior bifoldins doors when not fumished as
part of door package.
3. Bifolding Door Hardware: Rated for door panels weighing up to 125 lb (57 kg).
4. Multiple Folding Door Hardware: Rated for door panels weighing up to 75 lb (3a kg).
CYLINDERS, KEYING, AND STRIKES
Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver.
l. Manufacfurers:
a.
b.
d.
e.
I.
Same manufacturer as for locks and latches.
ABLOY High Security Locks; Div. of ASSA ABLOY, Inc. (ABL).
Arrow Architectural Hardware; Div. of ESSEX Industries, Inc. (AAH).
ASSA High Security Locks; Div. of ASSA ABLOY, Inc. (ASA).
Best Lock Corporation (BLC).
Corbin Russwin Architectural Hardware; Div. of Yale Security hrc. (CR).
Lockwood Architectural Hardware; Div. of Lloyd Matheson Inc. (LAH).
Marks USA (MKS).
Medeco High Securify Locks, Inc. (MED).
NT Falcon Lock Co.; an Ingersoll-Rand Company (NTF).
Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. (SGT).
Schlage Lock Company; an Ingersoll-Rand Company (SCH).
Weiser Lock; a Masco Building Products Corporation (WEI).
Yale Security Inc.; Div. of Williams Holdings (YAL).
2. Number of Pins: Five.
3. High-Securify Grade: BHMA Grade lA, listed and labeled as complying with UL437
(Suffix A).
DOORHARDWARE 08711 - 8
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4- Permanent Cores: Manufacturer's standard; finish face to match lockset; interchangeable
cores.
5. Construction Master Keys: Provide cylinders with feature that permits voiding of
construction keys without cylinder removal. Provide l0 construction master keys.
6. Construction Cores: Provide construction cores that are replaceable by permanent cores.
Provide l0 construction master keys.
a. Replace construction cores with permanent cores, as directed by Owner.
b. Furnish permanent cores to Owner for installation.
Keying System: Factory-registered keying systerq master key system.
Key Control System: krclude key-holding hooks, labels, key tags with self-locking key holders,
envelopes, and markers. Contain system in portable type metal cabinet with baked-enamel
finish.
1. Manufacturers:
Key Control Systems, hc. (KCS).
Major Metalfab Co. (MM).
Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. (SGT).
Sunroc Corporation (SuN).
Shikes: Manufacturer's standard strike with shike box for each latch or lock bolt, with curved
lip extended to protect frame, finished to match door hardware set.
FABRICATION
Base Metals: Fumish metals of a quality equal to or greater than that of specified door
hardware units and BHMA A156.18 for finishes. Do not furnish manufacturer's standard
materials if different from specified standard.
Fasteners: Phillips flat-head screws with finished heads to match surface of door hardware,
unless otherwise indicated. Provide steel machine or wood screws or steel through bolts for
fi re-rated applications.
Fasteners for Wood Doors: Comply with requirements of DHI WDHS.2, "Recommended
Fasteners for Wood Doors."
Finishes: Comply with BHMA A156.1 8.
PART 3 - EXECUTION
INSTALLATION
Examine doors and frames for compliance with requirements for installation tolerances, labeled
fire door assembly construction, wall and floor construction, and other conditions affecting
performance. Examine roughing-in for electrical power systems to verify actual locations of
wiring connections before electrified door hardware installation.
c.
DOORHARDWARE 08711 - 9
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GROUP HW-l: Main Keved Doors - Front Door
(l) Fully-mortisedloclaet.
(2 pr) Heavy{uty, batl-bearing, exterior-grade butts.(1) Stop (hinge or floor, as required by location)(l set) Smoke Seal(l) Automatic Door Bottom(l) Concealed head closer with coordinator
GROUP HW-2: Main Keyed Doors - Corridor Door
B.
MENDIK RESIDENCE 8/18/2004
Steel Door and Frame Preparation: Comply with DHI Al 15 series. Drill and tap doors and
frames for surface-applied hardware according to SDI 107.
Wood Door Preparation: Comply with DHI Al 15-W series.
Mounting Heights: Comply with the following requirements, unless otherwise indicated:
1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural
Hardware for Standard Steel Doors and Frames."
2. Custom Steel Doors and Frames: DHI's "Recommended Locations for Builders'
Hardware for Custom Steel Doors and Frames. "3. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for
Wood Flush Doors."
Adjust and reinforce attachment substrates as necessary for proper installation and operation.
Drill and countersink units that are not factory prepared for anchorage fasteners. Space
fasteners and anchors according to industry standards.
l. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant
complying with requirements specified in Division 7 Section "Joint Sealants."
FIELD QUALITY CONTROL
lnspections: Owner will engage a qualified independent Architectural Hardware Consultant to
perform inspections and to prepare inspection reports.
DOORHARDWARE SETS
Section 08712 - HARDWARE (HW) GROUPS
(See HW designations on Door Schedules-
Do not confuse with Interior Designer's HDW Specification Sheets)
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(1) Passage Lockset(l) Deadbolt with thumb latch (keyed to match entry)
(1.5 pr) Heary-duty, ball-bearing, exterior-grade butts. One or more butts to be
adjustable self-closing spring type; number of spring butts to be determined by
manufacturer's rating for weight ofdoor and exposure; finish to match Interior
Designer's lockset finish, typical all hardware.
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(l) Stop (hinge or floor, as required by location)
(l set) Smoke Seal(1) Automatic Door Bottom
I GROUP HW-3: Existing Exterior Door
| ( I set) Replacement lever handle set (match finish of other interior locksets)
(1.5 pr) Replacement butts to match finish of other interior locksets
I (l) Deadbolt with thumb latch (keyed to match entry)
a (l) Stop (hinge or floor, as required by location)
I GROUP HW-4: New Exterior Door
I (l set) Leverhandleset(matchfrnishofinteriorlocksets)
I ( 1.5 pr) Butts (match finish of interior locksets)t fil *fil#11ffi:",:::ls:t'fJi#:5''''
(1 set) Weather stripping and threshold supplied with door from manufachrrer
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GROLIP HW-5: New Exterior Door - Double Slider
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I GROUP HW-6: New Exterior Door- Sinele SliderI ,t *) t".- ser r"r* finish of interior locksets).
I GROUP HW-7: Interior PrivacvDoors
(D ,nu*, *., * r",
I (l'5 Pr) Butts(l) Stop (hinge or floor, as required by location)
I GROUPHW-7A: InteriorPrivacyDoorst(2) Privacy Lever latch set
(1.5 pr) Buttsr [?] 1Ti"$lf';1XT;;1'J"o"o"d
bv rocation)
I GROIIP HW-8: Interior Passase DoorsI(l) Passage Lever latch set
(1.5 pr) Butts
r (l) Stop (wall or floor, as required by location)
I GROUP HW-9: Interior Double Doors
t Q) Dummy Levers
(3 pr) Butts.
(2 sets) Heavy-duty ball-catch hardware mounted to top of doors
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(2) Stops (floor or wall, as required by location)
GROUP HW-10: lnterior Pocket Door
(3) Recessed fingerplate
(l) Privacy set
(l) Recessed thumb latch pull
GROUP HW-l l: Interior Double Pocket Door
(2) Recessed fingerplate(l) Privacy set (active door)(l) Dummy set (inactive door)
(2) Recessed thumb latch pull
GROUP HW-12: lnterior 180 deeree Swine Door
(2) Pushplate
(2) 180 degree swinghinge(2) Stops (floor or wall, as required by location)
GROUP HW l3: Exterior Mechanical Access Door
(l) Passage Lever latch set- exterior grade
(1.5 pr) Butts
(l) Stop (wall or floor, as required by location)
GROUP HW 14: hrterior Short Door at Stair
(2) Dummy Levers
(2 pr) Butts
(2 sets) Heavy-dufy ball-catch hardware mounted to top of doors(2) Stops (floor or wall, as required by location)
GROUP HW-15: Main Keyed Doors - Corridor Door to Closet
(1) Dummy Lockset (inactive door)(l) Passage lockset (active door)
(1) Deadbolt (keyed to match entry)
(3 pr) Hearyduty, ball-bearing, exterior-grade butts.
(1) Top and bottom flush thru bolts
(1) Stop (hinge or floor, as required by location)
(l set) Smoke Seal(l) Automatic Door Bottom
(l ) Astragal
GROUP HW-16: Interior Passage Double Doors
(1) Passage Lever latch set(l) Passage Dummy set
(3 pr) Butts
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(2) Stop (hinge or floor, as required by location)(2) Automatic Door Bottom
(l) Top and bottom flush thru bolts(1) Astragal
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I 1. Coordinate with HDW Specification Sheets for other hardware requirements, including style and
- finish.
l| 2. For hardware not identified in Interiors HDW Specification Sheets, provide manufacturer's
hardware such as butts, pulls, etc., that sufficiently matches HDW hardware for quality, style, and
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finish.
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SECTION 08830 - MIRRORS
PART I -GENERAL
I T.I STJMMARY
I A. This Section includes the following:r
l. Annealed monolithic slass mirrors.
I 1.2 SUBMITTALS
t A. Product Data: For mirror hardware and mastic.
- B. Shop Drawings: Include mirror elevations, edge details, mirror hardware, and attrachments to
I other work.
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C. Samples: For each type of mirror product required, in the form indicated below:
I l. Mirrors, 12 inches (300 mm) square, including edge teatment on 2 adjoining edges.
2. Mirror clips.
I 3. Mirror trim, 12 inches (300 mm) long.
I D. Product Certificates: For each type of mirror and mirror mastic, signed by product
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manufacturer.
I E. Mirror Mastic Compatibilitv Test Reports: From mirror manufacturer.
I I.3 QUALITYASSURANCE
I A. Glazing Publications: Comply with GANA's "Glazing Manual" and GANA Mirror Division's
I "Mirrors, Handle with Exteme Care: Tips for the Professional on the Care and Handling of
Mirrors" unless more stringent requirements are indicated
I B. Preconstuction Mirror Mastic Compatibility Test Submit mirror mastic products to mirror
manufacturer for testing to determine compatibility of mastic with mirror backing paint and
substrates on which mirrors are installed,
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1.4 DELTVERY. STORAGE. AND HANDLING
f A. Comply with mirror manufacturer's written instructions for shipping, storing, and handling
mirrors as needed to prevent deterioration of silvering, damage to edges, and abrasion of glass
I surfaces and applied coatings. Store indoors, protected from moisture including condensation.
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1.5 WARRANTY
A. Special Warranty: Manufacturer's standard form, made out to Owner and signed by minor
manufacturer agreeing to replace mirrors that deteriorate, f.o.b. the nearest shipping point to
Project site, within specified warranty period indicated in second subparagraph below.
1. Deterioration of Mirrors: Defects developed from normal use that are attributable to the
manufacturing process and not to causes other than glass breakage and practices for
maintaining and cleaning mirrors conhary to minor manufacturer's written instructions.
Defects include discoloration, black spots, and clouding of the silver film.2. Warranty Period: Five years from date of manufachre.
PART 2 - PRODUCTS
SILVERED FLAT GLASS MIRROR MATERIALS
Clear Glass Mirrors: ASTM C 1503, Minor Glazing Quality.
1. Nominal Thickness: 3.0 mm.
MISCELLANEOUS MATERIALS
Setting Blocks: Elastomeric material with a Type A Shore durometer hardness of 85, plus or
minus 5.
Edge Sealer: Coating compatible with glass coating and approved by mirror manufacturer for
use in protecting against silver deterioration at mirrored glass edges.
Mirror Mastic: An adhesive setting compound, produced specifically for setting mirrors and
certified by both mirror manufacturer and mastic manufacturer as compatible with glass coating
and substrates on which mirrors will be installed.
1. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a. Gunther Mirror Mastics.
b. Palmer Products Comoration.
MIRROR HARDWARE
Top and Bottom Aluminum J-Channels: Aluminum extrusions with a return deep enough to
produce a glazing channel to accommodate mirrors of thickness indicated and in lengths
required to cover bottom and top edges ofeach mirror in a single piece.
1. Bottom Trim: J-channels formed with front leg and back leg not less than 5/16 and l/.1
inch (7.9 ancl l9 n'rnr) in height, respectively-
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2. Top Trim: Formed with front leg with a height of 5/16 inch (7.9 nrm) and back leg
designed to fit into the pocket created by wall-mounted aluminum cleat.
3. Product: Subject to compliance with requirements, provide the following:
a. Bottom Trim: C. R. Laurence Co., lnc.; D638 FHA Type "J" Channel.
b. Top Trim: C. R. Laurence Co., lnc.; D 1638 Top Channel.
c. Cleat: C. R. [aurence Co., Inc.; D 1637M Mirror Mount System Cleat.
Fasteners: Fabricated of same basic metal and alloy as fastened metal and rnatching it in
finished color and texture where fasteners are exposed.
Anchors and Inserts: hovide devices as required for mirror hardware installation. Provide
toothed or lead-shield expansion-bolt devices for &illed-in-place anchors. Provide galvanized
anchors and inserts for applications on inside face of exterior walls and where indicated.
FABRICATION
Mirror Sizes: To suit hoject conditions, cut mirrors to final sizes and shapes.
Cutouts: Fabricate cutouts for notches and holes in mirrors without marring visible surfaces.
Locate and size cutouts so they fit closely around penetrations in mirrors.
Minor Edge Treatment: Flat polished edge.
l. Seal edges of minors after edge treatment to prevent chemical or atmospheric penetration
of glass coating.
PART 3 - EXECUTION
INSTALLATION
General: Install mirrors to comply with mirror
referenced GANA publications. Mount mirrors
distorting reflected images.
31t312004
manufacturer's written instructions and with
accurately in place in a manner that avoids
C.
Provide a minimum air space of ll8 inch (3 mrn) between back of mirrors and mounting surface
for air circulation between back of mirrors and face of mounting surface.
For wall-mounted mirrors, install with mastic and mirror hardware.
l. Attach mirror hardware securely to mounting surfaces with mechanical fasteners installed
with anchors or inserts as applicable. Install fasteners so heads do not impose point loads
on backs of mirrors.
2. For mirror hardware in the form of continuous J-channels at bottom, provide setting
blocks 1/8 incli (-3 mm) thick by 4 inches (100 nmr) long at quarter points. To prevent
trapping water, provide, between setting blocks, 2 slotted weeps not less than li4 inch
(6.4 nrnr) wide by 318 inch (9.5 nrm) long.
3. For metal or plastic clips, place a felt or plastic pad between mirror and each clip to
prevent spalling of mirror edges.
MIRRORS 08830 - 3
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4. Where indicated, install bottom him and top clips. Fabricate bottom trim in single
lengths to fit and cover bottom edges of mirrors. Locate top clips so they are
symmetrically placed and evenly spaced.
5. lnstall mastic as follows:
n. Apply barrier coat to mirror backing where approved in writing by manufacturers
of mirrors and backing material.
b. Apply mastic to comply with mastic manufacturer's written instructions for
coverage and to allow air circulation between back of mirrors and face of
mounting surface.
c. After mastic is applied, align mirrors and press into place while maintaining a
minimum air space of 1i8 inch (3 mm) between back of mirrors and mounting
surface.
Protect mirrors from breakage and contaminating substances resulting from construction
operations.
Do not permit edges of mirrors to be exposed to standing water.
Maintain environmental conditions that will prevent mirrors from being exposed to moisture
from condensation or other sources for continuous periods of time.
END OF SECTION 08830
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SECTION 09260 . GYPSUM BOARD ASSEMBLIES
I
PART I -GENERAI
- I.1 SUMMARY
I A. This Section includes the following:I
l. Interior gypsum wallboard.
I 2. Tile backing panels.
t 3. Non-load-bearing steel framing.
I r.2 SUBMTTTALS
r A. Product Data: For each product indicated.
Irt B. Samples: For each textured finish indicated and on same backing indicated for Work.
T I.3 QUALITYASSURANCE
I A. Fire-Test-Response Characteristics: For gypsum board assemblies with fire-resistance ratings,
t provide materials and construction identical to those tested in assembly indicated according to
ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having
I jurisdiction.
t B. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide
I materials and construction identical to those tested in assembly indicated according to
t ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency.
C. Mockups: Before finishing gypsum board assemblies, install mockups of at least 100 sq. ft. (9
I sq. m) in surface area to demonstrate aesthetic effects and qualities of materials and execution.I
I . Install mockups for the following applications:
I a. Surfaces with texture finishes.b. Surfaces indicated to receive nontextured paint frnishes.c. Surfaces indicated to receive texfured paint finishes.
r 2. Simulate hnished lighting conditions for review of mockups.
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MANUFACTURERS
ln other Part 2 articles where subparagraph titles below inhoduce lists, the following
requirements apply for product selection:
l. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the products specified.
2.2 STEEL FRAMING
A. Steel Framing, General: Comply with ASTM C 754 for conditions indicated.
l. Steel Sheet Components: Metal complying with ASTM C 645 requirements.
L. Protective Coating:
l) Interior Applications: manufacturer's standard corrosion-resistant zinc
coatrng.
2) Exterior Applications: ASTM A 653/4 653M, c60 (Z'180), hor-dip
galvanized zinc coating.
B. Suspended Ceiling and Soffit Framing:
l. Tie Wire: ASTM A64l/A64lM, Class I zinc coating, soft temper,0.0625-inch- (1.59-
mrn-) diameter wire, or double strand of 0.0475-inch- (1.21-mm-) diameter wire.2. Hanger Attachments to Concrete:
a. Anchors: Fabricated from corrosion-resistant materials with holes or loops for
attaching hanger wires and capable of sustaining, without failure, a load equal to 5
times that imposed by construction as determined by testing according to
ASTM E 488 by a qualified independent testing agency.
l) Type: Cast-in-place anchor, designed for attachment to concrete forms.
b. Powder-Actuated Fasteners: Suitable for application indicated, fabricated from
corrosion-resistant materials, with clips or other devices for attaching hangers of
type indicated, and capable of sustaining, without failure, a load equal to l0 times
that imposed by construction as determined by testing according to ASTM E I190
by a qualified independent testing agency.
3. Wire Hangers: ASTM A64llA 641M, Class I zinc coating, soft temper, 0.162-inch
(-1. l2-mm) diameter.
4. Carrying Channels: Cold-rolled, commercial-steel sheet with a base metal thickness of
0.0538 inch (1.37 mm), a minimum l/2-inch- (12.7-mrl-) wide flange, and in depth
indicated.
5. Furring Channels (Furring Members):
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a. Cold Rolled Channels: 0.0538-inch (1.37-mm) bare steel thickness, with
minimum l/2-inch- (12.7 -mm-)wide flange, 3/4 inch (19.1 mm) deep.b. Steel Studs: ASTM C 645, in depth indicated.
1) Minimum Base Metal Thickness: 0.0312 inch {0.79 mm) unless otherwise
indicated.
c. Hat-Shaped, Rigid Furring Channels: ASTM C 645,7 /8 inch (22.2 mm) deep.
1) Minimum Base Metal Thickness: 0.0312 inch {0.79 mm) unless otherwise
indicated.
d. Resilient Furring Channels: I l2-inch- (12.7-mm) deep members designed to
reduce sound transmission, and asymmetrical with single leg or hat shaped with
two legs.
Grid Suspension System for Interior Ceilings: ASTM C 645, direct-hung system composed of
main beams and cross-furrinq members that interlock
1. Available Products:
a. Armstrong World Industries, Inc.; Furring Systems/Drywall.b. Chicago Metallic Corporation; Drywall Furring 660 System.c. USG Interiors, Inc.; Drywall Suspension System.
Partition and Soffit Framing:
l. Steel Studs and Runners: ASTM C 645, in depth indicated.
a. Minimum Base Metal Thickness: 0.0312 inch (0.79 rnm).2. Proprietary Deflection Track: Steel sheet top runner manufactured to prevent cracking of
gypsum board applied to interior partitions resulting from deflection of structure above;
in thickness indicated for studs and in width to accommodate depth of studs.
a. Available Products:
1) Delta Star, Inc., Superior Metal Trim; Superior Flex Track System (SFT).2) Metal-Lite, Inc.; Slotted Track.
3. Proprietary Firestop Track Top runner manufactured to allow partition heads to expand
and contract with movement of the structure while maintaining continuity of fire-
resistance-rated assembly indicated; in thickness not less than indicated for sfuds and in
width to accommodate depth of studs.
a. Available Products:
l) Fire Trak Corp.; Fire Trak attached to studs with Fire Trak Slip Clip.2) Metal-Lite, Inc.; The System.
4. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width
indicated.
GYPSUM BOARD ASSEMBLIES 09260 - 3
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a. Minimum Base Metal Thickness: 0.0179 inch (0.45 mm).
coid-Rolled channel Bridging: 0.0538-inch (1.37-rnm) bare steel thickness, with
minimum 1/2-inch- (12.7-mm-) wide flange, and in depth indicated.
a. Clip Angle: l-1/2by 1-1i2 inch (38.1 by 38.1 nrm), 0.068-inch- (l.73-mm-) thick,
galvanized steel.
Hat-Shaped, Rigid Furring Channels: ASTM C 645, in depth indicated.
a. Minimum Base Metal Thickness: 0.01 79 inch (0.45 mm).
Resilient Furring channels: l/2-inch- (12.7-nrm-) deep, steel sheet members designed to
reduce sound transmission. Asymmetrical or hat shaped, \Mith face attached to single
flange by a slotted leg (web) or attached to two flanges by slotted or expanded metal legs.
Cold-Rolled Furring Channels: 0.0538-inch (1.37-mm) bare steel thickness. with
minimum 1/2-inch- (12.7-mm-) wide flange, and in depth indicated.
a. Funing Brackets: Adjustable, comtgated-edge type of steel sheet with minimum
bare steel thickness of 0.0312 inch (0.79 mm;.b. Tie Wire: ASTM A 641/A&lM, Class I zinc coating, soft temper, 0.0625-inch-
( I .59-mm-) diameter wire, or double strand of 0.0475-inch- ( I .21 -mm-) diameter
wire.
Z-Shaped Furring: With slotted or nonslotted web, face flange of l-1/4 inches (3i.8
mm), wall attachment flange of 7/8 inch (.22.2 ntm), minimum bare metal thickness of
0.01 79 inch (0.45 mm), and depth required to fit insulation thickness indicated.
Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding
power, and other properties required to fasten steel members to substrates.
PANEL PRODUCTS
Panel Size, General: Provide in maximum lengths and widths available that will minimize
joints in each area and correspond with support system indicated.
Gypsum Wallboard: ASTM C 36.
l. Regular Type: In thickness indicated and with long edges tapered.2. Type X: ln thickness indicated and with long edges tapered.
Flexible Glpsum wallboard: ASTM c 36, manufactured to bend to fit tight radii and to be
more flexible than standard regular-type panels of the same thickness, l/4 inch (6.4 nm) thick,
and with long edges tapered. Apply in double layer at curved assemblies.
Sag-Resistant Gypsum Wallboard: ASTM C 36, manufactured to have more sag resistance than
regular-fype g)?sum board, ll2 inch ( 12.7 mm) thick, and with long edges tapered. Apply on
ceilins surfaces.
G\?SUM BOARD ASSEMBLIES 09260 - 4
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E. Proprietary, Special Fire-Resistive Type: ASTM C 36, having improved fire resistance over
standard Type X, complying with requirements of fire-resistance-rated assemblies indicated, in
thickness indicated, and with long edges tapered.
F. Paper-Surfaced Gypsum Wall Sheathing: ASTM C79/C79M, with water-resistant material
incorporated into core and with water-repellent paper bonded to core's face, back, and long
edges.
l. AvailableManufacturers:
a. American Gypsum Co.b. G-P Gypsum Corporation.c. National Gypsum Company.d. United States Gypsum Co.
2. Type and Thickness: Type X, 5/8 inch (15.9 mm) thick.3. Edge and End Configuration: Square.
G. Glass-Mat Gypsum Wall Sheathing: ASTM C lI77lC ll77M.
1. Product: Subject to compliance with requirements, provide "Dens-Glass Gold" by G-P
Gypsum Corp.2. Type and Thickness: Type X, 5/8 inch ( 15.9 mm) thick.
H. Exterior Gypsum Panels for Ceilings and Soffits:
l. Exterior Gypsum Soffit Board: ASTM C 931/C 93 lM, with core type and in thickness
indicated and with manufacturer's standard edges-2. Glass-Mat Gypsum Sheathing Board: ASTM CI177lCll77M, with core type and in
thickness indicated.
z. Product: G-P Gypsum Corp; Dens-Glass Gold.
I. Tile Backing Panels:
l. Water-Resistant Gypsum Backing Board: ASTM C 630/C 630M, with core type and in
thickness indicated.
2. Glass-Mat, Water-Resistant Backing Board: ASTMC 1178/C 1178M, with core type
and in thickness indicated.
a. Product: G-P Gypsum Corp.; Dens-Shield Tile Backer.
3. Cementitious Backer Units: ANSI Al18.9. in thickness indicateo.
2.4 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.
1. Comerbead: Use at outside comers. unless otherwise indicated.2. Bullnose Bead: Use where indicated.3. LC-Bead: Use at exposed panel edges.
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4. L-Bead: Use where indicated.
5. U-Bead: Use where indicated.
6. Expansion (Control) Joint: Use where indicated.
7. Curved-Edge Comerbead: With notched or flexible flanges; use at curved openings.
B. Exterior Trim: ASTM C 1047, hotdip galvanized steel sheet or rolled zinc.
Comerbead: Use at outside comers.
LC-Bead: Use at exposed panel edges.
Expansion (Conkol) Joint: One-piece, rolled zinc with V-shaped slot and removable
strip covering slot opening. Use where indicated.
JOINT TREATMENT MATERIALS
General: Comply with ASTM C 475.
Joint Tape:
l. lnterior Gypsum Wallboard: Paper.
2. ExteriorGypsumSoffitBoard: Paper.
3. Glass-Mat Gypsum Sheathing Board: l0-by-10 glass mesh.4. Tile Backing Panels: As recommended by panel manufacturer.
Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is
compatible with other compounds applied on previous or for successive coats.
1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound.2. Embedding and First Coat: For embedding tape and Iirst coat on joints, flanges of trim
accessories, and fasteners, use setting-type taping compound.
a. Use setting-type compound for installing paper-faced metal trim accessories.
3. Fill Coat: For second coat, use setting-type, sandable topping compound.4. Finish Coat: For third coat, use setting-type, sandable topping compound.
5. Skim Coat: For final coat of Level 5 finish, use setting-type, sandable topping
compound.
Joint Compound for Exterior Applications:
1. Exterior Gypsum Soffit Board: Use setting-type taping and setting-type, sandable
topping compounds.
2. Glass-Mat Gypsum Sheathing Board: As recommended by manufacturer.
Joint Compound for Tile Backing Panels:
l. Water-Resistant Gypsum Backing Board: Use setting-type taping and setting-q?e,
sandable topping compounds.
2. Glass-Mat, Water-Resistant Backing Panel: As recommended by manufacturer.3. Cementitious Backer Units: As recommended by manufacturer.
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' 2,6 AUXILIARYMATERTALS
I A. General: hovide auxiliary materials that comply with referenced installation standards andI manufacfurer's written recommendations.
I B. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex
! sealant complyrng with ASTM C 834 that effectively reduces airbome sound transmission
through perimeter joints and openings in building construction as demonstrated by testing
I representative assemblies according to ASTM E 90.
l. Available Products:
a a. Pecora Corp.; AC-20 FTR Acoustical and lnsulation Sealant.
b. United States Gypsum Co.; SHEETROCK Acoustical Sealant.
I C. Acoustical Sealant for Concealed Joints: Nondrying, nonhardening, nonskinning, nonstaining,! gunnable, synthetic-rubber sealant recommended for sealing interior corcealed joints to reduce
airbome sound transmission.II 1. Available Products:
I a. Ohio Sealants, Inc.; Pro-Series SC-170 Rubber Base Sound Sealant.I I i:"#"i;T:i*,,ii;Acousticar searant
I D. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.I
. I . Use screws complying with ASTM C 954 for fastening panels to steel members from
t 0.033 to 0.112 inch (0-84 to 2.84 mm) thick.ll 2. For fastening cementitious backer units, use screws of type and size recommended by
panel manufacturer.I
I E. Isolation Ship at Exterior Walls:
r/ l. Asphalt-Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt),
' 2. il:lttH:[l; Adhesive-backed, closed-cetl vinyt foam strips that allow fastener
I penehation without foam displacement, 1/8 inch (3.2 mnr) thick, in width to suit steel
t stud size.
F. ' Sound Barrier: Un-reinforced, mass loaded, flexible, vinyl based polymer barrier with no lead
I fillers.
I l. AvailableManufacturers:
I a. Midwest Fiber-Glass Corporation.
b. Acoustic Surfaces, Inc.c. Acoustical Solutions, Inc.
I d. Raven Industries, Inc.
2. Thickness: l/8" or 0.105 inches minirnum.
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STC: 27 Minimum.
Density: I pound per square foot.
Stiffness: 26 Mpa
Tensile: 450 psi, Min
Color: Black or clear.
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Building Wrap: Air-retarder sheeting made from polyolefins; cross-laminated films, woven
strands, or spun-bonded fibers; coated or uncoated; with or without perforations; and comp\ring
with ASTM E 1677,Typel.
l. AvailableManufacturers:
a. Celotex Corporation (The); Building Products Division.b. DuPont (E. I. du Pont de Nemours and Company).c. Parsec, Inc.
d. Raven Industries, Inc.e. Reemay, lnc.
f. Simplex Products.
C. Sto{ote Products, Inc.
h. Tenneco Building Products.
2. Thickness: Not less than 3 mils (0.08 mm).
3. Permeance: Not less than l0 perms (575 ngiPa x s x sq. m).4. Flame-Spread Index: 25 or less per ASTM E 84.5. Allowable Exposure Time: Not less than three months.
Building Wrap Tape: hessure-sensitive plastic tape recommended by building wrap
manufacturer for sealing joints and penetrations in building wrap.
Sheathing Tape: Pressure-sensitive plastic tape for sealing joints and penetrations in sheathing
and recommended by sheathing manufacturer for use with type of sheathing required.
Sill-Sealer Gaskets: Glass-fiber-resilient insulation, fabricated in skip form, for use as a sill
sealer; l-inch (25-mm) nominal thickness, compressible to l/32 inch (0.8 mm); selected from
manufacturer's standard widths to suit width of sill members indicated.
PART 3 - EXECUTION
NON-LOAD-BEARING STEEL FRAMING INSTALLATION
General: Comply with ASTM C754, and ASTM C 840 requirements that apply to framing
installation.
Suspended Ceiling and Soffit Framing:
1. Suspend ceiling hangers plumb and free from contact with insulation or other objects
within ceiling plenum that are not part of supporting structural or ceiling suspension
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system. Splay hangers only where required to miss obstructions and offset resulting
horizontal forces by bracing, countersplaying, or other equally effective means.2. Where width of ducts and other conskuction within ceiling plenum produces hanger
spacings that interfere with the location of hangers required to support standard
suspension system members, install supplemental suspension members and hangers in
form of trapezes or equivalent devices. Size supplemental suspension members and
hangers to support ceiling loads within performance limits established by referenced
standards.
3. Attach hangers to structural members. Do not support ceilings from or attach hangers to
permanent metal forms, steel deck tabs, steel roof decks, ducts, pipes, or conduit.4. Wire-tie furring channels to supports, as required to comply with requirements for
assemblies indicated.
5. Grid Suspension System: Attach perimeter wall track or angle where grid suspension
system meets vertical surfaces. Mechanically join main beam and cross-furring members
to each other and butt-cut to fit into wall hack.
Partition and Soffit Framing:
l. Where studs are installed directly against exterior walls, install isolation strip between
studs and wall.
2. Extend partition framing full height to structural supports or substrates above suspended
ceilings, except where partitions are indicated to terminate at suspended ceilings.
Continue framing over frames for doors and openings and frame around ducts penetrating
partitions above ceiling to provide support for gypsum board.3. Frame door openings to comply with GA-600 and with gypsum board manufacturer's
applicable written recommendations, unless otherwise indicated. Screw vertical studs at
jambs to jamb anchor clips on door frames; install runner track section (for cripple studs)
at head and secure to jamb studs.
a. lnstall two studs at each jamb, unless otherwise indicated.b. Extend jamb studs through suspended ceilings and attach to underside of floor or
roof strucfure above.
4. Frame openings other than door openings the same as required for door openings, unless
otherwise indicated. Install framing below sills of openings to match framing required
above door heads.
Z-Furring Members: Erect insulation vertically and hold in place with Z-furring members.
l. Until g)psum board is installed, hold insulation in place with l0-inch (250-mm) staples
fabricated from 0.0625-inch- (1.59-mm-) diameter, tie wire and inserted through slot in
web of member.
Polyethylene Vapor Retarder: Install to comply with requirements specified in Division 7
Section "Building lnsulation."
PANEL PRODUCT INSTALLATION
Gypsum Board: Comply with ASTM C 840 and GA-216.
GYPSUM BOARD ASSEMBLIES 09260 -9
2003 1557.00
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MENDIKRESIDENCE 4/6/2004
l. Space screws a maximum of l2 inches (304.8 mm) o.c. for vertical applications.2. Space fasteners in panels that are tile substrates a maximum of 8 inches (203.2 mm) o.c.3. On ceilings, apply glpsum panels before wall/partition board application to the greatest
extent possible and at right angles to framing, unless otherwise indicated.4. on partitions/walls, apply gypsum panels vertically (parallel to framing), unless
otherwise indicated or required by fire-resistance-rated assembly, and minimize end
joints.
a. Stagger abutting end joints not less than one framing member in alternate courses
ofboard.
b. At stairwells and other high walls, install panels horizontally, unless otherwise
indicated or required by hre-resistance-rated assembly.
5. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end
joints. Locate edge joints over furring members.6. single-Layer Fastening Methods: Apply gypsum panels to supports with steel drill
screws.
7 . Multilayer Fastening Methods: Fasten base layers and face layers separately to supports
with screws.
8. Laminating to Substrate: comply with gypsum board manufacturer's written
recommendations and temporarily brace or fasten glpsum panels until fastening adhesive
has set.
Exterior ceilings and soffits: Apply exterior gypsum panels perpendicular to supports, with
end joints staggered and located over supports.
l. Fasten with corrosion-resistant screws.
Building Wrap Application: Cover exterior wall sheathing with building wrap as indicated.
cover upstanding flashing with 4-inch (102-mm) overlap. seal seams, edges, and penehations
with tape.
Apply sheathing tape to joints between sheathing panels and at items penehating sheathing.
Apply at upstanding flashing to overlap both flashing and sheathing.
Tile Backing Panels:
1. Water-Resistant Gypsum Backing Board: Install with l/4-inch (6.4-mm) gap where
panels abut other construction or penetrations.2. Glass-Mat, Water-Resistant Backing Panel: Install with ii4-inch (6.4-mm) gap where
panels abut other construction or penetrations.
3. CementitiousBackerUnitApplication: ANSIA108.1l.
FINISHING
Installing Trim Accessories: For trim with back
framing with same fasteners used for panels.
manufacturer's written instructions.
flanges intended for fasteners, attach to
Otherwise, attach trim accordins to
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Finishing Gypsum Board Panels: Treat gpsum board joints, interior angles, edge trinr" control
joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare
glpsum board surfaces for decoration.
l. Prefill open joints and damaged surface areas.2. Apply joint tape over g)?sum board joints, except those with trim having flanges not
intended for tape.
3. Glass-Mat Gypsum Sheathing Board: Finish according to manufacturer's written
inskuctions for use as exposed soffit board.4. Glass-Mat, Water-Resistant Backine Panels: Finish accordins to manufactureCs written
instructions.
Cementitious Backer Units: Finish according to manufacturer's written instructions.
Gypsum Board Finish Levels: Finish panels to levels indicated below, according to
ASTM C 840, for locations indicated:
l. Level 1: Embed tape at joints in ceiling plenum areas, concealed areas, and where
indicated, unless a higher level of finish is required for lire-resistance-rated assemblies
and sound-rated assemblies.2. Level2:. Embed tape and apply separate first coat ofjoint compound to tape, fasteners,
and trim flanges where panels are substrate for tile and where indicated.3. Level 3: Embed tape and apply separate first and fill coats ofjoint compound to tape,
fasteners, and trim flanges where indicated.4. Level 4: Embed tape and apply separate first, fill, and finish coats ofjoint compound to
tape, fasteners, and trim flanges at panel surfaces where indicated.5. Level 5: Embed tape and apply separate first, fill, and finish coats ofjoint compound to
tape, fasteners, and trim flanges, and apply skim coat of joint compound over entire
surface at panel surfaces that will be exposed to view, unless otherwise indicated.
END OF SECTION 09260
GYPSUM BOARD ASSEMBLIES 09260 - tr
- 20031557.00 MENDIK RESIDENCE 3trot2004
I
SECTION 09265 - GYPSUM BOARD SHAFT-WALL ASSEMBLIES
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PART I -GENERAL
'- 1.1 SUMMARY
I A. This Section includes the following:I
l. Shaft enclosures.
T] 2. Chase enclosures.I
r 1.2 STJBMITTALS
I A. Product Data: For each glpsum board shaft-wall assembly indicated.
I B. Fire-Test-Response Reports:
r l. Include data substantiating that elevator entrances and other items that penetrate each
I gypsum board shaft-wall assembly do not negate fire-resistance rating.
C. ResearcVevaluationreports.
t D. Acousticaltest-r€sponse reports.
I I.3 QUALITYASSURANCE
r A. Fire-Resistance-Rated Assemblies: Provide materials and conskuction identical to those tested
I in assembly indicated according to ASTME 119 by an independent testing and inspectingr agency acceptable to authorities having jurisdiction.
I B. STC-Rated Assemblies: For gypsum board shaft-wall assemblies indicated to have STCt ratings, provide assembly materials and construction complying with requirements of
assemblies whose STC ratings were determined according to ASTM E 90 and classified
I according to ASTM E 413 by a qualified independent testing agency.
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I PART2-PRODUCTS
I
I 2.1 MANUFACTURERS
I A. Basis-of-Design Product: The design for gypsum board shaft-wall assemblies is based on
products named on Drawings by design designation ofa qualified testing and inspecting agency.
I Subject to compliance with requiremints, piovide the named product o. a comia.able product
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I l. American Gypsum Co.
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2003 1557.00 MENDIKRESIDENCE 3/10/2004
2. G-P Gypsum Corp.
3. National Gypsum Company.
4. United States Gypsum Co.
MATERI,ALS AND COMPONENTS
General: Comply with requirements of fre-resistance-rated assemblies indicated.
l. Provide panels in maximum lengths available to eliminate or minimize end-to-end butt
joints.
2. Provide auxiliary materials complying with glpsum board shaft-wall assembly
manufacfurer's written recommendations.
Steel Sheet Components: Metal complying with ASTM C 645 requirements.
l. Protective Coating: Manufacfurer's standard corrosion-resistant zinc coating.
Studs: Manufacturer's standard profile for repetitive members and comer and end members and
for fire-resistance-rated assembly indicated.
l. Depth: As indicated.
2. Minimum Base Metal Thickness: As indicated.
Track (Runner): Manufacturer's standard J-profile track with longJeg length as standard with
manufacturer, but at least 2 inches (51 mm), in depth matching studs.
1. Minimum Base Metal Thickness: As indicated.
Jamb Struts: Manufacturer's standard J-profile strut with long-leg length of 3 inches (76.2 mm),
in depth matching studs, and not less than 0.0329 (0.84 mm) thick.
Gypsum Liner Panels: Manufacturer's proprietary liner panels in l -inch (25.4-mm) thickness
and with moisture-resistant paper faces.
Gypsum Wallboard: ASTM C 36, core tJ,pe as required by fire-resistance-rated assembly
indicated.
1. Edges: Tapered.
Gypsum Base for Glpsum Veneer Plaster: ASTM C 588, core type as required by fire-
resistance-rated assembly indicated, with edges as standard with manufacturer.
Water-Resistant, Gypsum Backing Board: ASTM C 6301C 630M, core type as required by fire-
resistance-rated assembly indicated.
Cementitious Backer Units: ANSI A118.9, in manufacturer's standard thickness. but at least 1i2
inch ( 12.7 mln) thick.
Accessories: Comerbead, edge trim, and control joints of material and shapes specified in
Division 9 Section "Gypsum Board Assemblies" that comply with gypsum board shaft-wall
assembly manufacturer's written recommendations for application indicated.
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Gypsum Wallboard Joint-Treatment Materials: ASTM C 475 and as specified in Division 9
Section "Gypsum Board Assemblies."
Steel Drill Screws: ASTM C 1002. unless otherwise indicated.
1. Use screws complying with ASTMC954 for fastening panels to steel members from
0.033 to 0.1 12 inch (0.84 to 2.84 mm) thick.2. For fastening cementitious backer units, use screws of type and size recommended by
panel manufacturer.
Track (Runner) Fasteners: Power-driven fasteners of size and material required to withstand
loading conditions imposed on shaft-wall assemblies without exceeding allowable design stress
oftrack, fasteners. or structural substates in which anchors are embedded.
1. Powder-Actuated Fasteners: Provide powder-actuated fasteners with capability to
sustain, without failure, a load equal to 10 times that imposed by shaft-wall assemblies,
as determined by testing conducted by a qualified independent testing agency according
to ASTM E 1190.2. Postinstalled Expansion Anchors: Where indicated, provide expansion anchors with
capability to sustain, without failure, a load equal to 5 times that imposed by shaft-wall
assemblies, as determined by testing conducted by a qualihed independent testing agency
according to ASTM E 488.
Acoustical Sealant: As specified in Division 9 Section "Gypsum Board Assemblies."
Sound Attenuation Blankets: ASTM C 665 for Type I, unfaced mineral-fiber-blanket insulation
produced by combining thermosetting resins with mineral fibers manufactured from slag or rock
wool.
PART 3 - EXECUTION
C.
INSTAILATION
Sprayed Fire-Resistive Materials: Coordinate with gypsum shaft-wall assemblies so both
elements of Work remain complete and undamaged.
Install glpsum board shaft-wall assemblies to comply with requirements of fire-resistance-rated
assemblies indicated, manufacturer's written installation instructions, and the following:
l. ASTM C 754 for installing steel framing.2. Division 9 Section "Gypsum Board Assemblies" for applying and finishing panels.
Do not bridge building expansion joints with shafrwall assemblies; frame both sides of joints
with furring and other support.
lnstall supplementary framing in gypsum board shaft-wall assemblies around openings and as
required for blocking, bracing, and support of gravity and pullout loads of fixtures, equipment,
services, heavy trim, furnishings, and similar items that cannot be supported directly by shaft-
wall assembly framing.
GYPSUM BOARD SHAFT-WALL ASSEMBLIES 09265 -3
20031557.00 MENDIKRESIDENCE 3n0/2004
I . Where handrails directly attach to gypsum board shaft-wall assemblies, provide
galvanized steel reinforcing strip with 0.0312-inch (0.79-mm) minimum thickness of base
(uncoated) metal, accurately positioned and secured behind at least I face-layer panel.
At penetrations in shaft wall, maintain fire-resistance rating of shaft-wall assembly by insalling
supplementary steel framing around perimeter of penehation and fire protection behind boxes
containing wiring devices and similar items.
Isolate gypsum finish panels from building structure to prevent cracking of finish panels while
maintaining continuity of fire-rated construction.
Install control joints to maintain fire-resistance rating of assemblies.
Seal gypsum board shaft walls with acoustical sealant at perimeter of each assembly where it
abuts other work and at joints and p€netrations within each assembly. Install acoustical sealant
to withstand dislocation by air-pressure differential between shaft and external spaces; maintain
an airtight and smoke-tight seal; and comply with manufacturer's written instructions or
ASTM C 919, whichever is mor€ stringent.
END OF SECTION 09265
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SECTION O93IO - CERAMIC TILE
PART I -GENERALI
1.I SUMMARY
I A. This Section includes the followrng:I
l. Ceramic mosaic tile.ll 2. Paver tile.I 3. Glazed wall tile.
4. Special-purposetile.
I 5. Stone thresholds installed as part of tile installations.
t 6. Waterproof membrane for tile installations.
7 . Crack-suppression membrane for thin-set tile installations.
I 8. Metal edge strips installed as part of tile installations.
I
1.2 SUBMITTALS
Ir A. Product Data: For each product indicated.
I B. Shop Drawings: Show locations of each type of tile and tile pattem. Show widths, details, and
I locations of expansion, conftaction, conkol, and isolation joints.
I C. Samples:
!1. Each type, composition, color, and finish of tile.
t 2. Assembled samples with grouted joints for each type, composition, color, and finish of
r 3. $llr," ttr.sr,oras in 6-inch ( 150-mm) lengths.
. 1.3 QUALITY ASSURANCE
I A. Mockups: Build mockups to verify selections made under sample Submittals and to
I demonstrate aesthetic effects and qualities of materials and execution.
I l. Build mockup of each type of floor tile installation.
t 2. Build mockup of each type of wall tile installation.
3. Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Completion.
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1.4 EXTRA MATERIALS
I A. Furnish extra materials described below that match products installed and that are packaged
with protective covering for storage and identified with labels describing contents.
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CERAMICTILE 09310 - I
2003 r557.00 MENDIK RESIDENCE 3/2U2004
l. Tile and Trim Units: Fumish quantity of full-size units equal to 3 percent of amount
installed, for each tlpe, composition, color, pattem, and size indicated.
PART 2. PRODUCTS
c.
MANI.]FACTURERS
In other Part 2 articles where titles below introduce lists, the following requirements apply for
product selection:
l. Products: Subject to compliance with requirements, provide one of the products
specified.
2. Manufacturers: Subject to compliance with requirements, provide products by one of the
manufacfurers specified.
TILE PRODUCTS
Tile Manufacturers and Products:
l. As indicated by lnterior designer in finish schedule and specification sheets.
ANSI Ceramic Tile Standard: Provide Standard grade tile that complies with ANSI AI37.l,
"Specifications for Ceramic Tile," for rypes, compositions, and other characteristics indicated.
1. Mounting: Factory back-mounted.
Ceramic Mosaic Trim Units: Matching characteristics of ad1oining flat tile and coordinated
with sizes and coursing where applicable.
ACCESSORY MATERIALS
Thresholds: Fabricate to provide transition between adjacent floor finishes. Bevel edges at 1:2
slope, limit height of bevel to ii2 inch (12.7 mrn) or less, and finish bevel to match face of
threshold.
l. Marble Thresholds: ASTM C 503 with a minimum abrasion resistance of 10 per
ASTM C 1353 or ASTM C24l and with honed finish.
a. Description: As indicated by Interior designer in finish schedule and specification
sheets.
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Waterproofing and Crack-Suppression Membranes
Manufacturer's standard rroduct that comolies with
following.
l. Fabric-Reinforced, Fluid-Applied Product:
reinforcement.
a. Available Products:
for Thin-Set Tile Installations:
ANSI Al18.10, selected from the
Liquid-latex rubber with fabric
CERAMIC T'ILE 09310 - 2
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I l) Custom Building Products; Trowel & Seal Waterproofing and AntlFracture
Membrane.
I 2) LATICRETE Intemational Inc.; Laticrete 9235 Waterproof Membrane.
I 3) MAPEI Corporation; PRP Ml9.
4) Summitville Tiles, lnc.; 5-9000.
lJ 2. l.atex-Portland Cement Product: Flexible mortar with acrylicJatex additive.
a. Available Products:
f l) Boiardi Products Corporation; Elastiment 323.
I ii Uti*L"ffii3fkLry.i,i;;Southcrete,100
- 4) TEC Specialty Products Inc.;TA-324, Tripte Flex.
f| 3. Urethane Waterproofing and Tile-Setting Adhesive: One-part liquid-applied urethane.
I a. Available Products.
I 1) Bostik; Hydroment Ultra-Set.
2) Southern Grouts & Mortars, Inc.; Deck-Seal 1000.
r 2.4 SETTING AND GRoUTING MATERIALS
I A. Available Manufachrrers:
I l. Atlas Minerals & Chemicals, Inc.
|| 2. Boiardi Products Corporation.
I 3. Bonsal, W. R., Company.
4. Bostik.
r 5. C-Cure.
I 6. Custom Building Products.- 7. DAp, Inc.
r 8. Jamo Inc.
ll 9. LATICRETE lntemational lnc.
'- 10. MAPEI Corporation.
_ I l. Southern Grouts & Mortars, Inc.
I n. Summitville Tiles, Inc.! 13. TEC Specialty Products [nc.
I B. Latex-Portland Cement Mortar (Thin Set): ANSI Al18.4.
t I . For wall applications, provide nonsagging mortar.
I C. Water-Cleanable, Tile-Setting Epoxy Adhesive: ANSI A118.3.
I D. Polymer-Modified Tile Grout: ANSI Al18.7, color as seleted lrom manulacturers full range.
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MISCELLANEOUS MATERIALS
Elastomeric Sealants: Elastomeric sealants of base polymer and characteristics indicated that
comply with applicable requirements in Division 7 Section "Joint Sealants."
l. One-Part, Mildew-Resistant Silicone: ASTMC920; TypeS; GradeNS; Class25;
Uses NT, G, A, and, as applicable to nonporous joint subshates indicated, O; formulated
with fungicide, intended for in-service exposures of high humidity and exheme
temperatures.
a. Available Products:
l) Dow Corning Corporation; Dow Corning 786.
2) GE Silicones; Sanitary 1700.
3) Pecora Corporation; Pecora 898 Sanitary Silicone Sealant.4) Tremco. Inc.: Tremsil 600 White.
2. Multipart, Pourable Urethane Sealant for Use T: ASTM Cl 920; Type M; Grade P;
Class 25; Uses T, M, A, and, as applicable to joint substrates indicated, O.
a. Available Products:
l) Bostik; Chem-Calk 550.
2') Mameco lnternational, Inc.; Vulkem 245.
3) Pecora Corporation; NR-200 Urexpan.
4) Tremco, Inc.; THC-900.
Trowelable Underlayments and Patching Compounds: Latex-modified, portland cement-based
formulation provided or approved by manufacturer of tile-setting materials.
Metal Edge Strips: Angle or L-shape, nickel silver exposed-edge material.
Grout Sealer: Manufacturer's standard silicone product for sealing grout joints that does not
change color or appearance ofgrout.
PART 3 - EXECUTION
PREPARATION
Remove coatings, including curing compounds and other substances that contain soap, wax, oil,
or silicone, that are incompatible rvith tile-setting materials.
Fill cracks, holes, and depressions with trorvelable leveling and patching compound according
to tile-setting material manufacturer's written instructions.
Remove protrusions, bumps, and ridges by sanding or grinding.
Blending: For tile exhibiting color variations, use factory blended tile or blend tiles at Project
site before installins.
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Field-Applied Temporary Protective Coating: Where indicated under tile tlpe or needed to
prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous
film of temporary protective coating, taking care not to coat unexposed tile surfaces.
INSTAILATION, GENERAL
ANSI Tile Installation Standards: Comply with parts of ANSI .,4'108 Series "Specifications for
Installation of Ceramic Tile" that apply to types of setting and grouting materials and to
methods indicated in ceramic tile installation schedules.
B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with
TCA installation methods indicated in ceramic tile installation schedules.
C.Extend tile work into recesses and under or behind equipment and hxtures to form complete
covering without interruptions, unless otherrvise indicated. Terminate work neatly at
obstructions, edges, and comers without disrupting pattern or joint alignments.
Accurately form intersections and retums. Perform cutting and drilting of tile without marring
visible surfaces. Grind cut edges of tile abutting trim, finish, or builrin items. Fit tile closely to
electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap
tile.
Jointing Pattem: Lay tile rn glid pattem, unless othenvise indicated. Align joints rvhen
adjoining tiles on floor, base. rvalls, and trim are samc size. Lay out tilc rvork and center tile
fields in both directions in each space or on each rvall area. i\dj ust to minimize tile cutting.
Provide uniform joint widths, unless otherwise indicated.
Lay out tile wainscots to next full tile beyond dimensions indicated.
Expansion Joints: Locate expansion joints and other sealant-filled joints during installation of
setting materials, mortar beds, and tile. Do not saw-cut joints after installing ti1es.
l. Locate joints in tile surfaces directly above joints in concrete substrates.
2. Prepare joints and apply sealants to comply with requirements in Division 7 Section
"Joint Sealants."
Grout tile to comply with requirements of ANSI A108.10, unless othenvise indicated.
1. For chemical-resistant epoxy grouts, comply rvitlr ANSI A108.6.
Install u,aterproofing to comply rvith ANSI Ai08.l3 antl s.atcrproofing r.nanu facturer's rvritten
instructions to produce rvatcrproof membrane of uniform thickness bonded seculcly to
substrate.
1. Do not install tile over waterproofing until waterproofing has cured and been tested to
determine that it is watertight.
J. For installations indicated below, follow procedures in ANSI Al08 Series tile installation
standards for providing 95 percent mortar coverage.
1. Exterior tile floors.
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2. Tile floors in wet areas.
3. Tile floors composed of tiles 8 by 8 inches (200 by 200 mm) or larger.
4. Tile floors composed of rib-backed tiles.
Install tile on floors with the following joint widths:
l. Ceramic Mosaic Tils l/16 inch ( 1.6 mm).
2. Paver Tile: 1/4 inch (6.35 mm).
Stone Thresholds: krstall stone thresholds at locations indicated; set in same type of setting bed
as abutting field tile, unless otherwise indicated.
1. Set thresholds in latex-portland cement mortar for locations where mortar bed would
otherwise be exposed above adjacent nontile floor finish.
Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring meets
carpet, wood, or other flooring that finishes flush with top of tile.
Install tile on walls with the following joint widths:
t. Ceramic Mosaic Tile: lr'16 inch ( 1.6 mm).
2. Glazed Wall Tile: I /1 6 inch ( I .6 mnr).
Apply grout sealer to cementitious grout joints in tile floors according to grout-sealer
manufacturer's written instructions. As soon as grout sealer has penetrated groutjoints, r'ernove
excess sealer and sealer that has gotten on tile faces by r,viping rvitlr soft cloth.
FLOOR TILE INSTALLATION SCHEDULE
Exterior floor installation on concrete; thin-set mortar; TCA F102.
l. Thin-Set Mortar: Latex- portland cement mortar.
2. Grout: Polymer-modified sanded grout.
Interior floor installation on concrete : thin-set mortar: TCA Fl 13.
I . Thin-Set Mortar: Latex- portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
Interior floor installation on waterproof and crack-suppression membrane over concrete; cement
mortar bed (thickset); TCA Fl21.
l. Bond Coat/Thin-Set Mortar: Latex- portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
lnterior floor installation on waterproofand crack-suppression membrane over concrete; thin-set
mortar; TCAFl22.
I . Thin-Set Mortar: Latex-portland cement rnortar.
2. Grout: Polymer-modified unsanded grout.
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I 2OO3I557.OO MENDIK RESIDENCE 3I2II2OO4
I 3.4 WALL TILE INSTALLATION SCHEDULE
I A. lnterior wall installation over masonry or concrete; cement mortar bed (thickset); TCA W201.
I l. Bond Coat/Thin-Set Mortar: Latex- portland cement mortar.
I 2. Grout: Polymer-modified unsanded grout.
I B. Interior wall installation over masonry or concrete; thin-set mortar; TCAW202.
I L Thin-Set Mortar: Latex- portland cement mortar.r 2. Grout: Polymer-modified unsanded grout.
I C. hterior wall installation over masonry or concrete; cement mortar bed (thickset) bonded to
I substrate; TCA W2l l.
I I . Bond Coat/Thin-Set Mortar: Latex- portland cement mortar.
t 2. Grout: Polymer-modified unsanded grout.
I D. Interior rvall installation; thin-set mortar; over gypsum board; TCA W243.
I l. Thin-Set Mortar: Latex- portland cernent mortar.
r 2. Grout: Polymer-modified unsanded grout.
! E. Interior rvall installation over glass-mat, rvater-resistant backer board; thin-set mortar
TCA W24s.
I 1. Thin-Set Mortar: Latex- portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
I F. Interior bathtub wall installation; thin-set mortar; over water-resistant gypsum board;
TCA 8413 and TCA W243.
II 1. Thin-Set Mortar: Latex- portland cement mortar.r 2. Grout: Polymer-modified unsanded grout.
I G. Interior bathtub wall instaltation over glass-mat, water-resistant backer board; thin-set mortar;r TCA B4l9 and TCA W245.
I 1. Thin-Set Mortar: Latex- portland cemellt mortar.
t 2. Grout: Polymer-modified unsanded grout.
I H. Interior rvall and shorver-receptor installation; thin-set nrortar; over glass-mat, rvater-resistant
I backer board; TCA 8420 and TCA W245.
r 1. Thin-Set Mortar: Latex- portland cement mortar.
I 2. Grout: Polymer-modified unsanded grout.
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MENDIK RESIDENCE 3^3/2004
SECTION 09385 - DMENSION STONE TILE
PART I -GENERAL
! l.l SUMMARY
I A. This Section includes dimension stone tile and related setting materials applied to floors and
r waiis.
r 1.2 SI.IBMITTALS
I A. ProductData: Foreachtypeofproductindicated.t B. Shop Drawings: Show locations of each type of stone tile and tile pattem. Show widths,
I details, and locations ofexpansion, contraction, control, and isolation joints.
I C. Samples: Full-size units of each type of stone tile in each finish required.
T I.3 QUALITYASSURANCE
I A. Source Limitations for Stone Tile: Obtain each type of stone product through one source from a
t single producer.
I B. Mockups: Build mockups to verif selections made under sample submittals and to
I demonstrate aesthetic effects and set quality standards for materials and execution.
I I . Build mockup of each type of floor tile installation.
f| 2. Build mockup of each type of wall tile installation.r 3. Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Completion.
!1.4 EXTRAMATERIALS
I A. Furnish extra materials described below that match products installed and that are packaged
with protective covering for storage and identified with labels describing contents.
t 1. Dimension Stone Tile: Furnish quantity of full-size units equal to I percent of amount
installed, for each type, composition, color, pattern, and size indicated.
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PART 2 . PRODUCTS
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STONE PRODUCTS
Varieties and Sources: Subject to compliance with requirements, provide stone varieties from
sources indicated.
Abrasion Resistance: Provide stone with a value of not less than 10, as determined per
ASTMC 1353 orASTMC24l.
Stone Tile Type: As listed in Specification sheets and hnish schedule.
SETTING AND GROUTING MATERIALS
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1. Atlas Minerals & Chemicals, Inc.
2. Boiardi Products Corporation.
3. Bonsal, W. R., Company.
4. Bostik Findley.
5. C-Cure.
6. Custom Building Products.
7. DAP Inc.
8. Jamo Inc.
9. Laticrete Intemational, Inc.
10. MAPEI Corp.
11. SGM.
12. Summitville Tiles, Inc.
13. TEC Incorporated; H. B. Fuller Company.
Portland Cement Mortar (Thickset) Installation Materials: ANSI Al08.lA.
Latex-Portland Cement Mortar (Thin Set): ANSI Al l8.4.
l. For wall applications, provide nonsagging mortar.
Water-Cleanable Epoxy Adhesive: ANSI Al18.3.
Organic Adhesive: ANSI 4136.1, Type I.
Standard Sanded Cement Grout: ANSI Al 18.6.
Standard Unsanded Cement Grout: ANSI Al l8.6 ( for stoen with polished or honed Iinish).
Polymer-Modified Tile Grout: ANSI A118.7.
Water-Cleanable Epoxy Grout: ANSI A118.3.
Grout Colors: As selected bv Architect.
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IIDIMENSION STONE TILE 09385 - 2
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MISCELLANEOUS MATERIALS
Sealants: Elastomeric sealants of base polymer and characteristics indicated that comply with
applicable requirements in Division 7 Section "Joint Sealants."
Trowelable Underlayments and Patching Compounds: Latex-modified, portland cement-based
formulation provided or approved by manufacturer of tile-setting materials.
Metal Edge Strips: Angle or L-shape, nickel silver exposed-edge material wrth satin finish.
Floor Sealer: Colorless, slip- and stain-resistant sealer, not affecting color or physical
properties of stone surfaces as recommended by stone tile producers for application indicated.
1. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
^. Bostik Findley.
b. Custom Building Products.
c. Hillyard, Inc.
d. HMK Stone Care System.
e. Summitville Tiles- Inc.
FABRICATION
Facial Dimensions of Stone Tiles with Polished or Honed Faces: Do not vary facial dimensions
from specified dimensions by more than plus or minus l/64 inch (0.4 ntm).
Facial Dimensions of Stone Tiles with Sand-Rubbed Natural-Cleft or Thermal-Finished Faces:
Do not vary facial dimensions from specified dimensions by more than plus or minus ll32 inch
(0.8 mm).
Thickness of Stone Tiles with Polished Honed or Sand-Rubbed Finish: Do not vary from
specified thickness by more than plus or minus 1132 rnch (0.8 mm).
Thickness of Stone Tiles with Natural-Cleft or Thermal Finish: Do not vary aveftge thickness
of each tile &om specified thickness by more than plus or minus l/16 inch (1.6 mm).
Backs of Pieces: Gage units by dressing backs of pieces smooth and flat.
l. Natural-cleft stone need not be gaged if gap does not exceed 1/16 inch (1.6 rnm) when
tested with aZ4-inch (600-rnrn) straightedge on backs of units.
3/13t2004
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2003 15 5 7.00
PART 3 - EXECUTION
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MENDIKRESIDENCE 3/13t2004
INSTALLATION, GENERAL
Preparation: For concrete substrates for tile floors installed with adhesives or thin-set mortar,
correct conditions that do not comply with flatness tolerances specified in referenced
ANSI Al08 Series of tile installation standards.
l. Fill cracks, holes, and depressions with trowelable leveling and patching compound.2. Remove prokusions, bumps, and ridges by sanding or grinding.
ANSI Tile lnstallation Standards: Comply with requirements of ANSI Al08 that apply to types
of setting and grouting materials and to methods indicated.
1. For tile floors, follow procedwes in ANSI ,4'108 for providing 95 percent mortar
coverage.
TCA Installation Guidelines: Comply with TCA's "Handbook for Ceramic Tile Installation."
Extend tile work into recesses and under or behind equipment and fixtures to form complete
covering without intemrptions, unless otherwise indicated. Terminate work neatly at
obstructions, edges, and comers without disrupting pattern orjoint alignments.
Accurately form intersections and r€tums. Perform cutting and drilling of tile without marring
visible surfaces. Fit tile closely to electrical outlets, piping, fixtures, and other penetations so
plates, collars, or covers overlap tile.
Finish cut tile edges that will not be concealed by other construction to match factory-fabricated
edges, unless otherwise indicated.
Jointing Pattem: Lay tile in grid pattern, unless otherwise indicated. Align joints when
adjoining tiles on floor, base, walls, and trim are same size. Lay out tile work and center tile
fields in both directions in each space or on each wall area. Adjust to minimize tile cutting.
Match tiles within each space by selecting tiles to achieve uniformity of color and pattem.
Reject or relocate tiles that do not match color and pattern ofadjacent tiles.
Pattem Orientation: For stone varieties with directional pattem, orient pattern as indicated, or if
not indicated, as directed by Architect.
Expansion Joints: Locate sealant-filled joints where indicated during installation of setting
materials, mortar beds, and tile. Do not saw-cut joints after installing tiles.
l. Locate joints in tile surfaces directly abovejoints in concrete substrates.
2. Prepare joints and apply elastomeric sealants to comply with requirements in Division 7
Section "Joint Sealants."
3. Use single-component, mildew-resistant, neutral-curing silicone sealant for joints in
walls.
4. Use single-component, nonsag urethane sealant forjoints in floors.
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DIMENSION STONE TILE 09385 - 4
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3.2 INSTALLATIONTOLERANCES
A. Variation from Plumb: For vertical joints, external comers, and other conspicuous lines, do not
exceed l/8 inch in 8 feet (3 mm in 2400 mm).
B. Variation in Level: For horizontal joints and other conspicuous lines, do not exceed 114 inch in
20 feet (6 mm in 6 m), or l/2 inch (12 mm) maximum.
C. Variation in Surface Plane of Flooring: Do not exceed 1i8 inch in 10 tbet (3 mm in 3 m) from
level or slope indicated when tested with a I 0-foot (3 -nr) shaightedge.
D. Variation in Plane between Adjacent Units (Lipping): Do not exceed the following differences
between faces ofadjacent units as measured from a straightedge parallel to filed surface:
l. Units with Polished Faces: 1164 inch (0.4 mnr).
2. UnitswithHonedFaces: l/64inch(0.4mm).
3. Units with Sand-Rubbed Faces: ll32 inch (0.8 mm).
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4. Units with Thermal-Finished Faces: Depth of thermal finish or
whichever is less.
5. Units with Natural-Cleft Faces: Deoth of natural-cleft finish or
whichever is less.
li16 inch (5 mm),
3i 16 inch (5 mm),
E. Variation in Joint Width: Do not vary joint thickness more than 1/16 inch (1.6 mm) or one-
fourth of nominal ioint width. whichever is less.
3.3 ADruSTINGANDCLEANING
A. Remove and replace material that is stained or otherwise damaged or that does not match
adjoining tile. Provide new matching units, installed as specified and in a rnann€r to eliminate
evidence of replacement.
B. Clean stone tiles after setting and grouting is complete; use procedures recommended by stone
producer and manufacturer for types of application indicated.
C. Apply sealer to cleaned stone tile flooring, according to sealer manufacturer's written
instructions.
3.4 STONE FLOOR TILE INSTALLATION SCHEDULE
A. Exterior floor installation on concrete; thin-set mortar; TCA F102.
1. Thin-Set Mortar: Latex-portland cement mortar.2. Grout: Polymer-modified sanded grout.
B. Interior floor installation on concrete; thin-set mortar; TCA Fl13.
I . Thin-Set Mortar: Latex-portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
C. lnterior floor installation on concrete; thin-set mortar; water-cleanable epoxy grout; TCA Fl15.
DIMENSION STONE TILE 09385 - 5
20031557.00 MENDIK RESIDENCE 3t13/2004
I . Thin-Set Mortar: Latex-portland cement mortar.
Interior floor installation on concrete; water-cleanable epoxy adhesive; TCA F I I 6.
1. Grout: Polymer-modified unsanded grout.
Interior floor installation on concrete; water-cleanable epoxy adhesive; water+leanable epoxy
grout; TCA F131.
STONE WALL TILE INSTALLATION SCHEDULE
Interior wall installation over sound, dimensionally stable masonry or concrete; thin-set mortar;
TCA W202.
l. Thin-Set Mortar: Latex-portland cement mortrar.
2. Grout: Polymer-modified unsanded grout.
Interior wall installation; thin-set mortar over gypsum board; TCA W243.
1. Thin-Set Mortar: Latex-portland cement mortar.
2. Grout: Polymer-modihed unsanded grout.
Interior wall installation over glass-mat, water-resistant backer board; thin-set mortar;
TCA W245.
1. Thin-Set Mortar: Latex-portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
Interior bath wall installation; thin-set mortar over water-resistant gypsum board; TCA B4l3
and TCA W243.
1. Thin-Set Mortar: Latex-portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
hterior bathtub wall installation over glass-mat, water-resistant backer board; thin-set mortar;
TCA B419 and TCA W245.
1. Thin-Set Mortar: Latex-portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
lnterior wall and shower-receptor installation; thin-se t mortar over glass-mat, water-resistant
backer board; TCA 8420 and TCA W245.
l. Thin-Set Mortar: Latex-portland cement mortar.
2. Grout: Polymer-modified unsanded grout.
END OF SECTION 09385
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DIMENSION STONE TILE 09185 - 6
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MENDIKRESIDENCE 3^3t2004
SECTION 09638 . STONE PAVING AND FLOORING
I
PART 1 - GENERAL
I I,I SUMMARY
I A. This Section includes dimension stone flooring and thresholds.I
1. See Division 2 Section "Unit Pavers" for rough stone pavers.
I 2. See Division 9 Section "Dimension Stone Tile" for stone tile used as flooring.
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I 1.2 PERFORMANCEREQUIREMENTS
I A. Stone Abrasion Resistance: Minimum value of l0 ased on testing according to ASTM C24l or
- ASTM C 1353, unless a higher value is required by the referenced building stone standard.
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I.3 SUBMITIALS
I A. Product Data: For each variety of stone, stone accessories, and other manufactured products
indicated.
I B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work.
I C. Samples:
Ir l. For each stone !pe. lnclude two or more Samples in each set and show the full range of
I 2. ;ffi::il:1ffit5il:fi:""ff':T:ristics
expected in compreted work'
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D. Maintenance data.
I 1.4 QUAIITYASSURANCE
I A. lnstaller Qualifications: An installer who employs experienced mechanics and stone fitters who
are skilled in installing stone paving and flooring similar in material, design, and extent to those
r indicated for this Project and whose projects have a record of successful in-service performance.
t B. Mockups: Build mockups to verifu selections made under sample Submittals and to
demonstrate aesthetic effects and qualities of materials and execution.
t l. Build mockups approximately 96 inches (2400 mm) square.2. Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Completion.r
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PROJECT CONDITIONS
Cold-Weather Requirements for Stone Paving:
l. Do not build on frozen setting beds.
2. Protect stone paving against freezing when atmospheric temperature is 40 deg F
(4 deg Cl) and falling. Heat materials to provide mortar and grout temperahrres between
40 and 120 deg F (4 and 49 deg C).
3. Provide the following protection for completed portions of work for 24 hours after
installation when mean daily air temperature is as indicated:
^. Below 40 deg F (4 deg C), cover with weather-resistant membrane.
b. Below 25 deg F (minus 4 deg C), cover with insulating blankets.c. Below 20 deg F (.minus 7 deg C), provide enclosure and temporary heat to
maintain temperature above 32 deg F (0 deg C).
Hot-Weather Requirements for Stone Paving: Protect stone paving when temperature and
humidity conditions produce excessive evaporation of setting beds and grout. Provide artificial
shade and windbreaks and use cooled materials as required. Do not apply mortar to substrates
with temperatures of 100 deg F (38 deg C) and above.
PART 2 - PRODUCTS
MA}IUFACTURERS
In other Part 2 articles where subparagraph titles below introduce lists, the following
requirements apply for product selection:
l. Manufacturers: Subject to compliance with requirements, provide products by the
manufacfurers specifi ed.
STONE, GENERAL
Varieties and Sources: Subject to compliance with requirements, provide stone varieties from
sources specified in Part 2 "Stone Types" Article.
Match existing stone for variety, color, and finish where stone is indicated to match existing.
Provide stone that is free ofcracks, seams, and starts impairing structural integrity or function.
Provide stone from a single quarry for each variety of stone required.
l. For each stone variety, provide matched blocks extracted from contiguous locations in a
single bed of quarry stratum unless Architect approves stone from blocks randomly
selected for aesthetic effect.
Quarry stone in a manner to ensure that as-quarried block orientations yield finished stone with
required characteristics.
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STONE PAVING AND FLOORINC 09638 - 2
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! 2.3 STONE TYPES
I A. Granite: Provide granite complying with ASTM C 615 and NBGQA's "specifications for
I Architectural Granite" and as follows:
t 1. Varieties and Sources:
f n. As indicated by Interior designer in finish schedule and specification sheets.
I 2. Finish: As indicated.I
B. Limestone: Provide limestone complying with ASTM C 568 and as follows:
I 1. Varieties and Sources:
I
a. As indicated by lnterior designer in finish schedule and specification sheets.
I 2. Finish: As indicated.
n C. Marble : Provide marble complying with ASTM C 503 and as follows:
I l. Varieties and Sources:
a. As indicated by lnterior designer in finish schedule and specification sheets
[ 2. Finish: Honed.
I D. Quartz-Based Stone : Provide quartz-based dimension stone complying with ASTM C 616 and
I as follows:l. Varieties and Sources:If| ^. < As indicated by lnterior designer in finish schedule and specification sheets.
r 2. Finish: As indicated.
I' E. Slate : Provide slate complying with ASTM C 629, with a fine, even grain and unfading color,
frnrn gls61, sound stock and as follows:tr l. Classification: I Exterior and II Interior.
2. Color: As indicated by lnterior designer in finish schedule and specification sheets.
I 3. Varieties and Sources:
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a. As indicated by Interior designer in finish schedule and specification sheets.
I 4. Finish: As indicated.
I 2.4 MoRlAR MATERTALSr
A. Mortar Pigments: Natural or synthetic iron oxides, compounded for use in mortar mixes and
I with a record of satisfactory p.rio.rnun"" in stone mortars.l
l. AvailableManufacturers:
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STONE PAVING AND FLOORING 09638 - 3
2OO3I557.OO MENDIK RESIDENCE
a. Bayer Corporation; lndustrial Chemicals Div.
c.
3/t3/2004
b. Davis Colors.
c. Lafarge Corporation.
d. Solomon Colors.
Latex additive (water emulsion), serving as replacement for part of or all gaging water, of type
specifically recommended by latex-additive manufacturer for use with job-mixed portland
cement mortar and not containing a retarder.
Thin-Set Mortar:
l. Latex-Portland Cement Mortar: ANSI Al 18.4.
Water: Potable.
GROUT
Grout Colors: As selected by Architect from manufacturer's full range.
Latex-Portland Cement Grout: ANSI Al18.6, for materials described in Paragraph H-2.4, and
as follows:
l. Factory-Prepared, Dry-Grout Mixture: Factory-prepared mixture of portland cement;
dry, redispersible, ethylene vinyl acetate additive; and other ingredients to produce the
following:
a. Unsanded grout mixture for joints l/8 inch (3 mm) and narrower.b. Sanded grout mixture for joints l/8 inch (3 mm) and wider.
Mixture of Dry-Grout Mix and Latex Addifive: Mixture of factory-prepared, dry-grout
mix and latex additive complying with the following requirements:
a. Unsanded grout mixture for joints 1/8 inch (3 mm) and narrower.
b. Sanded grout mixture for joints l/8 inch (3 mm) and wider.
c. Latex Additive: Styrene-butadiene rubber or acrylic resin.
Available Manufacturers:
a. Boiardi Products Corp.
b. Bonsal, W. R. Company.
c. Bostik.
d. C-Cure Corporation.
e. Custom Building Products.
f. DAP, krc.
g. Laticrete International, Inc.
h. Mapei Corporation.
i. Southern Grouts & Mortars, Inc.j. SummiMlle Tiles, krc.
k. TEC Specialty Products Inc.
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STONE PAVING AND FLOORING 09638 - 4
Tr 20031557.00 MENDIK RESIDENCE 3tr3tz004
I 2.6 ACCESSORIES
I A. Cleavage Membrane: Polyethylene sheeting, ASTMD 4397,4.0 mils (0.1 mm) thick; or
I asphalt felt, ASTM D 226,Type I (No. l5).
I B. Reinforcing Wire Fabric: Galvanized, welded wire fabric, 2 by 2 inches (50 by 50 mm) by
I 0.062-inch (i.57-rnm) diameter; comply with ASTMAI85 and ASTMA82 except for
minimum wire size.
I C. Divider Ships and Edging: Metal or combination of metal and PVC or neoprene base, designed. specifically for flooring applications, in longest lengths available, and as follows:
I 1. Exposed-Edge Material: Nickel silver.f 2. Cross-Section Profile: Angle or L-shape.3. Height: Equal to stone thickness plus depth of setting bed.
I 4. Width: 0.063 inch (1.5 rnm).
I 5. Control-Joint Filler: Neoprene, in color selected by Architect from manufacturer's full
range.
I D. Cork Joint Filler: Preformed strips complying with ASTM D 1752, Type II.
I E. Cleaner: Stone cleaner specifically formulated for stone types, finishes, and applications
I indicated, as recommended by stone producer and, if a sealer is specified, by sealer
manufacturer. Do not use cleaning compounds containing acids, caustics, harsh fillers, or
abrasives.
I F. Floor Sealer: Colorless, slip- and stain-resistant sealer that does not affect color or physical
properties of stone surfaces, as recommended by stone producer for application indicated.If l. Available Manufacturers:
a. Bostik.
b. Custom Building Products.
c. Hillyard Floor Treatments.
d. HMK Stone Care hoducts.
e. Miracle Sealants Company.
f. Stone Care Intemational.g. SummiMlle Tiles, Inc.
2.7 STONEFABNCATION
I A. General: Fabricate stone paving and flooring in sizes and shapes necessary to comply with
quirements indicated, including details on Drawings and Shop Drawings.
I l. For granite, comply with recommendations in NBGQA's "Specifications for Architectural
Granite."
f 2. For marble, comply with recommendations in MIA's "Dimensional Stone--Design
Manual [V."
3. For limestone, comply with recommendations in ILI's "Indiana Limestone Handbook."
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STONE PAVING AND FLOORING 09638 - 5
MENDIK RESIDENCE 3n3/2004
4. Fabricate stone thresholds in sizes and profiles as indicated or required to provide
transition between adjacent floor finishes.
Pattern Arrangement: Fabricate and arrange stone units with veining and other nahral
markings to comply rvith the following requirements:
l. Cut stone from one block or contiguous, matched blocks in which natural markings
occur.
2. Arrange units in blend pattern.
MORTAR AND GROUT MXES
Mortar: Comply with referenced standards and with manufacturers' written instructions to
produce mortar of uniform qualify and with optimum performance characteristics.
1. Do not use admixtures, unless otherwise indicated. Do not use calcium chloride.
Latex-Modified Portland Cement Setting Mortar: Proportion and mix portland cement,
aggregate, and latex additive to comply with written instructions of latex-additive manufacturer
and as necessary to produce stiff mixhre with a moist surface when bed is ready to receive
stone.
Latex-Modified Portland Cement Bond Coat: Proportion and mix portland cement, aggr€gate,
and latex additive to comply with latex-additive manufacturer's written instuctions.
Joint Grout: Comply with mixing requirements of referenced ANSI standards and
rnanufachuer's written instructions.
PART 3 - EXECUTION
20031557.00
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D.
3.1 PREPARATION
Vacuum clean concrete substrates to remove dirt, dust, debris, and loose particles.
Remove substances from concrete substrates that could impair mortar bond.
Clean dirty or stained stone surfaces by thoroughly scrubbing with fiber brushes and then
drenching with clear water. Use only mild cleaning compounds.
INSTALLATION, GENERAL
Do necessary field cutting as stone is set. Use power saws with diamond blades to cut stone.
Cut lines straight and true, with edges eased slightly to prevent snipping.
Set stone to comply with Drawings and Shop Drawings.
Scribe and field-cut stone as necessary to fit at obstructions. Produce tight and neat joints.
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STONE PAVING AND FLOORING 09638 - 6
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D. Stone over Waterproofing: Carefully place stone and setting materials over waterproofrng so
protection materials are not displaced and waterproofing is not punctured or otherwise
damaged.
l. Provide cork joint filler, where indicated, at waterproofing that is tumed up on vertical
surfac€s or, if not indicated, provide temporary filler or protection until stone paving
installation is complete.
E. Expansion- and Control-Joint Installation: Locate and install according to Drawings and Shop
Drawings. Joint-sealant materials and installation are specified in Division 7 Section "Joint
Sealants."
3.3 INSTALLATIONTOLERANCES
A. Variation in Surface Plane of Paving and Flooring: Do not exceed 1/8 inch in l0 feet (3 rnm in
3 m), ll4 inch in 20 feet (6 mm in 6 m), or 3i8 inch (10 mm) maximum from level or slope
indicated.
B. Variation in Plane between Adjacent Units (Lipping): Do not exceed 1i32-inch (0.8-mm)
difference between planes of adjacent units.
3.4 INSTAILATION OF STONE DIRECTLY OVER CONCRETE
A. Saturate concrete with clean water several hours before placing setting bed. Remove surface
water about one hour before placing setting bed.
B. Apply mortar bed bond coat to damp concrete and broom to provide an even coating that
completely covers the concrete. Do not exceed i/16-inch (1.5-mm) thickness. Limit area of
mortar bed bond coat to avoid its drying out before placing setting bed.
C. Apply mortar bed immediately after applying mortar-bed bond coat. Spread, tamp, and screed
to uniform thickness at elevations required for setting stone to finished elevations indicated.
D. Mix and place only that amount of mortar bed that can be covered with stone before initial set.
Cut back, bevel edge, and discard material that has reached initial set before stone can be
placed.
E. Place stone before initial set of mortar occurs. Immediately before placing stone on setting bed,
apply uniform t/16-inch- ( 1.5-mm-) thick bond coat to bed or to back ofeach stone unit.
F. Tamp and beat stone to obtain full contact with setting bed and to bring finished surfaces within
indicated tolerances. Set each unit in a single operation before initial set of mortar.
G. Rake outjoints to depth required to receive grout as units are set.
H. Point joints after setting. Tool joints flat, uniform, and smooth, without visible voids.
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I STONE PAVING AND FLOORING 09638 - 7
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20031557.00 MENDIK RESIDENCE 3/t3/2004
INSTALLATION OF STONE OVER CLEAVAGE MEMBRANE OR WATERPROOFING
Place cleavage membrane over substrates indicated to receive stone, lapped at least 4 inches
( 100 mm) at joints.
Place reinforcing wire fabric over membrane, lapped at least one full mesh at joints and
supported so mesh becomes embedded in middle of setting bed. Hold edges back from vertical
surfaces approximately l/2 inch (13 mm).
Place mortar bed over membrane with reinforcing wire fabric fully embedded in middle of
mortar bed. Spread, tamp, and screed to wriform thickness at elevations required for setting
stone to finished elevations indicated.
Mix and place only that amount of mortar bed that can be covered with stone before initial set.
Cut back bevel edge, and discard material that has reached initial set before stone can be
placed.
Place stone before initial set of mortar occurs. lmmediately before placing stone on setting bed,
apply uniform l/16-inch- (1.5-mm- ) thick bond coat to bed or to back of each stone unit.
Tamp and beat stone to obtain full contact with setting bed and to bring finished surfaces within
indicated tolerances. Set each unit in a single operation before initial set of mortar.
Rake outjoints to depth required to receive grout as units are set.
STONE THRESHOLD INSTALLATION
At locations adjacent to stone paving and flooring, install stone thresholds in same type of
setting bed as abutting stone paving and flooring, unless otherwise indicated.
l. Set thresholds in thin-set, latex-portland cement mortar to comply with ANSI A108.5 at
locations where mortar bed would otherwise be exposed above other adjacent paving and
flooring.
GROUTING OF STONE PAVING AND FLOORING
Grout stone joints to comply with ANSI Al08.l0 and manufacturer's written instructions.
1. Do not use sanded grout for polished or honed stone.
Grout joints as soon as possible after initial set of setting bed. Force grout into joints, taking
care not to smear grout on adjoining stone and other surfaces. After initial set of grout, finish
joints by tooling to produce a slightly concave polished joint, free of drying cracks.
C. Cure grout by maintaining in a damp condition for seven days except as otherwise
recommended by latex-additive manufacturer.
B.
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I 3.8 CLEANING AND PROTECTION
I A. Clean stone paving and flooring after setting and grouting are complete. Use procedures
I recommended by stone fabricator for types of application.
Ir B. Apply sealer to cleaned stone flooring according to sealer manufacturer's written instructions.rr C. Prohibit traffic from installed stone for a minimum of 72 hours.
I D. Protect stone paving and flooring during conskuction with nonstaining kraft paper. Wheret adjoining areas require construction work access, cover stone paving and flooring with a
minimum of 3/4-inch (20-mm) unheated plywood over nonstaining kraft paper.
END OF SECTION 09638
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I
SECTION09640 - WOOD FLOORING
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PART 1-GENERAL
r l.l suMMARy
I A. This Section includes the followrng:I
l. Solid-wood, stip or plank flooring.
t 1.2 SUBMITTALS
I A. Product Data: For each product indicated.
I B. Shop Drawings: Show installation details including location and layout of each type of wood
I flooring and accessory.
C. Samples: For each type of wood flooring and accessory, with stain color and finish required.
I 1.3 QUALITY ASSURANCE
I A. Hardwood Flooring: Comply with NOFMA grading rules for species, grade, and cut.
r l. Certification: Provide flooring that carries NOFMA grade stamp on each bundle or
I oiece.
t r.4 PRoJECT coNDITIoNS
-A. Conditioning: Maintain relative humidity planned for building occupants and an ambient
I temperature between 65 and 75 deg F (18 and24 degC) in spaces to receive wood flooring for
I at least seven days before installation, during installation, and for at least seven days after
installation. After post-installation period, maintain relative humidity and ambient temperature
I planned for building occupants.
l. Move wood flooring into spaces where it will be installed, at least seven days before
I 2. il.t:ill?,|1h"a products, open seated packages to allow wood flooring to acclimatize.
' 3. Do not install flooring until it adjusts to the relative humidity of and is at the same
. temperature as the space where it is to be installed.
I B. Install factory-finished wood flooring after other frnishing operations, including painting, have
been comoleted.
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2003 1557.00
PART 2 - PRODUCTS
MENDIKRESIDENCE 3/1312004
2.1 SOLID-WOOD STRIP OR PLANK FLOORING
A. Factory-FinishedProducts:
1. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the following:a. As indicated in Finish schedule and specification sheets.
2.2 ACCESSORY MATERIALS
A. Vapor Retarder: ASTM D 4397 , polyethylene sheet not less than 6.0 mits (0. I 5 mm) thick.
B. Felt Underlayment: ASTM D 226,Type I, No. 15, asphalt-saturated felt.
C. Wood Flooring Adhesive: Mastic recommended by flooring and adhesive manufacturers for
application indicated.
D. Fasteners: As recommended by manufacfurer, but not less than that recommended in NOFMA's
"Installing Hardwood Flooring."
E. Cork Expansion Strip: Composition cork strip complying with FS HH-C-576, Type I-B,
Class 2.
F. Wood Trim: [n same speci€s and grade as wood flooring, unless otherwise indicated.
l. Threshold: Tapered on each side and routed at bottom of one side to accommodate wood
flooring.
2. Reducer Strip: 2 inches (51 mm) wide, tapered on one side, and in thickness matching
flooring.
PART3 -EXECUTION
3.I . INSTALLATION
A. Comply with flooring manufacturer's written installation instructions, but not less than
recommendations in NOFMA's "lnstalling Hardwood Flooring."
B. Concrete Substrates: Verify that slabs are dry according to test methods recommended by
flooring manufacturer or, if none, by test methods in NOFMA's "Installing Hardwood
Flooring."
l. Where wood flooring is installed directly over concrete slabs, grind high spots and fill
low spots to provide a maximum 1i.4-inch (6-mm) deviation in any direction when
checked with a lO-tbot (-j-nr) straight edge.
2. Where wood flooring is adhesively attached to concrete slabs, verify that slabs are free of
curing compounds, sealers, hardeners, and other materials that may interfere with
adhesive bond.
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C. Provide expansion spac€ at walls and other obstructions and terminations of flooring ofnot less
than 3/4 inch {19 mm).
D. Vapor Retarder:
l. Wood Flooring Installed Directly on Concrete: Install a layer of polyethylene sheet
according to flooring manufacturer's written instructions.
E. Solid-Wood Ship and Plank Flooring: Blind nail or staple flooring to substate according to
NOFMA's written recornrnendations.
l. Plank Flooring: For flooring of face width more than 3 inches (75 rnm):
a. Install countersunk screws at each end of each piece in addition to blind nailing.
Cover screw heads with wood plugs glued flush with flooring.
b. Install not less than 2 countersunk nails at each end ofeach piece, spaced not more
than 16 inches (406 mm) along length of each piece, in addition to blind nailing.
Fill holes with matching wood filler.
F. Wood Trim: Nail baseboard to wall and nail shoe moldins or other trim to baseboard: do not
nail to flooring.
END OF SECTION 09640
WOOD FLOORING 09640 - 3
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I
SECTION 09680 - CARPET
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PART I -GENERALr
I I.I SIJMMARY
I A. This Section includes woven, tufted, or woven and tufted carpet and carpet cushion.t
I 1.2 SUBMITTALS
I A. hoduct Data: For each product indicated.
I B. Shop Drawings: lnclude the following:l. Seam locations.
a; 2. Pattern type, repeat, location, direction, and starting point.t '^ ';[,tT:,TTl;0",.,
5. Transition, and other accessory strips.
I 6. Transition details to other flooring materials.t
C. Samples: For each for each carpet, cushion, and exposed accessory and for each color and
I pattem required.
I
D. Product Schedule: use same room and product designations indicated on Drawings and inI schedules.
E. Maintenance data.
- 1.3 QUATTTYASSLIRANCE
t A. Installer Qualifications: A quatified installer who is certified by the Floor Covering InstallationI Board or who can demonshate compliance with its certification program requirements.
I 1.4 DELTVERY, STORAGE, AND HANDLING
I A. Comply with CRI 104, Section 5, "Storage and Handling."
I
I.5 PROJECT CONDITIONSI
t A. General: Comply with CRI 104, Section 6.1, "Site Conditions; Temperature and Humidity."
I B. Environmental Limitations: Do not install carpet and cushion until wet work in spaces is
I complete and dry, and ambient temperature and humidity conditions are maintained at the levels
indicated for Project when occupied for its intended use.
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CARPET 09680 - I
20031557.00
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MENDIKRESIDENCE 3/13t2004
Do not install carpet over concrete slabs until slabs have cured and are sufficiently dry to bond
with adhesive and concrete slabs have pH range recommended by manufacturer.
Where demountable partitions or other iians are indicated for installation on top of carpet,
install carpet tile before installing these items.
WARRANTY
Carpet Warranty: Manufacfurer's standard form in which manufacfurer agrees to replace carpet
that does not comply with requirements or that fails within l0 years from date of Substantial
Completion. Warranty does not include deterioration or failure of carpet from unusual traffic,
failure of subshate, vandalism, or abuse. Failures include, but are not limited to, more than l0
percent loss of face fiber, edge raveling, snags, nrns, and delamination.
Carpet Cushion Warranty: Manufacturer's standard form agreeing to replace carpet cushion that
does not comply with requirements or that fails within 10 years frorn date of Substantial
Completion. Warranty does not include deterioration or failure of carpet cushion from unusual
trafhc, failure of substrate, vandalism, or abuse. Failure includes, but is not limited to,
permanent indentation or compression.
EXTRAMATERIALS
Fumish extra materials described below that match products installed and that are packaged
with protective covering for storage and identified vdth labels describing contents.
l. Carpet: Full-width rolls equal to 5 percent of amount installed for each type indicate4
but not less than 10 sq. yd. (8.3 sq. m).
PART 2 -PRODUCTS
CARPET
Products: Subject to compliance with requirements, provide one of the following:
l. As selected by Interior designer and indicated in the Finsh Schedule and Specifaction
sheets.
CARPET CUSHION
Traffic Classification: CCC Class I. moderate haffrc.
Fiber Cushion:
1. Products: As indicated by Interior designer in finish schedule and specification sheets.
Rubber Cushion:
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CARPET 09680 - 2
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I l. Products: As indicated by Interior designer in finish schedule and specification sheets
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D. Polyurethane Foam Cushion:
l. Products: As indicated by Interior designer in finish schedule and specihcation sheets:
Ii' PART3 -ExECUTIoN
I 3.r rNSrALLArroN
I A. ;:frl[r;1*r:,f t*, Section [10, "Attached Cushion."] tll, "stretch-in Utitizing
I
B. Comply with CRI 104, Section 12, "Carpet on Stairs."
C. Maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door
r in closed position. Bind or seal cut edges as recommended by carpet manufacturer.
t D. hstall pattern parallel to walls and borders.
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I
SECTIONO9T5I - INTERIOR STONE FACING
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PART I - GENERAL
1.I SUMMARY
I A. This Section includes interior stone for the following:r l. Base and kim
2. Countertops.Ia B. See Division 9 Section "Dimension Stone Tile" for stone floor and wall tile.
I C. See Division 9 Section "Stone Paving and Flooring" for stone flooring.
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I 1.2 PERFORMANCE REQUIREMENTS
I
I.3 SUBMITTALSI
! A. Product Data: For each variety of stone, stone accessories, and other manufactured products
indicated.
I B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work.
I C. Samples:
I l. For each stone type. Include two or more Samples in each set and show the full range of
I 2. ;:H::il::1"1tffil:fi:Jff,',1'J:ristics
expected in compreted work'
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D. Maintenance data.
I r.4 QUALTTY ASSURANCE
I A. Installer Qualifications: An installer who employs experienced stone masons and stone fitters
who are skilled in installing interior stone facing similar in material, design, and extent to that
I indicated for this Prqect and whose products have a record of successful in-service
I oerformance.
I l. lnstaller's responsibilities include fabricating and installing interior stone facing
I anchoring system and providing professional engineering services needed to assume
engineering responsibility.
I B. Mockups: Build mockups to set quality standard for fabrication and installation.I l. Build mockups for the following kinds of interior stone facing:
a. Stone base, approximately 72 inches (1800 mm) long.
I
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INTERIOR STONE FACING 09751- l
2.1
2.2
20031557.00 MENDIK RESIDENCE 3n3/2004
2. Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Completion.
PART2 -PRODUCTS
MANUFACTURERS
In other Part 2 articles where subparagraph titles below introduce lists, the following
requirements apply for product selection:
I . Manufacturers: Subject to compliance with requirements, provide products by the
manufacturers specifi ed.
STONE, GENERAI
Varieties and Sources: Subject to compliance with requirements, provide one of the stone
varieties specified for each stone tlpe in Part 2 nStone Types" Article.
l. If descriptions of two or more stone types are identical except for finish, provide the same
variety from the same source for each type.
Varieties and Sources: Subject to compliance with requirements, provide stone varieties from
sources specified in Part 2 "Stone Types" Article.
Provide stone that is free of cracks, seams, and starts impairing structural integrity or function.
Provide stone from a single quarry for each variety of stone required.
1. For each stone variety, provide matched blocks exhacted from contiguous locations in a
single bed of quarry stratum unless Architect approves stone from blocks randomly
selected for aesthetic effect.
Quarry stone in a manner to ensure that as-quarried block orientations yield finished stone with
required characteristics.
STONE TYPES
Granite: Provide granite complying with ASTM C 615 and NBGQA's "Specifications for
Architectural Granite" and as follows:
1. Varieties and Sources:
a. As specified.
2. Finish: As indicated.
Marble: Provide marble complying with ASTM C 503 and as follows:
l. Varieties and Sources:
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TNTEzuOR STONE FACING 09751-2
- 20031557.00 MENDIK RESIDENCE 3tr3t2o04
f] a. As specified.
l| 2. Finish: As indicated.r
I 2.4 ADHESIVES AND SEALANTS
rr A. General: Use only adhesives formulated for stone and ceramic tile and recommended by their
I
manufacturer for the application indicated.
t B. Water-Cleanable Epoxy Adhesive: ANSI Al l8.3.
I 1. Available Manufacturers:Ir i B:;:?ls*f:,ff*'
! c. Custom Building Products.
d. Laticrete International, Inc.e. Mapei Corporation.
I f. Summitville Tiles, krc.
I C. Sealant for Countertops: Silicone sealant complying with requirements in Division 7 Section
I "Joint Sealants."
l. Color: Clear.
I 2.5 STONE FABRICATION
I A. General: Fabricate interior stone facing in sizes and shapes required to comply with
requirements indicated, including details on Drawings and Shop Drawings.
t l. lo. ryiit", comply with recommendations in NBGQA's "Specifications for Architectural
(Jranrle- '
2. For marble, comply with recommendations in MIA's "Dimensional Stone--Design
I Manual fV."
B. Fabricate molded work to produce stone shapes with a uniform profile throughout entire unit
I length and with precisely formed arris slightly eased to prevent snipping, and matched at joints
I between units.
I I . Produce moldings with machines having abrasive shaping wheels made to reverse
I contour of molding shape; do not sculpt moldings.
2. Miter moldings at comers, unless otherwise indicated, with edges of miters slightly eased
at outside corners.
'- C. Stone Countertops: Comply with recommendations in MIA's "Dimensional Stone--Design
Manual IV" and as follows:
I l. Seams: Fabricate countertops without seams.
2. Seams: Fabricate countertops in sections indicated for joining in field, with sealanrfilled
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seams l/16 inch (l.5 nrm) in width.
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INTER]OR STONE FACING 09751-3
3.1
20031557.00 MENDIK RESIDENCE 3t13t2004
Undercounter Lavatories: Make cutouts for undercounter lavatories in shop using
template or pattern fumished by lavatory manufacturer. Form cutouts to smooth, even
curves with edges at right angles to top. Ease juncture of cutout edges with tops, and
finish edges to rnatch tops.
Counter-Mounted Sinks: Prepare countertops in shop for field cutting openings for
counter-mounted sinks. Mark tops for cutouts and drill holes at comers of cutout
locations. Make comer holes of largest radius practical.
Fittings: Drill countertops in shop for plumbing fittings, undercounter soap dispensers,
and similar items.
PART 3 - EXECUTION
SET'TING OF STONE. GENERAL
Do necessary field cutting as stone is set. Use power saws with diamond blades to cut stone.
Cut lines straight and true, with edges eased slightly to prevent snipping.
Contiguous Work Provide reveals and openings as required to accommodate contiguous work.
Set stone to comply with requirements indicated on Drawings and Shop Drawings. Install
anchors, supports, fasteners, and other attachments indicated or necessary to secure interior
stone facing in place. Shim and adjust anchors, supports, and accessories to set stone accurately
in locations indicated, with uniform joints of widths indicated and with edges and faces aligned
according to established relationships and indicated tolerances.
Provide expansion, control, and pressure-relieving joints of widths and at locations indicated.
Sealing expansion and otherjoints is specified in Division 7 Section "Joint Sealants."
Keep expansion joints free of plaster, mortar, grout, and other rigid materials.
CONSTRUCTION TOLERANCES
Variation in Plane between Adjacent Stone Units (Lipping): Do not exceed 1i32-inch (0.8-mm)
difference between planes of adjacent units.
INSTALLATION OF STONE BASE. AND TRIM
Stone Base and Trim at Walls with Stone: Set units by adhering to interior stone facing with
water-cleanable epoxy adhesive. Hold adhesive back from exposed edges ofjoints to allow for
grouting.
Stone Base and Trim at Walls without Stone Paneling: Adhere units with full spread of water-
cleanable epoxy adhesive. Hold adhesive back from exposed edges of joints to allow for
grouting.
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INTERIOR STONE FACING 09751 - 4
,r 20031557.00 MENDIK RESIDENCE 3113/2004
r, 3.4 INSTALLATION OF COUNTERTOPS
I A. General: Install countertops over plywood subtops with full spread of water-cleanable epoxy
I adhesrve.
I B. General: Install countertops by adhering to supports with water-cleanable epoxy adhesive.r C. Space seams with l/16-inch (1.5-mm) gap for filling with sealant. Use temporary shims to
I
ensure uniform spacing and clamp units to temporary bracing to eliminate lipping.
- D. Complete cutouts not finished in shop. Mask areas of countertops adjacent to cutouts to prevent
damage while cutting.Ir E. Install baclaplash and end splash by adhering to wall with water-cleanable epoxy adhesive.
Leave l/16-inch (1.5-mm) gap between countertop and splash for filling with sealant. Use
I t€mporary shims to ensure uniform spacing.r F. Apply sealant to seams and to gap between countertops and splashes; comply with Division 7
I Section "Joint Sealants."
I
2 < r.r.EAhIINGII A. Clean tnterior stone facing not less than six days after completion of grouting and pointing,
using clean water and soft rags or stiff-bristle fiber brushes. Do not use wire brushes, acid-type
I cleaning agents, cleaning compounds with caustic or harsh fillers, or other materials or methodst that could damage stone.
I ENDOFSECTION09T5l
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20031557.00I
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MENDIK RESIDENCE 3t20t2004
SECTION 09911 - PAINTING (CONSUMER LINE PRODUCTS)
PART I -GENERAL
1.I SI.]MMARY
I A. This Section includes surface preparation and field painting of exposed interior items andr surfaces.
I 1.2 SUBMITTALS
I A. ProductData: For each product indicated.
I B. Samples: For each type of finish-coat material indicated.
1.3 QUALTTY ASSURANCE
I A. Benchmark Samples (Mockups): Provide a full-coat benchmark finish sample for each tlpe of! coating and substate required. Cornply with procedures specified in PDCA P5.
I l. Watl Surfaces: Provide samples on at least 100 sq. ft. (9 sq. m).
t 2. Small Areas and ltems: Architect will designate items or areas required.
3. Final approval of colors will be fiom benchmark samples.
1.4 PROJECT CONDITIONS
I A. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum
- ambient temperahre of 45 deg F (7 deg C). Maintain storage containers in a clean condition,
free of foreign materials and residue.
I B. Apply waterbome paints only when temperatures of surfaces to be painted and surrounding air
are between 50 and 90 deg F (10 and 32 deg C).
t C. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding
air are between 45 and 95 deg F (7 and 35 deg C).
I D. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or
at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.
! I.5 EXTRA MATERTALS
I A. Furnish extra paint materials from the same production run as the materials applied and in theI quantities described below. Package with protective covering for storage and identiff with
labels describing contents. Deliver extra materials to Owner.
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PAINTING (CONSUMER LINE PRODUCTS)09911- l
2.1
20031557.00 MENDIK RESIDENCE 3t20t2004
1. Quantity: 3 percent, but not less than I gal. (3.8 L), as appropriate, ofeach material and
color applied.
PART 2 - PRODUCTS
MANTJFACTT]RTRS
Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, products listed in other Part 2
articles.
Manufacturers' Names: Shortened versions (shown in parenthe ses) of the following
manufacfurers' names are used in other Part 2 articles:
l. Benjamin Moore & Co. (Benjamin Moore).
2. Coronado Paint Company (Coronado).
3. ICI Dulux Paint Centers (ICI Dulux Paints).
4. Kelly-Moore Paint Co. (Kelly-Moore).
5. M. A. Bruder & Sons, Inc. (M. A. B. Paint).
6. PPG Industries, Inc. (Pittsburgh Paints).
7. Sherwin-WilliamsCo.(Sherwin-Williams).
PAINT MATERIALS, GENERAL
Material Compatibility: Provide block fillers, primers, and linish-coat materials that are
compatible with one another and with the subshates indicated under conditions of service and
application, as demonstrated by manufacturer based on testing and field experience.
Material Qualify: Provide manufacturer's best-quality paint material of the various coating
types specified that are factory formulated and recommended by manufacturer for application
indicated. Paint-material containers not displaying manufacturer's product identifrcation will
not be acceptable.
Colors: As selected from manufacturer's full range.
PREPARATORY COATS
Concrete Unit Masonry Block Filler: High-performance latex block filler of finish coat
manufacturer and recommended in writing by manufacturer for use with finish coat and on
substrate indicated.
Exterior Primer: Exterior alkyd or latex-based primer of finish coat manufacturer and
recommended in writing by manufacturer for use with finish coat and on substrate indicated.
1. Ferrous-Metal and Aluminum Substrates: Rust-inhibitive metal primer.
2. Zinc-Coated Metal Substrates: Galvanized metal primer.
3. Where manufacturer does not recommend a separate primer formulation on substrate
indicated, use paint specified for finish coat.
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r C. Interior Primer: Interior latex-based or alkyd primer of finish coat manufacturer and
recommended in writing by manufacturer for use with finish coat and on substrate indicated.
t l. Ferrous-Metal Subskates: Quick drying, rust-inhibitive metal primer.
2. Zinc-Coated Metal Subshates: Galvanized metal primer.
I 3. Where manufacturer does not reconrmend a separate primer formulation on substate
t indicated, use paint specified for finish coat.
t 2.4 TNTERTORFTNTSH COATS
- A. lnterior Flat Acrylic Paint:
' l. Benjamin Moore; Regal Wall Satin No. 215 Premium Interior Finishes Flat Finish.2. Coronadol 26 Line Gold Acrvlic Latex Flat Wall Paint.
I 3. ICI Dulux Paints; t2Ol-XXXXDulux Ulha Velvet Sheen Interior Flat Latex Wall &I Trim Finish.
4. Kelly-Moore; 550 Super Latex lnterior Flat Wall Paint.
I 5. M. A. B. Paint; Rich Lux Wal-Shield Latex Flat 041 Line.
I 6. Pittsburgh Paints; 80-Line Wallhide lnterior Wall Flat Latex Paint.
7 . Sherwin-Williams; SuperPaint Interior Latex Flat Wall Paint, A86 Series.
t B. Interior Low-Luster Acrylic Enamel:
I l. Benjamin Moore; Moore's Regal AquaVelvet No. 319.
I 2. Coronado; Tough Walls Acrylic Eggshell Wall & Trim Enamel.! 3. ICI Dulux Paints; 1403-XXXXDulux Ultra Eggshell Interior Latex Wall & Trim
Enamel.
I 4. Kelly-Moore; 1610 Sat-N-Sheen Interior Latex Low Sheen Wall and Trim Finish.I 5. Kelly-Moore; 1686 Dura-Poxy Eggshell Acrylic Enamel.6. M. A. B. Paint; Rich Lux Low Lustre Latex Enamel 028 Line.
I 7. Pittsburgh Paints; 89-Line Manor Hall lnterior Eggshell Wall and Trim.
I 8. Sherwin-Williams; SuperPaint Interior Latex Satin Wall Paint A87 Series.
I C. Interior Semigloss Acrylic Enamel:
I l. Benjamin Moore; Regal AquaGlo No. 333 Premium Interior Finishes Latex Semi-Gloss.
.. 2. Coronado; 22 Line Tough Walls Acrylic Semi-Gloss Enamel.
I 3. ICI Dulux Paints; I407-XXXXDulux Ultra Semi-Gloss Interior Acrylic Wall & Trim
Enamel.
4. Kelly-Moore; 1650 Acry-Plex Latex lnterior Latex Semi-Gloss Enamel.
I 5. Kelly-Moore; 1685 Dura-Poxy Semi-Gloss Acrylic Enamel.! 6. M. A. B. Paint; Rich Lux Semi-Gloss Latex Enamel 023 Line.7. Pittsburgh Paints; 88-ll0 Satinhide Interior Enamel Wall & Trim Lo-Lustre Semi-Gloss
Latex.
t 8. Sherwin-Williams; SuperPaint lnterior Latex Semi-Gloss Enamel A88 Series.
I D. Interior Full-Gloss Acrylic Enamel:
I l. Benjamin Moore; Impervex Enamel No. 309.
r 2. Coronado; 414 Line Super Kote 5000 Acrylic High Gloss Enamel.
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ICI Dulux Paints; 3028-XXXX Dulux Interiori Exterior Acrylic Gloss Finish.
Kelly-Moore; 1680 Dura-Poxy Gloss Acrylic Enamel.
M. A. B. Paint; Rich Lux Architectural High Gloss Latex Enamel 022-127 Line.
Pittsburgh Paints; 5l Line Brilliant Reflections Interior/Exterior Latex Gloss Enamel.
Sherwin-Williams; ProMar 200 Interior Latex Gloss Enamel B2lW20l.
Benjamin Moore; Impervo Enamel No. 133.
Coronado; 123 Line Super Kote 5000 High Gloss Alkyd Enamel.
ICI Dulux Paints; 4308-XXXX Devguard Alkyd Induskial Gloss Enamel.
Kelly-Moore; 1700 Kel-Guard Gloss Alkyd Rust Inhibitive Enamel.
M. A. B. Paint; Rich Lux Architectural Bright White Enamel 026-127 Line.
Pittsburgh Paints; 7-814 Series Pittsburgh Paints Indushial Gloss-Oil Interior/Exterior
Enamel.
Sherwin-Williams; ProMar 200 Alkyd Gloss Enamel 835W200 Series.
G.Interior Full-Gloss Alkyd Enamel for Wood and Metal Surfaces:
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E.Interior Semigloss Alkyd Enamel:
Benj amin Moore; Satin Impervo Alkyd Low Lustre Enamel No. 235.
Coronado; 23 Line Premium Gold Collection Alkyd Semi4loss Enamel.
ICI Dulux Paints; 1516-XXXXUlta-Hide Alkyd Semi-Gloss lnterior Wall & Trim
Enamel.
Kelly-Moore; 1630-Kel-Cote Interior Alkyd Semi4loss Enamel.
M. A. B. Paint: Fresh Kote Semi-Gloss 403 Line.
Pittsburgh Paints; 27 Line Wallhide Low Odor Interior Enamel Wall and Trim Semi-
Gloss Oil.
Sherwin-Williams; Classic 99 Interior Alkyd Semi-Gloss Enamel A-40 Series.
F.lnterior Full-Gloss Alkyd Enamel for Gypsum Board and Plaster:
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INTERIORWOOD STAINS AND VARNISHES
Open-Grain Wood Filler:
Benjamin Moore; Impervo Enamel No. 133.
Coronado; 123 Line Super Kote 5000 High Gloss Alkyd Enamel.
ICI Dulux Paints; 70XX Mirrolac Interior/Exterior Alkyd-Urethane Gloss Enamel.
Kelly-Moore; 1630-Kel-Cote Interior Alkyd Semi-Gloss Enamel.
M. A. B. Paint; Rich Lux Architectural Bright White Enamel 026-127 Line.
Pittsburgh Paints; 7-814 Series Pittsburgh Paints Industrial Gloss-Oil lnterior/Exterior
Enamel.
Sherwin-Williamst ProMar 200 Alkvd Gloss Enamel B35W200 Series.
2.5
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Benjamin Moore; Benwood Paste Wood Filler No. 238.
Coronado; none required.
ICI Dulux Paints; none required.
Kelly-Moore; none required.
M. A. B. Paint; Paste Wood Filler.
Pittsburgh Paints; none required.
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PAINTING (CONSUMER LINE PRODUCTS)09911-4
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t 7. Sherwin-Williams; Sher-Wood Fast-Dry Filler.
8. Sherwin-Williams;nonerecommended.
I B. Interior Wood Stain: Alkyd based.
I l. Benjamin Moore; Benwood Penehating Stain No. 234.
t 2. Coronado; 69-27 O1l Penetrating Wood Stain.
3. ICI Dulux Paints; 1700-XXX WoodPride Interior Solventborne Wood Finishing Stain.
I 4. Kelly-Moore; McCloskey Stain.
t 5. M. A. B. Paint; Wood Stain 062 Line.
6. Pittsburgh Paints; 77-560 Rez Interior Semi-Transparent Oil Stain.
11 7. Sherwin-Williams; Wood Classics Interior Oil Stain A-48 Series.
I C. Clear Sanding Sealer: Fast-drying alkyd based.
I l. Benjamin Moore; Moore's lnterior Wood Finishes Quick-Dry Sanding Sealer No. 413.l| 2. Coronado;8l-l0Dual Seal.3. ICI Dulux Paints; 1902-0000 WoodPnde Interior Satin Polyurethane Vamish.
I 4. Kelly-Moore; 216482 Sand Alkyd Q. D. Sealer.
I 5. M. A. B. Paint; Minit Dri Sanding Sealer 037-005 Line.
6. Pittsburgh Paints; 6-10 SpeedHide Quick-Drying Interior Sanding Wood Sealer and
Finish.
f| 7. Sherwin-Williams; Wood Classics Fast Dry Sanding Sealer B26V43.
r D. Interior Alkyd- or Polyurethane-Based Clear Satin Vamish:
II l. Benjamin Moore; Benwood Interior Wood Finishes Polyurethane Finishes Low Lushe
No.435.
I 2. Coronado; l5l-100 Alkyd Clear Satin Varnish.r 3. ICI Dulux Paints; 1902-0000 WoodPride lnterior Satin Polyurethane Vamish.
4. Kelly-Moore; 2050 Kel--Aqua Stain Base.
I 5. M. A. B. Paint; Rich Lux Water Based Satin Polyurethane.
I 6. Pittsburgh Paints;11 -7 Rez Vamish, Interior Satin Oil Clear.
7. Sherwin-Williams; Wood Classics Fast Dry Oil Vamish, Satin 466-300 Series.
I E. Interior Waterbome Clear Satin Vamish: Acrylic-based polyurethane.
I l. Benjamin Moore; Stays Clear Acrylic Polyurethane No. 423, Satin.
I 2. Coronado; 70-10 Aqua-Plastic Urethane Clear Satin.
3. ICI Dulux Paints; 1802-0000 WoodPride lnterior Waterbome Aquacrylic Satin Vamish.
r 4. Kelly-Moore; 2097 Kel-Thane II Clear Acrylic Urethane-Satin.
I 5. M. A. B. Paint; Rich Lux Water Based Satin Polyurethane 088-900s.I 6. Pittsburgh Paints;7749 Rez Satin Acrylic Clear Polyurethane.7. Sherwin-Williams; Wood Classics Waterbome Pollurethane Satin, .468 Series.
I F. Interior Waterbome Clear Gloss Vamish: Acrylic-based polyurethane.
I 1. Benjamin Moore; Benwood Interior Wood Finishes Polyurethane Finishes High Gloss
I No.428.
2. Coronado; 70-10 Aqua-Plastic Urethane Clear Gloss.
r 3. ICI Dulux Paints; 1808-0000 WoodPride Interior Waterbome Aquacrylic Gloss Varnish.
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4. Kelly-Moore; 2096 Kel-Thane II Clear Acrylic Urethane--Gloss.
5. M. A. B. Paint; Rich Lux Water Based Gloss Polyurethane 088-899 Line.
6. Pittsburgh Paints;7745 Rez Full-Gloss Acrylic Clear Polyurethane.
7. Sherwin-Williams; Wood Classics Waterborne Polyurethane Gloss, A.68 Series.
G. Paste Wax: As recommended bv manufacfurer.
PART 3 - EXECUTION
APPLICATION
Examine substrates, areas, and conditions, with Applicator present, for compliance with
requirements for paint application.
Coordination of Work: Review other Sections in which primers are provided to ensure
compatibility of the total system for various substrates. On request, fumish information on
characteristics of finish materials to ensure use of compatible primers.
Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and
similar items already installed that are not to be painted. If removal is impractical or impossible
because of size or weight of the item, provide surface-applied protection before surface
preparation and painting.
I . After completing painting operations in each space or area, reinstall items removed using
workers skilled in the hades involved.
Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's
written instructions for each particular substrate condition and as specified.
1 . Provide barrier coats over incompatible primers or remove and reprime.
2. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release
agents. Roughen as required to remove glaze. If hardeners or sealers have been used to
improve curing, use mechanical methods of surface preparation.
3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral
spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac
or other recommended knot sealer before applying primer. After priming, fill
holes and imperfections in finish surfaces with putty or plastic wood filler. Sand
smooth when dried.
b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges,
ends, faces, undersides, and back sides of wood, including cabinets, counters,
cases, and paneling.
c. If transparent finish is required, backprime with spar vamish.
d. Backprime paneling on interior partitions where masonry, plaster, or other wet
wall construction occurs on back side.
e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heary coat of
varnish or sealer immediatelv on deliverv,
PAINTING (CONSUMER LINE PRODUCTS)09911-6
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4. Ferrous Metals: Clean trngalvanized ferrous-metal surfaces that have not been shop
coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use
solvent or mechanical cleaning methods that comply with SSPC's recommendations.
a. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat
before priming.
b. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-
brush, clean with solvents recommended by paint manufacturer, and touch up with
same primer as the shop coat.
5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so
surface is free of oil and surface contaminants. Remove prebeatment from galvanized
sheet metal fabricated from coil stock bv mechanical methods.
Material Preparation:
l. Maintain containers used in mixing and applying paint in a clean condition, free of
foreign materials and residue.
2. Stir material before application to produce a mixture of uniform density. Stir as required
during application. Do not stir surface film into material. If necessary, remove surface
film and strain material before using.
Exposed Surfaces: Include areas visible when permanent or built-in fixtures, grilles, convector
covers, covers for finned-tube radiation, and similar components are in place. Extend coatings
in these areas, as required, to maintain system integrify and provide desired protection.
1. Paint surfaces behind movable equipment and fumiture the same as similar exposed
surfaces. Before final installation of equipment, paint surfaces behind permanently fixed
equipment or fumihre with prime coat only.
2. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through
registers or grilles.
3. Paint back sides of access panels and removable or hinged covers to match exposed
surfaces.
Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.
Finish interior of wall and base cabinets and similar field-hnished casework to match
exterior.
Sand lightly between each succeeding enamel or varnish coat.
Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or
otherwise prepared for painting as soon as practicable after preparation and before subsequent
surface deterioration.
l. Omit primer over metal surfaces that have been shop primed and touchup painted.2. If undercoats, stains, or other conditions show through final coat of paint, apply
additional coats until paint film is of uniform finish, color, and appearance.
Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators
according to manufacturer's written instructions.
4.
5.
PAINTING (CONSUMER LINE PRODUCTS)o99rt - 7
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Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's
recommended spreading rate. Provide total dry film thickness of the entire system as
recommended by manufacfurer.
Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items
exposed in equipment rooms and occupied spaces.
Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete
coverage with pores filled.
Prime Coats: Before applying finish coats, apply a prime coat, as recommended by
manufacturer, to material that is required to be painted or finished and that has not been prime
coated by others. Recoat primed and sealed surfaces where evidence of suction spots or
unsealed areas in first coat appears, to ensure a finish coat with no burn-through or other defects
due to insuffrcient sealing.
Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth,
opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting,
holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be
acceptable.
Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface film of
even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks,
orange peel, nail holes, or other surface imperfections.
Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no
evidence of rolling, such as laps, irregularity in texture, skid marks, or other surface
imperfections.
CI,EANING AND PROTECTING
At the end of each workday, remove empt5r cans, rags, rubbish, and other discarded paint
materials from Project site.
Protect work of other hades, whether being painted or not, against damage from painting.
Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect.
Provide "Wet Paint" signs to protect newly painted finishes. After completing painting
operations, remove temporary protective wrappings provided by others to protect their work.
1. After work of other trades is complete, touch up and restore damaged or defaced painted
surfaces. Comply with procedures specified in PDCA P I .
EXTERIOR PAINT SCHEDULE
Ferrous Metal:
1. Acrylic Finish: Two finish coats over a rust-inhibitive primer.
a. Primer: Exterior ferrous-metal primer (not required on shop-primed items).
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PAINTING (CONSUMER LINE PRODUCTS)09911 - 8
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I b. Finish Coats: Exterior low-luster acrylic paint.
I 2. Alkyd-Enamel Finish: Two finish coats over a rust-inhibitive primer.
I a. Primer: Exterior ferrous-metal primer (not required on shop-primed items).b. Finish Coats: Exterior full-gloss alkyd enamel.
B. Zinc-Coated Metal:
I 1. Acrylic Finish: Two finish coats over a galvanized metal primer.I
a. Primer: Exierior galvanized metal primer.
b. Finish Coats: Exterior low-luster acrylic paint.I
2. Alkyd-Enamel Finish: Two finish coats over a galvanized metal primer.
l| a. Primer: Exterior galvanized metal primer.
b. Finish Coats: Exterior full-gloss alkyd enamel.
I C. Aluminum:
l. Acrylic-Enamel Finish: Two frnish coats over a primer.
ll a. Primer: Exterior aluminum primer under acrylic finishes.b. Finish Coats: Exterior semigloss acrylic enamel.
I 2. Alkyd-Enamel Finish: Two finish coats over a primer.
|1 a. Primer: Exterior aluminum primer under alkyd finishes.
I b. Finish Coats: Exterior full-gloss al$d enamel.
I 3.4 TNTERToRPATNT scHEDULEI
A. Concrete and Masonry (Other Than Concrete Unit Masonry):
I 1. Acrylic Finish: Two finish coats over a primer.
|| a. Primer: Interior concrete and masonry primer.
I b. Finish Coats: lnterior flat acrylic paint.
I 2. Alkyd-Enamel Finish: Two finish coats over a primer.
I a. Primer: Interior concrete and masonry primer.b. Finish Coats: lnterior semigloss alkyd enamel.
r B. Concrete Unit Masonry:
I l. Acrylic Finish: Two finish coats over a block filler.I a. Block Filler: Concrete unit masonry block filler.b. Finish Coats: lnterior flat acrylic paint.
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2. Alkyd-Enamel Finish: Two finish coats over a filled surface.
a. Block Filler: Concrete unit masonry block filler.
b. Finish Coat: Interior semigloss alkyd enamel.
c. Finish Coats: Interior flat acrylic paint.
Gypsum Board:
l. Acrylic Finish: Two finish coats over a primer.
a. Primer: Interior gypsum board primer.
b. Finish Coats: Interior flat acrylic paint.
2. Alkyd-Enamel Finish: Two finish coats over a primer.
a. Primer: Interior gypsum board primer.
b. Finish Coats: Interior semigloss alkyd enamel.
Wood and Hardboard:
l. Acrylic-Enamel Finish: Two finish coats over a primer.
a. Primer: Interior wood primer for acrylic+namel and
finishes.
b. Finish Coats: Interior lowJuster acrylic enamel.
2. Alkyd-Enamel Finish: Two finish coats over a primer.
a. Primer: lnterior wood primer for acrylic-enamel and
finishes.
b. Finish Coats: Interior semigloss alkyd enamel.
Ferrous Metal:
l. Acrylic Finish: Two finish coats over a primer.
a. Primer: Interior ferrous-metal primer.
b. Finish Coats: Interior flat acrylic paint.
2. Alkyd-Enamel Finish: Two finish coats over a primer.
a. Primer: lnterior ferrous-metal primer.
b. Finish Coats: Interior semigloss alkyd enamel.
Zinc-Coated Metal:
l. Acrylic Finish: Two finish coats over a primer.
a. Primer: Interior zinc-coated metal primer.
b. Finish Coats: Interior flat acrylic paint.
3t20t2004
semigloss alkyd-enamel
semigloss alkyd-enamel
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I 2oo3r557.oo MENDIK RESIDENCE 3/20/2004rr 2. Alkyd-Enamel Finish: One finish coat over a primer.
I a. Primer: Interior zinc-coated metal primer.I b. Finish Coats: lnterior semigloss alkyd enamel.
I G. All-service Jacket over Insulation:
I L Acrylic Finish: Two finish coats. Add fungicidal agent to render fabric mildew proof.
I
., ^. Finish Coats: Interior flat latex-emulsion size.
I 3.5 INTERToR srAIN ANDNATURAL-FrNrsH wooDwoRK scHEDULEI
A. Stain-Varnish Finish: Two finish coats of vamish over a sealer coat and interior wood
I stain. Wipe wood filler before applying stain.
I 1. Filler Coat: Open-grain wood filler.
I 2. Stain Coat: Interior wood stain.
I 3. Sealer Coat: Clear sanding sealer.4. Finish Coats: Interior waterbome clear satin varnish.
I B. Natural-Vamish Finish: Two finish coats of varnish over a sealer coat and a filler coat.
l. Filler Coat Open-grain wood filler.
I 2. Sealer Coat: Clear sanding sealer.I 3. Finish Coats: lnterior waterbome clear satin varnish.
I C. Wax-Polished Finish: Th,ree finish coats of paste wax over a sealer coat and alkyd-based
I interior wood stain.
I l. Stain Coat: Interior wood stain.
I 2. Sealer Coat: Clear sanding sealer.3. Finish Coats: Paste wax.
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SECTION 09931 - EXTERIOR WOOD STAINS
PART I - GENERAL
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ST]MMARY
This Section includes surface preparation and the application of wood stains and clear wood
finishes to exterior wood surfaces.
SI.JBMITTALS
Product Data: For each type of stain indicated.
Samples: For each color and stain material to be applied, with texture to simulate actual
conditions, on representative Samples of actual subshates.
l. Stained Wood: Provide 6-inch- ( I 50-nrm-) square Samples.
2. Clear Wood Finish: hovide 6-inch- (150-mm-) square Samples.
PROJECT CONDITIONS
Store materials not in use in tightly covered containers in a well-ventilated area at a minimum
ambient temperature of 45 deg F (7 deg C). Maintain storage containers in a clean condition,
free of foreign materials and residue.
Apply stains only when temperatures of surfaces to be stained and the surrounding air are
between 45 deg F (7 deg C) and 90 deg F (32 deg C) for oil-based stain, or between 50 deg F
(.10 deg C) and 90 deg F (32 deg C) for latex-based stam.
Do not apply stain in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; when
temperatures are less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.
EXTRAMATERIALS
Furnish extra stain materials from the same production run as the materials applied and in
quantities described below. Package with protective covering for storage and identify with
labels describing contents. Deliver extra materials to Owner.
l. Quantity: 3 percent, but not less than I gal. (3.8 L), as appropriate, ofeach material and
color applied.
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PART 2 . PRODUCTS
MENDIK RESIDENCE 3120/2004
MANUFACTURERS
Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, those listed in other Part 2 articles.
Manufacturers' Names: Shortened versions (shown in parentheses) of the following
manufacturers' names are used in other Part 2 articles:
1. Benjamin Moore & Co. (Benjamin Moore).
2. Coronado Paint Company (Coronado).
3. ICI Dulux Paint Centers (ICI Dulux Paints).
4. PPG Industries, Inc. (Pittsburgh Paints).
5. Samuel Cabot, lnc. (Samuel Cabot).
6. Sherwin-WilliamsCo.(Sherwin-Williams).
OEXTERIOR WOOD STAIN MATERI,ALS. GENERAL
Material Compatibility: Provide primers and finish-coat materials that are compatible with one
another and with the substrates indicated under conditions of service and application, as
demonstrated by manufacturer based on testing and field experience.
Stain-Material Quality: Provide manufacturer's best-quality stain material of the various stain
types specified that are factory formulated and recommended by manufacturer for application
indicated. Stain-material containers not displaying manufacturer's product identification will
not be acceptable.
Colors: Match existing.
EXTERIOR WOOD STAIN PRODUCTS
Semitransparent Oil/Alkyd Stain:
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Benjamin Moore: Moorwood Semi-Transparent Stain & Wood Preservative No. 081.
Coronado: 92 Line Nordik Semi-Transparent Stain and Preservative.
ICI Dulux Paints: 27IO-XXXX Woodpride Exterior Oil Semi-Transparent Stain.
Pittsburgh Paints: 77-900 Series Rez Exterior Water Repellent Semi-Transparent Oil
Stains.
Samuel Cabot: Semi-Transparent Stains 0300/6300 Series.
Sherwin-Williams: Exterior Alkyd Semi-Transparent Wood Preservative Stain Al4
Series.
B.Semihansparent Acrylic Starn:
Benjamin Moore: Moorwood Acrylic Semi-Transparent Stain 0093.
ICI Dulux Paints: 2610-XXXX Woodpride Exterior Waterbome Semi-Transparent Stain.
Pittsburgh Paints: 77460 Rez Exterior Semi-Transparent Latex Stain.
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EXTERIOR WOOD STAINS 0993t -2
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4. Sherwin-Williams: WoodScapes House Stain Exterior Pollurethane Semi-Transparent
Stain Al5 Series.
C. Semisolid OiVAlkyd Stain:
l. Samuel Cabot: Semi-Solid Stains 0100/6100 Series.
D. Solid-Color Oil or OiVAlkyd Stain:
1. Benjamin Moore: Moorwood Solid Color Exterior Stain No. 080.
2. Coronado: 97 Line Solid Body Oil Stain.3. ICI Dulux Paints: 2700-XXXX Woodpride Exterior Solid Oil/Alkyd Stain.
4. Pittsburgh Paints: 77-600 Series Pittsburgh Paints Exterior Solid Color Alkyd/Oil Stains.
5. Samuel Cabot O.V.T. Solid Color Oil Stain 0500/6500 Series.
6. Sherwin-Williams: Exterior Alkyd Solid Color Stain Al4 Series.
E. Solid-Color Acrylic Stain:
l. Benjamin Moore: Moorcraft Super Spec Acrylic Exterior Stain No. 179.2. Coronado: 96 Line Solid Body Acrylic Stain.
3. ICI Dulux Paints: 2600-XXXX Woodpride Exterior Waterbome Solid Color Stain.4. Pittsburgh Paints: 77-400 Series Pittsburgh Paints Exterior Solid Color Acrylic Latex
Stains.
5. Samuel Cabol O.V.T. Solid Color Acrylic Stain 0600 Series.
6. Sherwin-Williams: WoodScapes House Stain Exterior Acrylic Solid Color Al5 Series.
F. Clear Wood Finish:
1. Benj amin Moore: Moorwood Penehating Clear Wood Finish & Preservative No. 088.2. Coronado: 199-10 Exterior Clear Wood Finish.3. Samuel Cabot: Clear Solutions 3000/9100 Series.
PART3 -EXECI-TTION
3.I APPLICATION
A. Examine subshates, areas, and conditions, with Applicator present, for compliance with
requirements for paint application.
B. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixfures, and
similar items already installed that are not to be stained. If removal is impractical or impossible
because of size or weight of item, provide surface-applied protection before surface preparation
and staining.
l. After completing staining operations, reinstall items removed using workers skilled in
trades involved.
C. Surface Preparation: Clean and prepare surfaces to be stained according to manufacturer's
written instructions for each particular substrate condition and as specified. Allow unseasoned
or shiny new wood to weather three months before staining.
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I . Countersink steel nails, if used, and fill with putty tinted to final color to eliminate rust
leach stains.
Previously Stained Work: Renail loose or warped shingles or siding using galvanized or
aluminum nails.
D. Mixing: Stir stain thoroughly before applying and frequently during application to maintain
color consistency. Maintain containers used in mixing and application in a clean condition, free
of foreign materials and residue.
E. Minimum Spreading Rate: Apply stain at rnanufacturer's recommended spreading rate to ensure
proper penetration. Use applicators and techniques best suited for substrate and type of stain
material being applied.
F. Siding: Apply stain evenly with brush, roller, or spray. Thoroughly stain edges and ends of
boards. Brush out excess stain that collects in butts of shingles or boards. Avoid staining in
direct sunlight.
G. Protect work of other trades, whether being stained or not, against damage from staining.
Correct damage by cleaning, repairing or replacing, and restaining as approved by Architect.
H. Provide "Wet Paint" signs to protect newly stained finishes. After completing staining
operations, remove temporary protective wrappings provided by others to protect their work.
l. After work of other trades is complete, touch up and restore damaged or defaced stained
surfaces. Comply with procedures specified in PDCA Pl.
3.2 EXTERIORWOOD STAIN SCHEDULE
A. Exterior Wood Siding: Provide the following on exterior wood siding, and wood trim including
fasciae and soffrts:
l. SemiFansparent OiUAlkyd Stain: Two coats.
2. Semitransparent Acrylic Stain: Two coats.
3. Semisolid OiyAlkyd Stain: Two coats.
4. Solid-Color Oil or Oil/Alkyd Stain: Two coats.
a. Primer Coat: Apply before staining as recommended by manufachrer.
5. Solid-Color Acrvlic Stain: Two coats.
a. Primer Coat: Apply before staining as recommended by manufacturer.
6. Clear Wood Finish: Two coats.
END OF SECTION 0993I
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MENDIKRESIDENCE 3123/2004
SECTION IO82O -TUB AND SHOWER DOORS AND ENCLOST]RES
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PART I - GENERAL
at
- I.I ST]MMARY
I A. This Section includes the following:t
B. This Section includes the followng:
I l. Frameless Glass Shower Doors and Partitions| 2. Glass Shower Door Hardware and Accessories.
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t 1.2 QUATTTYASSURANCE
r A. tnstaller Qualifrcations: A qualihed installer, approved by manufacturer to install
I manufacturer's products; and who is eligible to receive warranty specified.
B. SafetyGlazingProducts: Complywithtestingrequirements in I6CFR 1201.I,
-)I.3 PERFORMANCEREQUTREMENTS
I A. Provide systems, including anchorage, capable of withstanding loads indicated without
structwal failure, deflection exceeding specified limit, support components transferring stresses
I to glazing, and glazing-to -glazing or glazing-to-support contact as determined by structural
I analvsis.
t B. Structural Performance: Provide partitions capable of withstanding the effects of gravrty loads
t and the following loads and stresses within limits and under conditions indicated:
l. Partitions:I
] a. Concenhated load of 50 lbf (0.22 kN) applied horizontally on an area of I sq. ft.
(0.093 sq. m).
I b. Uniform load of 25 lbflsq. ft. (1.2 kNAq. m) applied horizontally.
I c. Infill load and other loads need not be assumed to act concunently.
I 2. Deflection Normal to Glazing Plane: Limited to lll75 of clear span or 3/4 inch (19 mm),
I whichever is smaller.
I r.4 suBMrrrALS.l
A. Product Data: For the followins:I
I l. Hardware and accessories.2. For each glass product and glazing material indicated.
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20031557.00 MENDIKRESIDENCE 3/23/2W4
3. Preconstruction Adhesion and Compatibility Test Report From glazing sealant
manufacturer.
Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
Product Schedule: Indicating glazing, types, quantities, sizes, and installation locations by room
of each accessory required. Use room and product designations indicated on Drawings.
Samples:
l. For each exposed finish.
2. l2-inch- (300-mm-) square, for each type ofglass product indicated.
I.5 WARRANTY
A. Special Warranty: Manufacfurer's standard form in which manufacturer agrees to repair or
replace components of all-glass systems that fail in materials or workmanship within specified
warranty period.
l. Wananty Period: Two years from date of Substantial Completion.
PART 2 - PRODUCTS
MANUFACTURERS
A. Basis-of-Design Product: The desigrr for all-glass systems is based on C.R. Laurence Company,
Inc., Geneva Series. Subject to compliance with requirements, provide the named product or a
comparable product by one of the following:
l American Shower Door.
2. Century Shower Door Inc.
3. Duschqueen, lnc.
GLASS
A. General: ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated surfaces), Type I
(transparent), tested for surface and edge compression per ASTM C 1048 and for impact
strength per 16 CFR 1201 for Category II materials.
l. Class l: Clear.
a. Thickness: 3i8 inch (10 nrm).
Exposed Edges: Flatpolished.
Butt Edges: Flat ground.
Corner Edses: Mitered.
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TUB AND SHOWER DOORS AND ENCLOSURES 10820 - 2
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20031557.00 MENDIKRESIDENCE 312312004
HARDWARE
General: Heavyduty hardware units in sizes, quantities, and types recommended by
manufacturer for doors and enclosures indicated. For exposed parts, match fitting metal and
finish.
Hinges and Pivots: Center hung or offset, solid brass with stainless steel moving parts
including, plates, and accessories required for complete installation.
l. Swing: Double acting.
a. Positive Dead Stop: Zero degree or at angle selected.
2. Finish: Brushed Nickel. (Chrome at Hotel Rooms).
Wall Mounts and Plates:
l. Finish: Brushed Nickel. (Chrome at Hotel Rooms).2. Confrguration: Manufacturer's standard short back plates-
Push-Pull Set: Washerless, 1.5 mil. Brass Tubing.l. Finish: Brushed Nickel. (Chrome at Hotel Rooms).2. Confrguration: As indicated.
Handles, Hooks and Knobs: Washer-less, As indicated.l. Finish: Brushed Nickel. (Chrome at Hotel Rooms).2. Configuration: As indicated.
Anchors and Fastenings: Concealed stainless steel.
Door Seals: Sweep type.
GLAZING SEALANTS
General: Provide products of type indicated, complying with the following requirements:
I . Compatibility: Select glazing sealants that are compatible with one another and with
other materials they will contact, including glass products, seals of insulating-glass units,
and glazing channel subshates, under conditions of service and application, as
demonstrated by sealant manufacturer based on testing and field experience.2. Suitability: Comply with sealant and glass manufacturers' written instructions for
selecting glazing sealants suitable for applications indicated and for conditions existing at
time of installation.
3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full
range.
Elastomeric Glazing Sealants: Comply with ASTM C 920 and other requirements indicated for
each liquid-applied chemically curing sealant specified, including those referencing
ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint
substrates.
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TUB AND SHOWERDOORS AND ENCLOSURES 10820 - 3
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20031557.00 MENDIKRESIDENCE 3123t20c4
FABRICATION
Provide holes and cutouts in glass to receive hardware, fittings, rails, and accessories before
tempering glass. Do not cut, drill, or make other alterations to glass after tempering.
l. Fully temper glass using horizontal (roller-hearth) process and fabricate so, when
installed, roll-wave distortion is parallel with bottom edge of door or lite.2. Factory assemble components and factory install hardware to greatest extant possible.
PART3 -EXECUTION
INSTALLATION
General: Comply with combined written instuctions of manufacturers of glass, sealants,
gaskets, and other materials, unless more sfingent requirements are indicated, including those
in referenced glazing publications. Use fasteners appropriate to substate and recommended by
manufacfurer of unit.
l. Protect glass edges from damage during handling and installation. Remove damaged
glass from Project site and legally dispose of off Project site. Damaged glass is glass
with edge damage or other imperfections that, when installed, could weaken glass and
impair performance and appearance.
2. Apply primers to joint surfaces where required for adhesion of sealants, as determined by
preconstruction sealant-substrate testing.
3. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.
Set units level and plumb.
Maintain uniform clearances between adj acent components.
Set, seal, and grout floor pivots as required to suit hardware and subshate indicated.
Adjust doors and hardware to produce smooth operation and tight fit at contact points and seals.
Install accessories using fasteners appropriate to substrate indicated and recommended by unit
manufachrer. Install units level, plumb, and firmly anchored in locations and at heights
indicated.
Adjust accessories for unencumbered, smooth operation and veriff that mechanisms function
properly. Replace damaged or defective items. Remove temporary labels and protective
coatings.
CLEANING AND PROTECTION
Protect glazing from damage immediately after installation by attaching crossed streamers to
framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent
labels, and clean surfaces. Protect glass from contact with contaminating substances resulting
from construction operations. If, despite such protection, contaminating substances do come
into contact with glass, remove substances immediately as recommended by glass manufacturer.
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t' B. Remove and replace glass that is broken, chipped, cracked or abraded or that is damaged from
I natural causeq accidents, and vandalisnr, during construction period.
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MENDIKRESIDENCE 3/23120n'4
SECTION 11440 _ DECORATIVE GAS APPLIANCES
PART I -GENERAL
I.1 SUMMARY
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f A. This Section includes the following:
r l. Direct Vent Side or Top Venting Decorative Gas Appliance s.
|l 2. Prefabricated Wood Buming Top-Venting Fireboxes.I 3. B- Venting (Top) Decorative Gas Appliances.4. B- Venting (Top) Ceramic Fiber, Cement, or Refractory Gas Log Sets.
I 5. Decorativi Gas Appliance Accessories.t B. Related Sections include:
I
I l. Division 15 Section 'Natural Gas Piping" for gas pipe, connections, and venting
requrremenB.
11 2. Division 16 Section "Connections and Cables" for services and connections to electrical
t power, controls, motors, timers, thermostats, and equipment.
I r.2 suBMrrrALSr
. A. Product Data: For each grpe of product indicated.
f B. Shop Drawings indicating installation and venting requirements using manufacturers standard
material desi gnations.
I C. Appliance Schedule: Use same designations indicated on Drawings.
D. Maintenance data.r
1.3 QUALITY ASSURANCElI A. Installer Qualifications: An employer of workers tained and approved by manufacturer for
installation and maintenance of units required for this Project.I
I B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
I intended use.
) C. Gas-Buming Appliances: Comply with ANSI 221 Seriesstandards.
I D. Residential Appliances: Comply with NA-ECA standards.I
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20031557.00 MENDIK RESIDENCE 3/23t2004
E. Testing and Certification Standards: Provide Gas Buming appliances tested in accordance with
ASNI standard 221.50b -1996 (decorative). All components shall be safety U.L. (Underwriter
Laboratories, krc.) certified and listed for installation and operation.
1.4 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer of each appliance
specified agrees to repair or replace residential appliances or components that fail in materials
or workmanship within specified warranty period.
l. Cement, or Ceramic Fiber Lng Components: Two-year limited warranty.2. Gas Appliances: Two-year limited warranty.
PART 2 - PRODUCTS
2.1 MANIJFACTI.JRERS
A. ln other Part 2 articles where titles below introduce lists, the following requirements apply to
product selection:
l. Products: Subject to compliance with requirements, provide the products as indicated in
the Interior Design Product Specification Sheets.
2.2 DECORATTVE GAS APPLIANCES
A. Products: As indicated in Product Specification Sheets.
2.3 FIREBOXES
A. Products: As indicated in hoduct Specification Sheets.
2.4 GAS LOG SETS
A. Products: As indicated in Product Specification Sheets.
ACESSORIES
Products: As indicated in Product Specification Sheets.
Venting Accessories: Provide termination kits, termination caps, offsets, elbows, spacers, wall
shields, and sections as indicated, necessary, and./or typical for each proposed installation.
Fuel Conversion Kit: Provide fuel conversion kit for fuel type listed in documents.
Firebox Accessories : Provide manufacturers standard refractory lining.
A.
B.
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rt E. Ignition; Provide manufacturer's standard electronic ignition, wiring, and wall switch.
I
PART3 -EXECUTION
I 3.I INSTALLATION.GENERAL
f A. Utilities: Comply with Manufacturer's written instructions for high altitude installation.r Calibrate fuel input and bumer size in accordance with manufachres instructions and/or local
codes. Coordinate installation and gas pressures with local utility supplier.
I B. Built-in Equipment: Securely anchor units to supporting framing with concealed fasteners.
Verify that clearances are adequate for proper functioning and rough openings are completely
I concealed. Maintain clearances as recommended in writing by manufacfurer between appliance
I and/or firebox and wall, surround, and mantel finishes. Install hearths in accordance with locally
adopted codes and ordinances of the authorities having jurisdiction over the project.
I C. Provide all accessories indicated or necessary for optimum performance at altitude of project
site with allowances for varying weather conditions including but not limited to wind, snow,
I rain, temperature and barometric pressure.
I''' D. Utilities: Refer to Divisions 15 and 16 for plumbing and electrical requirements.
I END OF SECTION I145I
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- 20031557.00 MENDIK RESIDENCE 3120/2004
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SECTION I I45 I . RESIDENTIAL APPLIANCES
a
PART I -GENERAL
1.1 STJMMARY
I A. This Section includes the followrng:!
1. Cooking equipment including cooktops, ranges, wall ovens, and microwave oven.
I 2. Ventilation range hoods.! 3. Refrigerator/freezers.
4. Icemakers.
I 5. Dishwashers.
fl 6. Clothes washers and dryers.
I
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t A. Product Data: For each type ofproduct indicated.
I B. Samples: For each exposed ftnish.
I C. Appliance Schedule : Use same designations indicated on Drawings.I
D. Maintenance data.I
1.3 QUALITY ASSTTRANCE
I A. hstaller Qualifications: An employer of workers trained and approved by manufacturer for
'' installation and maintenance ofunits required for this Project.
I B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,f Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
intended use.
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I C. Gas-Buming Appliances: Comply with ANSI 221 Series standards.
I D. Residential Appliances: Comply with NAECA standards.
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I r.4 WARRANTY
I A. Special Warranty: Manufacturer's standard form in which manufacturer of each appliance
specified agrees to repair or replace residential appliances or components that fail in materials
I or workmanship within specified warranty period.t
I . Electric Range: Five -year limited warranty for in-home service on surface-burner
elements.
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I RESIDENTIALAPPLIANCES 11451- 1
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20031557.00 MENDIKRESIDENCE 3t20t2004
Microwave Oven: Five-year limited warranty for in-home service on defects in the
magnetron fube.
Refrigerator/Freezer: Five-year limited warranty for in-home service on the sealed
refrigeration system.
Dishwasher: l0-year warranty for in-home service against deterioration of tub and door
liner.
Clothes Washer: 10-year limited warranty for in-home service on the inner wash basket
and outer fub, and five-year limited waranty for in-home service on the balance
suspension system and drive transmission.
PART 2. PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where titles below infroduce lists, the following requirements apply to
product selection:
1. Products: Subject to compliance with requirements, provide one of the products
specilied.
C.
COOKING APPLIANCES
Cooklop:
l. Products:
a. As indicated in hoduct Specification Sheets.
Range:
l. Products:
a. As indicated in hoduct Specification Sheets
Wall Oven:
l. Products:
a. As indicated in hoduct Specification Sheets.
Microwave Oven:
l. Products:a. As indicated in Product Specification Sheets.
2.
Exhaust Hood:
l. Products:
a. As indicated in Product Specification Sheets.
2.
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I 2.3 REFRIGERATION APPLIANCES
I A. Refrigerator/Freezer:
I 1. Poducts:
i. As indicated in hoduct Specification Sheets.
I B. Icemaker:
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f"ot"f; indicated in product specification Sheets.
J 2.4 CLEANING APPLIANCES
I A. Dishwasher:r l. Products:
a. As indicated in Product Specification Sheets.
''' B. Clothes Washer:
I l. Products:I a. As indicated in Product Specification Sheets.
I C. Clothes Dryer:I 1. Products:
a. As indicated in Product Specification Sheets.
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I PART3-EXECUTION
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3.I INSTALLATION, GENERAL
I A. Built-in Equipment: Securely anchor units to supporting cabinets or countertops with concealed
fasteners. Verify that clearances are adequate for proper functioning and rough openings are
I completely concealed.
a B. Freestanding Equipment: Place units in hnal locations after finishes have been completed in
I each area. Verifu that clearances are adequate to properly operate equipment.
C. Utilities: Refer to Divisions l5 and 16 for plumbing and electrical requirements.
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SECTION 12494. ROLLER SHADES
PART I -GENERAL
I.1 SUMMARY
A. This Section includes roller shades and motorized shade operators.
B. See Division 16 Sections for electrical service and connections for motorized shade operation.
c.
SUBMITTALS
Product Data: For each type ofproduct indicated.
Shop Drawings: Include plans, elevations, sections, details, details of installation, operational
clearances, wiring diagrams, and relationship to adjoining Work.
l. Venfu dimensions by field measurements before fabrication and indicate measurements
on Shop Drawings.
Coordination Drawings: Drawn to scale and coordinating penetrations and ceiling-mounted
items.
Samples: For each exposed finish and for each color and texture required.
Window Treatment Schedule: Use same room designations indicated on Drawings.
Maintenance data.
QUALITY ASSURANCE
lnstaller Qualifications: A qualified installer,
manufacfurer's products.
approved by manufacturer to install
Roller Shades Fire-Test-Response Characteristics: Provide products passing flame-resistance
testing according to NFPA 701 by a testing agency acceptable to authorities having jurisdiction.
Electrical Components, Devices, and Accessories: Listed and labeled as dehned in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
intended use.
Corded Window Covering Product Standard: Comply with WCMA A 100.1.
Mockups: Install mockups to verify selections made under sample Submittals and to
demonstrate aesthetic effects and qualities of materials and execution.1. Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Comoletion.
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20031557.00
PART 2 . PRODUCTS
MENDIK RESIDENCE 3/20t2004
ROLLER SHADES:
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1. Am-Sourcelnternational..
2. BTX Window Automation, Inc.
3. Custom Laminations, Inc
4. Draper Shade & Screen Co., Inc.
5. Hunter Douglas Window Fashions.
6. Levolor Contract, a Newell Company, Joanna.
7. MechoShade Systems, Inc
8. MHZUSA..
9. Nysan Shading Systems Ltd.
10. Shade Technologies, Inc.
11. Silent Gliss USA, kr.c
12. SM Automatic.
13. Sol-R-Veil.
14. Springs Window Fashions Division, Inc., Graber.
15. vlMco.
Finishes:
1. Shade Band Material: Color, texture, and pattern as selected from manufacturer's full
range or as indicated.
2. Valance: Color as selected from manufacfurer's full range or as indicated.
3. Metal and Plastic Components Exposed to View: Color as selected from manufacfurer's
full range, unless otherwise indicated.
Shade Band Material: PVC-coated fiberglass and polyester blends.
1. Material Width: Full width of each opening.
Rollers: Electrogalvanized or epoxy primed steel or extruded-aluminum tube of diameter and
wall thickness required to support and fit intemal components of operating system and the
weight and width of shade band material without sagging; designed to be easily removable from
support brackets.
1. Shade Material Attachment: Manufacturer's standard method for attachine shade
material to roller.2. Direction of Roll: Regular, from back or Reverse, from front of roller.
Mounting Brackets: Galvanized or zinc-plated steel.
Fascia: L-shaped, formed-steel sheet or exfuded aluminum; long edges retumed or rolled;
continuous panel concealing front and bottom of shade roller, brackets, and operating hardware
and operators; removable design for access.
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Top/Back Cover: L shaped; material and finish to match fascia; combining with fascia and end
caps to form a six-sided headbox enclosure sized to fit shade roller and operating hardware
inside.
Pocket-Style Headbox: U-shaped, formed-steel sheet or extruded aluminum; long edges
returned or rolled; with bottom cover consisting of slot opening of minimum dimension to allow
lowering and raising of shade and removable or openable, continuous metal access panel
concealing shade roller, brackets, and operating hardware and operators within.
Pocket with Ceiling Slot Opening: Six-sided box units for recessed installation; fabricated from
formed-steel sheet, extruded aluminum, or wood; with bottom consisting of slot opening of
minimum dimension to allow lowering and raising of shade and removable or openable,
continuous metal access panel concealing rollers, brackets, and operating hardware and
operators within.
1. Corner Section: Factory formed and welded.
Bottom Bar: Steel or extruded aluminum and with concealed weight bar as required for smooth,
properly balanced shade operation.
I . Type: Concealed, by pocket of shade material, intemal-
Shade Operation: At areas not indicated as motorized, Manual; with continuous loop bead
chain, clutch, and cord tensioner and bracket lift operator.
l. Position of Clutch Operator: Right side of roller, as determined by hand of user facing
shade from inside, unless otherwise indicated.2. Clutch: Capacity to lift size and weight of shade; sized to fit roller or provide adaptor.
3. Loop Length: Length required to make operation convenient from floor level] [As
indicated.
4. Bead Chain: Nickel-plated metal.
5. Operating Function: Stop and hold shade at
travel.
any position in ascending or descending
Shade Operation: Motorized operator.
Valance: In style as selected from manufacturer's full range or as indicated.
Mounting: Recessed in ceiling pocket, Bottom-up brackets, or as indicated, permitting easy
removal and replacement without damaging roller shade or adjacent surfaces and finishes.
FABRICATION
Product Description: Roller shade consisting of roller, a means of supporting roller, flexible
sheet or band of material carried by roller, a means of attaching material to roller, bottom bar,
and operating mechanism that lifts and lowers the shade.
Concealed Components: Nonconodible or corrosion-resistanlcoated materials.
l. Lifting Mechanism: With permanently lubricated moving parts.
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MENDIK RESIDENCE 3t20t2004
Unit Sizes: Obtain units fabricated in sizes to fill window and other openings as follows,
measured at74 deg F (23 deg C'):
t. Shade Units Installed between (Inside) Jambs: Edge of shade not more than 1/4inch
(6 mm) from face of jamb. Length equal to head to sill dimension of opening in which
each shade is installed.
2. Shade Units Installed Outside Jambs: Width and length as indicated, with terminations
between shades of end-to-end installations at centerlines of mullion or other defined
vertical separations between openings.
lnstallation Brackets: Designed for easy removal and reinstallation of shade, for supporting
fascia, headbox, roller, and operating hardware and for hardware position and shade mounting
method indicated.
Installation Fasteners: Not fewer than two fasteners per bracket, fabricated from metal
noncorrosive to shade hardware and adjoining construction; type designed for sectring to
supporting subshate; and supporting shades and accessories under conditions of normal use.
MOTORZED ROLLER SHADE OPERATORS
General:
1. Factory-assembled motorized shade operation systems designed for lifting shades of type,
size, weight, constnrction, use, and operation frequency indicated and of size and
capacity and with features, characteristics, and accessories suitable for Project conditions
and recommended by shade manufacturer.
2. Include electic motors and factory-prewired motor controls, remote-control stations,
remote-control devices, power disconnect switches, enclosures protecting conhols and all
operating parts, and accessories required for reliable operation without malfunction.3. Include wiring from motor controls to motors. Coordinate operator wiring requirements
and electrical characteristics with the building electrical system.
4. Comply with NFPA 70.
Conhol Equipment: Comply with NEMAICS l, NEMAICS2, and NEMAICS6 with
NFPA 70 Class 2 control circuit, maximum 24-Y ac or dc.
Electric Motors: Ul-approved or -recognized, asynchronous, totally enclosed, insulated,
capacitor-start motors, complying with NEMA MG l, with thermal-overload protection, brake,
permanently lubricated bearings, and limit switches; sized by shade manufacturer to start and
operate size and weight of shade considering service factor or considering Project's service
conditions without exceeding nameplate ratings.
1 . Service Factor: According to NEMA MG l, unle ss otherwise indicated.2. Motor Characteristics: Single phase, I l0V, 60 Hz.
3. Motor Mounting: Within manufacturer's standard roller enclosure.
Remote Controls: Electric controls with NEMA ICS 6, Type I enclosure.
l. Mounting: Recessed or flush.
2. Group Control Stations: Rocker switch.
ROLLER SHADES 12494 - 4
- 20031557.00 MENDIK RESIDENCE 3/zo/2004
I E. Limit Switches: Adjustable switches, interlocked with motor controls and set to automatically
stop shade at fully raised and fully lowered positions.
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PART3 -EXECUTION
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'- 3.1 INSTALLATIoN
I A. hstall roller shades level, plumb, square, and true according to manufacturer's writtenr instructions. Allow clearances for window operation hardware.
I l. Location: Shade band positioned not closer than 2 inches (50 mm) to interior face of
I glass.
I B. Connections: Connect motorized operators to building elechical system.r C. Adjusting: Adjust roller shades to operate smoothly, easily, safely, and free from binding or
I malfunction throughout entire operational range.
D. Cleaning: Clean roller shade surfaces after installation, according to manufacturer's written
instructions.
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3.2 DEMONSTRATIONI
I A. Engage a factory-authorized service representative to frain Owner's maintenance personnel to
adjust, operate, and maintain systems- Refer to Division I Section "Closeout Procedures."
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SECTION I54IO - PLUMBING FIXTURES
PART 1 - GEMRAL
= 1.1 SIJMMARY
I A. This Section includes plumbing fixtures and related components.I
a r.2 suBMrrrAls
-A. Product Data: Include selected fixture and tim, fittings, accessories, appliances, appurtenances,
I equipmenl and supports and indicate materials and finishes, dimensions, construction details,
I and flow-conhol rates for each type of fixture indicated.
I B. Operation and maintenance data.
C. Regulatory Requirements: Comply with requirements in Public Law 102486, "Energy Policy
Anr 'r a!su[ water flow and consumption rates for plumbing fixtures.II D. NSF Standard: Comply with NSF 61, "Drinking Water System Components--Health Effects,"
for fixture materials that will be in contact with ootable water.I
t E. Select combinations of frxtures and trim, faucets, fittings, and other components that are
compa.tible.
t F. Comply with the following applicable standards and other requirements specified for plumbing
fixfures:
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l. Enameled,Cast-honFixtures: ASMEAl12.19.lM.2. Hand Sinks: NSF 2 construction.
3. Plastic Bathtubs: ANSI Zl24.l.4. Porcelain-Enameled, Formed-Steel Fixtures: ASME Al l2.l9.4M.
5. Slip-Resistant Bathing Surfaces: ASTM F 462.
6. Vitreous{hina Fixtures: ASME Al12.19.2M.7. Water-Closet, Flush Valve, Tank Trim: ASME Al 12.19.5.
G. Comply with the following applicable standards and other requirements specified for lavatory
and sink faucets:
l. Backflow hotection Devices for Faucets with Side Spray: ASME Al12.18.3M.2. Backflow Protection Devices for Faucets with Hose-Thread Outlet: ASME A112.18.3M.3. Diverter Valves for Faucets with Hose Spray: ASSE 1025.4. FaucetHose: ASTMD390l.
5. Faucets: ASME Al 12.l8.lM.6. Hose-Corurection Vacuum Breakers: ASSE 1011.
7 . Hose{oupling Threads: ASME B I .20.7.8. Integral, Atmospheric Vacuum Breakers: ASSE 1001.9. NSF Materials: NSF 61.
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PLUMBINGFIXTURES 15410 - I
2003 1s57.00 MENDIK RESIDENCE 3/20/2004
10. Pipe Threads: ASME 81.20.1.
I l. Supply and Drain Fittings: ASME Al 12.18.1M.
Comply with the following applicable standards and other requirements specified for bathtub
and shower faucets:
l. Backllow Protection Devices for Hand-Held Showers: ASME Al12.18.3M.2. Combination, Pressure-Equalizing and Thermostatic-Control Antiscald Faucets:
ASSE 1016.
3. Faucets: ASME Al l2.l8.lM.
4. Hand-Held Showers: ASSE 1014.
5. High-Temperature-Limit Controls for Thermal-Shock-Preventing Devices:
ASTM F 445.
6. Hose-Coupling Threads: ASME 81.20.7.
7. Manual-Conhol Antiscald Faucets: ASTM F 444.
8. Pipe Threads: ASME B1.20.1.
9. Pressure-Equalizing-Conhol Antiscald Faucets: ASTM F 444 and ASSE 1016.10. Sensor-Actuated Faucets and Electrical Devices: UL 1951.ll. Thermostatic-Control AntiscaldFaucets: ASTM F444 andASSE 1016.
Comply with the following applicable standards and other requirements specified for
miscellaneous fi ttings:
1. AtmosphericVacuumBreakers: ASSE 1001.
2. Brass and Copper Supplies: ASME Al 12.18.lM.
3. Plastic Tubular Fittings and Piping: ASTM F 409.
4. Tubular Brass Drainage Fittings and Piping: ASME At 12.18.IM.
Comply with the following applicable standards and other requirements specihed for
miscellaneous components:
l. Disposers: ASSE 1008 and UL 430.
2. Floor Drains: ASME Al l2.2l.lM.
3. Hose-Coupling Threads: ASME B1.20.7.
4. Hot-Water Dispensers: ASSE 1023 and UL 499.
5. Off-Floor Fixture Supports: ASME A112.6.1M.
6. Pipe Threads: ASME B1.20.1.
7. Plastic Shower Receptors: ANSI 2124.2.
8. Plastic Toilet Seats: ANSI 2124.5.9. Supply and Drain Protective Shielding Guards: tCC A I I 7. I .
PART 2 - PRODUCTS
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2.r MANUFACTURERS
In other Part 2 articles where subparagraph titles below
requirements apply for product selection:
l. Products: Subject to compliance with requirements,
soecified.
introduce lists, the following
provide one of the products
PLUMBING FXTURES 15410 - 2
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! 2. Manufacturers: Subject to compliance with requirements, provide products by the
manufacturers specifi ed.
r 2.2 LAVATORY FAUCETS
I A. Lavatory Faucet: krclude hot- and cold-water indicators; coordinate faucet inlets with supplies!'
and fixture holes and outlet with spout and fixtr.re receptor,
I l. Products:!
^. As indicated.
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2.3 BATHTUB FAUCETS
t A. Bathtub Faucet: Include hot- and cold-water indicators; tub spout; and shower head" arm, and
flange. Coordinate faucet inlets with supplies and outlet with diverter valve.
t t. Manufacturers:
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a. As indicated.
2.4 SHOWER FAUCETS
I A. Shower Faucet: Include hot- and cold-water indicators; tub spout; and shower head, arm, and
flange. Coordinate faucet inlets with supplies and outlet with diverter valve.I
I 1. Manufacturers:
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2,5 SINK FAUCETS
I A. Sink Faucet: lnclude hot- and cold-water indicators; coordinate l-aucet inlets with supplies and
fixture holes and outlet with spout and fixture receptor.
I l. Manufacturers:
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a. As indicated.
2.6 TOILET SEATS
a A. Toilet Seat: Sotid plastic.
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1. Manufacturers:
a. As indicated.
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20031557.00 MENDIKRESIDENCE 3/20/2W4
DISPOSERS
A. Disposer,: Continuous feed, household, food-waste disposer. Include I l5-V ac, 1725-rpa3l4-
hp motor with overload protection and reset button; wall switch; corrosion-resistant chamber
with jam-resistant, cutlery- or stainless-steel grinder or shredder; NPS l-ll2 (DN 40) outle!
quick-mounting, stainless-steel sink flange; antisplash guard; and combination cover/stopper.
l. Manufacturers:
a. As indicated.
2. Model: Sound-insulated chamber and stainless-steel outer shell.
HOT-WATER DISPENSERS
A. Hot-Water Dispenser: Household t'rpe with instant on-off control; insulated, corrosion-
resistant-metal storage tank that is open to atrnosphere; electric, ll5-V ac, heating element;
chrome-plated faucet or spout; removable stainer; thermostat contol for water temperature up
to 190 deg F (88 deg C); and thermal-overload protection.
l. Manufacturers:
a. As indicated.
2. Minimum Tank Capacity: 0.3 gal. ( 1.3 L)
WATER CLOSETS
A. Water Closets:.
1. Products:
a. As indicated.
2. Supply: NPS l/2 (DN 15) chrome-plated brass or copper with wheel-handle stop.
2.10
A.Lavatories:
l. Products:
a. As indicated.
BATHTUBS
Bathtubs:
L Products:
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a. As indicated.2. Supplies: NPS 1i2 (DN I 5) copper tubing with ball, gate, or globe valves.
3. Drain Piping: NPS 1-i/2 (DN 40) cast-brass trap and waste.
2.12 KITCHEN SINKS
A. Kitchen Sinks:
l. Products:
a. As indicated.
2.13 SERVICE SINKS
A. Service Sinks:
l. Products:
a. As indicated.
PART 3 - EXECIJTION
3.I FD(TUREINSTATLATION
A. Assemble fixtures, trim, fittings, and other components according to manufacturers' written
instructions.
B. Install floor-mounting fixtures on closet flanges or other attachments to piping or building
substrate.
C. lnstall floor-mounting, back-outlet water closets attached to building floor substate and wall
bracket and onto waste fi8ing seals.
D. lnstall counter-mounting fixtures in and attached to casework.
E. Install fixtures level and plumb according to manufacturers' written instructions and roughing-in
drawings.
F. Install water-supply piping with stop on each supply to each fixture to be connected to water
distribution piping. Attach supplies to supports or substrate within pipe spaces behind frxtures.
Install stops in locations where they can be easily reached for operation.
1. Exception: Use ball, gate, or globe valve if stops are not specified with fixture. Refer to
Division 15 Section "Valves" for general-duty valves.
G. lnstall trap and tubular waste piping on drain outlet of each fixture to be directly connected to
sanitary drainage system.
PLUMBTNG FXTURES 15410 - 5
20031557.00 MENDIKRESIDENCE 3120/2004
Install tubular waste piping on drain outlet of each fixture to be indrrectly connected to drainage
system.
lnstall flushometer valves for accessible water closets and urinals with handle mounted on wide
side of compartment. Install other actuators in locations that are easy for people with
disabilities to reach.
Install tanks for accessible, tank-tJpe water closets with lever handle mounted on wide side of
compartment.
Install toilet seats on water closets.
lnstall faucet-spout fittings with specified flow rates and patterns in faucet spouts iffaucets are
not available with required rates and patterns. Include adapters if required.
Install water-supply, flow-contol fittings with specified flow rates in fixture supplies at stop
valves.
Install faucet, flow-control fittings with specified flow rates and pattems in faucet spouts if
faucets are not available with required rates and pattems. Include adapters if required.
Install shower, flow-control fittings with specified maximum flow rates in shower arms.
lnstall traps on fixture outlets.
1. Exception: Omit trap on fixtures with integral haps.
Install disposer in outlet of sinks indicated to have disposer. tnstall switch where indicated or in
wall adjacent to sink if location is not indicated.
lnstall hot-water dispensers in back top surface of sink or in counter with spout over sink.
lnstall escutcheons at piping wall ceiling penetrations in exposed, finished locations and within
cabinets and millwork. Use deep-pattem escutcheons if required to conceal protruding fittings.
Refer to Division 15 Section "Basic Mechanical Materials and Methods" for escutcheons.
Set bathtubs in leveling bed of cement grout. Refer to Division 15 Section "Basic Mechanical
Materials and Methods" for grout.
Seal joints between fixtures and walls, floors, and counters using sanitary-t)?e, one-part,
mildew-resistant, silicone sealant. Match sealant color to fixture color. Refer to Division 7
Section "Joint Sealants" for sealant and installation reouirements.
CONNECTIONS
Connect water supplies from water distribution piping to fixtures.
Connect drain piping from fixtures to drainage piping.
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2003 1557.00 MENDIKRESIDENCE 3t20t2004
Supply and Waste Connections to Plumbing Fixtures: Connect fixtures with water supplies,
stops, risers, traps, and waste piping. Use size fittings required to match fixtures. Connect to
plumbing piping.
Supply and Waste Connections to Fixtures and Equipment Specified in Other Sections:
Connect fixtures and equipment with water supplies, stops, risers, haps, and waste piping
specified. Use size fittings required to match fixtures and equipment. Connect to plumbing
piping.
PROTECTION
Provide protective covering for installed fixtures and fittings.
Do not allow use of fixtures for temporary facilities unless approved in writing by Owner.
ENDOF SECTION I54IO
C.
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B.
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iSH,P"['t#"q Zl zo*kll",[,5,,$'*'**a'-"1*"'*
ARCHITECTURE . PLANNING. INTERIORS
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VAIL MOTINTAIN LODGE
VAIL, COLORADO
Fo.f- ooY/
Detail Manual
031557.00
CD - Final Set
August 20,2004
SANTABARBARA -12 E H R E N V A I L
(s0s)963.6s90 FAX (s0s)963-8102 7 - ;,^-^sanrabarbara(ozehren com
--
ANDASSOCIATES, lNC. i"'' i-o-' " n ' ", c o m
ARCHITECTURE . PLANN ING ' INTERIORS
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Detail Nlanual
Table of Contents
CD- Final Set: August 20,2004
Bold indicates new information.
Italic indicates information not yet issued.
Architecture
I Section 2: General Notes and Construction Assembly Types
! 2.010 Detail Manual General Notes
2.011 Detail Manual General Notes Cont'd
! 2.100 ExteriorWallAssemblyWl
2.l0l Exterior Wall Assembly W2
t 2.200 Interior Wall Assembly Pl (6" stud)
r 2.201 Interior Wall Assembly P2 (existing 6" stud with 2 %" stud)
2.202 Interior Wall Assembly P3 (4" stud)I 2.203 InteriorWallAssemblyP4(newCMUwall)
, 2.204 Interior Wall Assembly P5 (existing CMU wall)
r 2.205 lnterior Wall Assembly P6 (6" stud- STC Rating 56)r 2.206 Interior Wall Assembly P7 (4" stud- STC Rating 56)
2.207 Interior Wall Assemblv P8 (2 hour Shaft wall)
r 2.208 Interior Wall assembly P9 Q-112" stud)t
2.300 Floor Assembly Fl
- 2301 Floor Assembly F2
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2A00 Ceiling Assembly C1
2.401 Ceiling Assembly C2
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2.500 Roof Assembly Rl
I Section 3: Plan and Section Details
3.300 Deck Drain @ Master Deck
I Section 4: Roof Details
- 4.100 Eave at Mechanical Deckr 1?33 iif ;'.yi"*"icar
Deck
4.501 Copper Chimney
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Section 5: Stair Details
a 5.100 Enlarged Stair Plans
I Table of Contents CD Final Set Date: August 20, 2004
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The Mendik Residence 20031557.00
5.101 Stair Section
5.102 StairDetails
5.103 Stair Details
5.104 Typical Deck Handrail
5. 105 Deck Handrail at Master Bedroom
Section 6: Door Details
6.100 Exterior & CorridorDoor Schedule at Level 196
6.101 Exterior & CorridorDoor Schedule alLevel20T
6.102 InteriorDoor Schedule at Level 196
- 6.103 InteriorDoor Schedule atLevel20T
6.200 Interior Door Type I
6.201 lnterior Door Type 2
6.202 Interior Door Type 3
6.203 Interior Door Type 4
6.204 Interior Door Type 5
6.205 Exterior Door Type 6
6.206 Exterior Door Type 7
6.207 Exterior Door Type 8
6.208 Exterior Door Type 9
6.209 Interior Door Type 10
6.300 Head at Interior Wall
6.301 Head at Interior Wall- Pocket Door
6.302 Head at Interior Wall- Swing
6.303 Head at Exterior Wall- Wood
6.304 Head at Exterior Wall- EIFS
6.305 Door Head to Window Sill
6.306 Door Head to 90 Min Door
6.400 Jamb at Interior Wall
6.401 Jamb at Interior Wall- Pocket Door
6.402 Jamb at Interior Wall- Swing Door
6.403 Jamb at Exterior Wall- Wood
6.404 Jamb at Exterior Wall- EIFS
6.405 Jamb at 90 Min Door
6.500 Sill at Exterior Wall
6.501 Sill at Rated Doors
6.502 Sill at Exterior Wall with Curb
Section 7: Window Details
7.100 Window Schedule at Level 196
7.101 Window Schedule atLevel20T
7.200 Window Types
7.201 Window Types
Table of Contents CD Final Set Date: August 20, 2004
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7.300 Window Head
7.301 Sltylight Head
7.400 Window Jamb
7.401 Slq'light Jamb
7.500 Window Sill
7.s01 Slqlight SiU
7.502 Window Sill at Roof
Section 8: Fireplace Details
8.100 Family Room Fireplace Plan
8.101 Family Room Fireplace Elevation
8.102 Family Room Fireplace Section
8. 103 Family Room Fireplace Perspective
8.200 Dining Room Fireplace Plan
8.201 Dining Room Fireplace Elevation
8.202 Dining Room Fireplace Section
8.203 Dining Room Fireplace Perspective
8.300 Master Bedroom Fireplace Plan
8.301 Master Bedroom Fireplace Elevation
8.302 Master Bedroom Fireolace Section
8.400 Bedroom #4 Fireplace Plan
8.401 Bedroom #4 Fireplace Elevation
8.402 Bedroom #4 Fireplace Section
8.403 Bedroom #4 Fireplace Perspective
Section 9: Miscellaneous Architectural Details
Section 10: Interior Details
10.010 Interior Design General Notes
10.01 I Interior Design Bath General Notes
10.012 Interior Design Millwork Notes
10.100 Roorn Finish Schedule Level 196
l0.l0l Room Finish Schedule Level 207
10.200 4 t/," Typical Base M1
10.201 4 %" Typical Crown M2
10.202 4 %" "Iypical Crown with Light M3
10.203 2 %" Typical Case M4
10.204 Typical Door Case
10.205 Bathroom Cabinets
10.206 Laundry Cabinets
20031557.00
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10.207 Bar Cabinets- Upper
10.208 Light Valance M6
10.209 Light Valance M5
10.210 Light shade Valance M7
10.305 Bar (plan & elevation)
10.400 Bath 1 (plan)
10.401 Bath l(elevation)
10.402 Bath I (elevation)
IO.4O3 NOT USED
10.404 Bath 2 (plan)
10.405 Bath 2 (elevation)
10.406 Bath 2 (elevation)
IO.4O7 NOT USED
10.408 Bath 3 (plan)
10.409 Bath 3 (elevation)
10.410 Bath 3 (elevation)
IO.4I ] NOT USED
10.412 Bath 4 (plan)
10.413 Bath (elevation)
10.414 Bath (elevation)
IO.4I5 NOT USED
10.41 6 Powder (plan & elevations)
IO,4I7 NOT USED
10.418 Master Bath- Hers (plan)
10.419 Master Bath- Hers (elevation)
10.420 Master Bath- Hers (elevation)
10.421 Master Bath- Hers (elevation)
10.422 Master Bath- Hers (elevation)
10.423 Master Bath- His (plan)
10.424 Master Bath- His (elevation)
10.425 Master Bath- His (elevation)
10.426 NOT USED
10.427 Offtce Bath (plan)
10.428 Office Bath (elevation)
10.429 Offrce Bath (elevation)
10.430 NOT USED
10.431 Laundry Room (plan)
10.432 Laundry Room (elevation)
10.433 Laundry Room (elevation)
10.434 Laundry Room (elevation)
10.500 Guest Closet (plan & elevation)
10.501 Sheli/Rod Details
10.502 Entry Linen Closet (plan & elevation)
10.503 Shelf/Support Details
IO.5O4 NOT USED
10.505 Coat Closet (plan & elevation)
10.506 Coat Closet (elevation)
10.507 Coat Closet (elevation)
20031 557.00
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10.508 Coat Closet (elevation)
IO.5O9 NOT USED
IO.5IO NOTUSED
IO.5II NOTUSED
I0.512 NOTUSED
I0.513 NOT USED
IO.5I4 NOTUSED
I0.515 NOT USED
10.516 NOT USED
I0.517 NOT USED
10.5 I 8 Broom Closet (plan & elevation)
10.600 Bedroom #l- North Window Wall
10.601 Bedroom #2- North Window Wall
10.602 Bedroom #3- North Window Wall
10.603 Breakfast Nook- East Window Wall
10.604 Breakfast Nook- South Window Wall
10.605 Dining Room- East Window Wall
10.606 Living Room- NE & E Window Wall
10.607 NOTUSED
10.608 Living Room- SE & S Window Wall
10.609 NOTUSED
10.610 Living Room- SW Window Wall
10.611 Living Room- West Window Wall
10.612 Family Room- Window Wall
10.613 Game Area- East Window Wall
10.614 Game Area- SE, S & SW Window Walls
10,615 NOTUSED
I0.616 NOTUSED
10.617 Bedroom fl4- South Window Wall
10.618 Bedroom #4- West Window Wall
10.619 Bedroom fi4- South Window Wall (2)
10.620 NOTUSED
10.621 Master Hall- North WindowWall
10.622 Master Bedroom- North Window Wall
10.623 Master Bedroom- East Window Wall
10.624 NOTUSED
10.625 Master Bedroom- South Window Wall
10.626 Master Bedroom- West Wall
10.627 Office- South Window Wall
10.628 Office- Desk Wall
10.629 Office- East Wall
10.630 Office Hall- North Wall
10.631 Hall 203- Stair Wall
I 0.700 Floor Transitions- Wood/Carpet
I 0.70 I Floor Transitions- Carpet/Stone
10.702 Floor Transitions- Carpet/Epoxy River stone
I 0.703 Floor Transitions- Wood./Stone
I0.704 Floor Transitions- CarpeV Stone (1-ll4")
10.705 Sections @ Shower Niche
2003 1557.00
Table of Contents CD Final Set Date: Ausust 20- 2004
I G=NERAL NOT=3
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I. DO NOT gCALE DRAIIJINGg,
2- DII-lEN5IONg ARE TO FACE G 5TUD, CENTERLINE OF GRID,
AND FACE OF CONCRETE, UNLEgg NOTED OTHERI.I,,IEE.
3. ALL AN6LE9 ON PLANg ARE 3O OR 45 DEGREEg, IX{LEgg NOTED OTI]ERU,JI9E.
4. NOTIFY ARCHITECT OF ANY DIgCREPANCIEg OR CONFLICTg
IN DOCI.IHENTg PRIOR TO DEIIOLITION, CONSTRLICTIOT{, OR
ALTERATION OF EXIgTII.{G OR NEIU gTRUCTURES-
5. PRovlDE ALL NECE99ARY BLocKlt\t3 lN lJJooD . |IETAL STUD l.l,ALLg
AND CEILIN69, LOCATIONg INCLUDE BTIT ARE NOT
LIHITED TO TOILETg, B.AIH ACCE95ORIES, CEILING AND
IUALL I.IOUT.ITED ELECTRICAL F I XTUREg, gI-.IEL\€g, CLOgET
ROD5, CABINETRY, COIJNTERTOP9, AND FALgE BEAI1g.
Adopled Code, 2O@3 lnLernatlona I Bullding Code
ConsLrucllon Tgpe' Tgpe ll-A
Primarg Occupancg, R-2
llaximum l-.lelght, 85 feet, > slories (lletgtrlledtflc.alic.n >O42)
l-la ximum Area, 24,@OO equare feel
5ecLlon 3@l - Uee and Occuoancu Classlllcatlon
Oec:u?anclg Classific,allon U"- -
Group A-2! Assemblg Reetaurant
Grou? A-3t Assemblg l-.lea lth club
GrouP Bt Business Oft\ce
Group R-l! Resldentia I Hotel
Group R-2 Regidentlal AparlnenlFraclional Fee
Group 5-1 Slorage - noder ale Hazard lllgcellaneoug Hotel glorage
Group 9-2 5lorage - Low l4azard Parklng Garage
Group 9-2 glorage - Low Hazard Slorage - Food Prodvcls
Oc,cupancg 5eparallon - lable 3A233,, Exce?llon 3@2.3.3 - I hour redvcllon for lullg s?rlnkilered bullding
Adlacencs geparaLlon (lable 3O2.3,3) ,5eparallon (w/ Reducllon)A-1./A-3 2'Hor.ir I HourA-2/R-22Hourll1otx
A-t/t<-tzHourtHour
R-2/5-l 3 Hour 2 Hour
R-2/9-22!-lourlAour
R-2lR-22f{ourlHour
bO2.2 lgpes land ll conslrucllon Tgpes I and ll conslrucllon are thoee tgpee
conslrucllon |n urhich the buildlnq elements listed h Table bOl are of
non- combvslib le materla le
Table 6@l
tsuilding Element Rating
9tructura I Frame I hour
Bearlng tlJa lle I hour
Exlerior non-bearlna ualls Table 6O2
lnlerlor non-bearind-walls O hrlur
Floor consLruct ion- | hour
Rool Conslruct ion I l.raur
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-
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'805195r{102
FROJECIN tlE, PROJECT rlO' @31951
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAT',D.I6 TITLE'
DETAIL IIANUAL GENERAL NOTES
5CALE. tln" . t-o" DA1E, ln2/O1
DRAltl.l BY, KE .J
CFIECKED EY, CA
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g}]EET,
2.OlA
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lable 6O2
Flre 9e?. DlEt. Ratlng
C5 feet, lhour
P5', tlo' I hour
ela', l3O' I l.roureVO' @ t:cur
6@3.1 Allouablc l'l6tcrlals. Cambugtlbl€ matcrlals efrall be r'c/inlLlcd ln bulldlnds
ol Tgpc I or ll conctructlon ln the folloutng appllcallons 'and ln accordanee itlLh
Secllons 6o3.l.l llrough 6O3.],3.
4. rool c'overlnqe that have an A, 9, or C, cld6slfl€.a|.lon.
6. Vrl€'re nat lnstallcd over l5 leel above grade, s+pu wlndou$, nalllng or lvrlng
sLrlps, woodqt bulkleadg belou sltcur uindours, thelr frafieg, aprons, and
shouJcaseo.
lO. Cc,ftburllble exle'lor uall @verlngs, balconles, or slmllar appqldages ln
accordatEc lilth Clur2ter 14.
lf. Block|ng lor llEJ}drall', mllhlorl(" cablnetg, and ulndou and doorframes.
14O9.4 Ubod vcncers. Ubod wqtese on e><lerlor urallo ot bulldlngc of Tgpe l, ll,
ll, and lv construcllon sf€ll not be less than l-lnch nanlnal thlckncae and chall
c,onforlil. to tfre lollaurlng:
f. The veneer daec tl€l exceed three etorlec ln helght, neasured lorn gradc
cxcspt u,f|'r(" flr.c reLardanl l.realed uood lc ueedt thc helqh ofull not cxccd
four itarlec,
2.11e vqeer lc attachcd lo or ful.red ftofi a t:pn-coltbuctlblc backhg that ls
ffre reolatant raied as requied bg other provlslon' of thl9 c.ode
1O6) Flrc ?arrlerc, Gqte'aL FEe Aa.rlers used lor se?arallon of chafts, exltc,
exlt Pas3ageiltgs, horlzontal exltr or lncldentAl txlc areas, to sqaralc
dlffercrlt oc'c'vPancles, lo ae?arale a clnglc occt-pareg lnta dlfferent flrs
area3, d lo scparale o|.la areac 0*Er€ a flra barrler lc requlrd-
1O12 *tatl enelocures reqvlred. Opqllngs tl.raugh a floo?l.-'lllng aoaarblg
shall be p?olccted bg a sha ft qelo6we.
1@1.4 Flre reslstarce ?allng.2 hours for lour stories or more. I lr4ur eorr,ectln4
lecc lhan four 6torlcs,
1O8.1 Flra parllllcn', Gq,era l- Thc follourlng uall asaeiibller sf€ll complg njllh thio
eectlan.
l. UJa116 acparathg sleqftE tmlta in accupancle. ln Grorlp R-l hatel
occu?anclec, and R-2.
2- Corrldor uraf fc ac raqutred bg Secllotl 1016.l.
lagj Flrc rcBlctlvs ratlng. The flr€-rerletlye rallng ol the walls shall be I haw-
geEUon 115 qq,lng ?rolecllves
Tablc '1193
Aeocmblg Tgpc Rcqulred Ratlng l'11n. Flrc Door Ratlng
ElLe- Barrlerr? gha ft, cxlt enclasure, cx.ll Facsao'euraq? Other Flre Barrlers 2 Flaud l-laurl l-laut@ lll1ulc 6O l1lneic49 llinule
Flre Fartiflans? Coftldor UJallEr Other Partltlon6 | l-lourl l-laur 2O l1lnvLe49 nlruLe
Extsrlor 0hllc I l-lour 45 llinute
iablc 8o39
Inte?lar ttlall and Celllng Flnlrh requlraierts bg occupancg
Gro\.P t/g;rllcAl cxlts arxC exlt Paeeagcuags Exlt access cofildors atd olh€' sxltuagc Raoad qlclo6cd soacea
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Jable lOO9.l Egracr urldth ?q occtpanl se\ed
OccuP anc.g gta lrurass Ollre'r c.o'I.ponenl'
42, 43, R1, e, B, I O2 0.1b
lo@n.l glalruag u,ldth Tf|g u,idth of stairurags ehall be delernlned bg gecllon l@O9.1
but not lcrs *an 44 lndr,cs- gtalrurag6 scrvltg and oec;upant load ol lec. lh€n 5@
ehall havc u,Jldth not leos than t6 tn*rc,c.
lOO92 \4eadroofiL 6ta lruagc cfrall fuvc a mtntmun lEadroon ot M ln+€,s.
lOOa3 glatr lread' and rlscro. gtalr rtgcrs helql|tc glnll be 'l Inc}es naxlnun- gtalr
lread deplfE shall bc ll lnctEs rnlnlmum. tl./lthln Jruclltng untb in R-2 o6;c;vpanc,let, ItE
maxfnun rfcar hclgh. shall be 'l-'15 lnchea and ths mlnlmun lread dcplh shall bc lO
lnchcc. A noclng ol l2t ltlE}E'. cfull be ?rovldcd on cialru,ags urlth 6olld rlcsr3
uJfr€re ths lrcad der,th ls lcs6 tf€n ll Incfrcs.
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PROJECI NA1E, ?@JECI t@t a31691
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAIIJI}.16 TITLE:
DETAIL F1ANUAL GENERAL NOTE5. CONT'D
9C.ALE: t-v2" . t'-o" DAret ln2/O4
DRAUJN BY' KgJ
CI.IEd<ED BY, CA
r39UE,t3gUE
9gEEl.
2.Oll
)A6tO+
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INTERIOR
FLOOR]CEILING OR
ROOFICEIL ING A99EI1tsLY
SEALANT TYPICAL
STEEL STUD-ALLOuJ FOR DEFLECTION
TOP RUNNER
gOUND BARRIER
VAPOR RETARDER
taE,AI)
GLA39IIAT TUATER
RESIgTANT BACKNG
BOARD AT gI]OIUER AND
TUts TILE LOCATIONIg
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5/8' TYPE X GIIJB
f" TYPE 9 9CREIU a 8u O.C. -
I" TYPE 9 gCREUJ a l2u O,C. -
BATT INgULATION
PANEL EDGES
PANEL FIELD
6, WIDE . 22 GAUGE I,IETAL 9TUD9 @ 24U O.C.
20' -@, HAxtfluf,l ttEtGHT
U/8'IY?E X EXTERIOR GYP9UI,1 gI.{EATHING
I'' TYPE 9 gCREIU A 8'' O.C. - PANEL EDGEg
I" TYPE 9 gCREIIJ A IzU O.C. - PANEL FIELD
AIR INFILTRATION BARRIER
lxa FIRE TRATED UooD 9lDlNG
FINIgH TO NATC,H EXIgITNG
REFERENCE ELEVATIONg
Ve" x 20 GAT]I3,E I-.IORIZONTAL FURRING CHANNELro EA'H STUD W (2) h" 5-t2 STEEL 9CREIUS
2-)r" 9TA|NLE99 9TEEL 9CRETUS - z/B,OAFp--
BOITOYI RUNNER
gEALAIT TYPICAL
FLOOR OR
FLOOR/C.EILING AggEI1BLY
I I-{OIJR RATINGu].. DEs u4l3 0R 451
5IC >6
NOTE, 9IJtsSTITUTE TYPE X NOTE: gIJBSTITUTE TYPE X
@ 16" o.c.
DRAII'.I BY: KSJ
cI]Ec/<ED OY, CA
tgsuE: t99uE
9I1EET,
2.100
1t6/04
IUATER REgIgTANT
BACKING BOARD AT ALL
OTHER TILE LOCATIONg
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1- rsosr e53{seo F^x (8{r5} e63{r 02
FFOJEcT NAG. PROJECT I'IO, @31b51
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAultl.,l6 1|TLE,
EXTERIOR TIJALL A99EF1tsLY IIJI
SC.ALE: t-t/2" . l'-o" OAIE. ln2/O1
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EXTERIOR
+.IEAD
PLAN
t'A9E
..l'LA9,9I'1AT UJATER
REgISTANT BACKINIG
BOARD AT gI-.IOII,IER AND
TUB TILE LOCATIONg
INTERIOR
FLOOR/CEILING OR
ROOF/CEILING A9SEI,IBLY
gEALANT TYPICAL
gTEEL gTUD-ALLOIU FOR DEFLECTION
TOP RUNNER
SOUND BARRIER
VAPOR RETARDER
>/8, TYPE X GUB
I" TYPE 9 gCREIIJ 6 O' O.C. - PANEL EDGES
I'I TYPE 9 SCREuJ A 12' O.C. - PANEL FIELD
tsATT INgULATION
6' WIDE - 22 GAUGE IIETAL 9TUD9 O
t9' -o" t1Axtfl.Jf1 HE rGHr
GLA39 IIAT GYPgUH gHEAT{.IING
I'TYPE 9 gCREIIJ A E'' O.C. - PANEL
I" TYPE 9 9CREiU A 12" O.C, - PANEL
AIR INFILTRATION BARRIER
IIJATER REgISTANT
BACKING BOARf) AT ALL
OTI.IER TILE LOCATIONg
FROJECT NA1E, PROJECT NO: A3851
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAUJNG lltLE,
EXTERIOR UJALL AggEMBLY U2
SCALE: l-W' , l'-O" DAIE' ln2/O1
24'OC.
EDc,Eg
ElEl r!
EIFg TO IIATCI] EXISTING
REFERENCE ELEVATIONS
PRovlDE ADDITIO}IAL LAYER oF REINFoRCEHENT
TO POINT 6'-A'' HINIIIIJII ASOW FINISHED GRADE
Bo't'totl RLNNER
SEALANT TYPICAL
FLOOR OR
FLOOR/ CEILING AggEI1BLY
I HOIJR RATINGuL. DEg U4l3 0R 4515rc b6
NOTE, 9Uts9TITUTE TYPE X NOTE, 9UB9TITUTE TYPE X
I
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l7/*,.*,,^u,m
a
-
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DRAUN EY: K9J
C)+ECFED AY, CA
rgeuE: tgguE
s*.lEEl,
z -twl
4/blo1
PLAN
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INTERIOR
I-,IEAD
GLAS.9IIAT II'ATER
RESISTANT BACKING
BOArc AT SHOIIJER AND
TUB TILE LOCATIONg
INTERIOR
FLOOR/CEILING OR
ROOFICE ILING Ag5EI1BLY
gEALANT TYPICAL
STEEL gTUD.ALLOIIJ FOR DEFLECTION
TOP RTINNER
gOUND tsARRIER
5/A' IY?E X GtlJE
l" TYPE 9 gCREUJ a 8', O.C. -
l" TYPE 9 gCREUJ a 12" O.C. -
PANEL EDGE5
PANEL FIELD
I HOUR RATING
u.L. DEg U4l'3 OR 46>
9fC 9l+
NOTE, 9I.]ts9TITUTE TYPE X NOTE, SUB9TITUTE TYPE X
6,1 WIDE - 22 GAUG.E IIETALV'-O'NA)<INUH HEIGHT
9TUD9 6 24r O.C.
5/A' TY?E X GIUB
I" TYPE 9 9CREIIJ A 8U O.C. - PANEL EDGE5
I" TYPE 9 gCREu] A I2' O,C. - PANEL FIELD
coNTtNuoug
gOIJND BATT
gOUND BARRIER
tsOJTOYl RUNNER
SEALANT TYPICAL
FLOOR OR
FLOOR/CEILING AgSEfi tsLY
DRAIIN BY: I(s\J
CI]ECKED EY,
'Lr99uE, tgSuE
2.200
4/b/o4
UJATER REgIgTANT
BACKIiIG B,OARD AT ALL
oTl-.tER T|LE LocATtor.,tg
FROJECT NA|TE. V@JECT NO. O'1991
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRA.!D.l(r lltLE,
INTERIOR II'ALL AggEI1BLY Pl
*ALe, rln" , t'-o, DAIE. 1n2to1
-t-Lrrr\Llr
t 7/;s;*#,^ffii**ri**
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EXTERIOR
HEAD
PLAN
F./\a,E
I HOI]R RATINGuI- DES U4t3 0R 451
31C bb+
NOTE, SI,Jts9TITUTE TYPE X
GLA5S I'1AT IIJATER
RESIgTANT BACKING
BOARD AT gHOIIER AND
TUB TILE LOCATIONS
INTERIOR
FLOOR/CEILING OR
ROOFICEILING A5gEI1BLY
gEALANT TYPICAL
gTEEL gTUD-ALLOuJ FOR DEFLECTION
TOP RTJNNER
b/8, TYPE X GuE
I" TYPE S SCREU, A 8' O.C.. PANEL EDGEg
I" TYPE 9 gCREI]J 6 l'2" O.C.. PANEL FIELD
gOUND BARRIER
BATT INgULATION
22 GAUGE IIETAL 9TUD9 A 24' O.C. UJIDTH VARIEg
REFERENCE PLAN
2-t/2" WIDE - 22 GAUGE |IETAL 9TUD9 a 24u O.C.lo'-o'nAxtfrufl HETGHT
b/9, IYPE X GIJ.B
I'' TYPE 9 rcREU A 8' O.C. - PANEL EDGES
I'' TYPE 5 rcREUJ A 12' O.C. - PANEL FIELD
)/e" A|R;5?ACE
REgILIENT CI-IANNEL A 24, O.C. ATTACHED
10 EAC'H 9TUD U.J/ h" 3-t2 9TEEL gCREuJg
B'O11c{1 RLINNER
gEALANT TYPICAL
FLOOR OR
FLOOR,/CEILING A99ET1tsLY
NEIIJ OR EXIgTINC IIETAL gTUD uJALL
I
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'7/-,ro**ruwa
-
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NOTE. ST]B9TITUTE TYPE X
IIJATER REgIgTANT
BACKll.lG rcARD AT ALL
OTHER TILE LOCATIONg
PROJEcT NAI1E, FROJECT NO. @91551
I-IENDIK RE9IDENCE
VAIL I'IOUNTAIN LODGE
DRATIJI}.I6 IITLE.
INTERIOR TUALL AggEI1BLY P2
gCALtu l-L2. . t,-o,' DAl* n2/O1
DRAUN BY: K9'
CI.]ECKED tsY. TL
t99UE: ti,9UE
2.201
4/bto4
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INTERIOR
HEAD
PLAN
BA9E
INTERIOR
FLOOR/CEILING OR
ROOFICEILINC AggEF1BLY
gEALANT TYPICAL
gTEEL gTUD-ALLOIIJ FOR DEFLECTION
TOP RUNNER
9/8' TYPE X GIUB
I'' TYPE 9 SCREIU A 8'' O.C. - PANEL EDGEg
I'' TYPE 3 gCREUJ A ]2N O.C. - PANEL FIELD
gOUND BARRIER
IIJIDE - 22 GAUGE HETAL
-A" HAXIIII,JII HEIGHT
9TUD9 a 24t'O.C.
coNTtNuous
gOUND BATT
gOUND BARRIER
b/8, TYPE X GIUB
1" TYPE 5 gCREUJ a 8u O.C. -
1" TYPE 9 gCRErrJ a 12',O.C. -
BOJIOII RUNNER
gEALANT TYPICAL
FLOOR OR
FLOOR/C,EILING ASSEI1BLY
PANEL EDGES
PANEL FIELD
I }.IOIJR RATINCuI. DEg U4l3 0R 465
ETC >I
NOTE, SIJB9TITUTE TYPE X
GLA5S I1AT [IATER
RESISTANT BACKINC
BOARD AT gHOIIER AND
TUB TILE LOCATIONg
NOTE, 9I]B9TITUTE TYPE X
IUATER REgIgTANT
BACKINC BOARD AT ALL
OTHER TILE LOCATIONg
FROJECT MI€: PROJECT I"IO' @31551
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAllitr.lc TtlLE,
INTERIOR II'ALL A5gEI1BLY P3
rcAlE.ttn" . t'-o. DAJET lnz/@4
DRAIII{ 6Y:K9J
CI]ECKED BY'IL
2.2O2
1/6/O1
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INTERIOR
SECTION
PLAN
9ECTION
INTERIOR
FLOOR]C|EILING OR
ROOFICE ILINC A5gEI1BLY
9EALANT
gTEEL STUD-ALLOIU FOR DEFLECTION
TOP RUNNER
5/8'TYPE X GIIJB
I" TYPE 9 9'CREIIJ 6 O" O.C. - PANEL EDGES
I'' TYPE 9 gCREIU 6 12U O.C. - PANEL FIELD
IIETAL FURRING
1/4" AIR 9PACE
2-1N' WIDE - 22 GAUGE HETAL 5TUD9a 24', O.C., 2@', -O', flAxlflufl HEtGt-.lT
8" Clltj UJALL
REF, gTRUCTURAL DUJGS
FLOOR OR
FLOOR/CEILING AggEMBLY
PROJEcT NA1E. P@JECI NOI O3I*1
I,IENDIK RE9IDENCE
VAIL I,IOUNTAIN LODGE
DRAUJII.IG
'ITLE:INTERIOR II'ALL AggEHBLY TYPE P4
9CALE: lltt2" , l'-@' DATE, ln2/O4
5/A' I'(PE X GIIJBI'TYFE 9 gCREIU 6
I'' TYPE 9 gCREIU @
BOllON RUNNER
gEALANT TYPICAL
8I' O.C. - PANEL EDGES
I2' O.C. - PANEL FIELD
DRAIIN BY: K5J
C}IEC,I<ED A'(. CA
2.2O3
anvo4
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-
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INTERIOR
gECTION
PLAN
gECTION
INTERIOR
EXIgTIN6 IUALL
BOTTON RLNNER
gEALANT TYPICAL
FLOOR OR
FLOOR/CEILING AgSEHBLY
F,ROJECI N'I.lE' FROJECT NO. O3I9>1
II1ENDIK RE3IDENCE
VAIL IIOUNTAIN LODGE
DRAlrlr.l6 TITLE,
INTERIOR IUALL AggEI-IBLY TYPE F5
gc,ALE. rtn" . l'-O" DA7* W2/O4
FLOOR/CEILING OR
ROOF/CEILING ASgEHBLY
9EALANT
gTEEL gTUD-ALLOIIJ FOR DEFLECTION
TOP RUNNER
I/4'AIR gPACE
EXISITNG CI-IU IUALL
REF, gTRIICTURAL DuJ69
z-ln' UIDE - 22 GAt]trtE HETAL 9TUD9a 24" O.C.,20',-Ou HAXIMUM t-tEtGt-lT
CONTINUOUg
gOUND BATT
gOUND BARRIER
>/8'TYPE X GtUtsI' TYPE 9 9CREIU A 8II O-C. - PANEL EDGES
I" TYPE 9 9CREuJ A I2' OC. - PANEL FIELD
DRAj'.I EY: KgJ
C)1E.-KED AY. CA
tgsuE, r99uE
2.204
4/b/o1
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EXTERIOR
GLASS I-1AT II'ATER
REgIgTANT tsACKING
BOARD AT gI-.IOII,ER AND
TUB TILE LOCATIONg
INTERIOR
FLOOR/CEILING OR
ROOFICE IL ING AggEI'1BLY
gEALANT IYPICAL
gTEEL gTUD-ALLOuJ FOR DEFLECTION
TOP RIINNER
SOUND BARRIER
b/gII TYPE X GUJB
I" TYPE 9 gCREIU A 8' O.C. -
l'' TYPE S 9CRE|.U a 12" O-C. -
BATT INgULATION
6' WIDE - 22 GAIEE HETAL
2 A' - Ou IYAX ll*1ul*1 t-.lE lGt-.lT
PANEL EDGE5
PANEL FIELD
3TUD9 a 24'O.C.
5/A'JYPE X GUJts
I'' TYPE 9 SCREuJ A 8" O.C. - PANEL ED.I,ES
I" TYPE 9 9CREIU O I2U O.C. - PANEL FIELD
gOUND BARRIER
REgILIENT CHANNEL a
ro EACH STUE W/ )t
BOfiA1 RLINNER
SEALANT TYPICAL
24' O.C. ATTACI]ED
9-12 STEEL gCREIUg
I I-.IOUR RATINGUL DES U4l9 0R 451
51C b6
NOTE' 9IJBSTITUTE TYPE X NOTE, gUB9TITUTE TYPE X
FLOOR OR
FLOOR/ C'EILING AggEF1BLY
TIJATER REgIgTANT
BACKNG BOARD AT ALL
OTHER TILE LOCATIONg
FROJECT NAHE' WJECI NO' OZI551
I'IENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAt!ll',16 tltlE,
INTERIOR IIJALL A99EI1BLY P6
gc.ALE, t-ln" , t-o, DAIE. tn2to4
I
-
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a
-
ra)5r e5,.sxt FAx:Eos! e63-sro:
DRAU! EY. Kg.,,
CFTECKED BY: lL
tsgJE, tgSuE
2.20b
4/6/O4
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EXTERIOR
GLA99 IIAT IUATER
REgIgTANT BACKING
BOARD AT 9I-.IOu,ER AND
TUB TILE LOCATIONg
INTERIOR
FLOOR/CEILING OR
ROOFICEIL ING Ag5EI1BLY
gEALANT TYPICAL
gTEEL gTUD-ALLOIU FOR DEFLECTION
TOP RUNNER
gOUND BARRIER
>/8' TYPE X GII]B
I'' TYPE 5 gCREu,J A g'O.C.
I' TYPE 9 SCREIIJ A 12'O.C.
4'BATI INS,I.JLATION
4" UJIDE . 22 GAIKE HETAL
14'. O' FlAXINUH FIEIGHT
. PANEL EDGEg
- PANEL FIELD
STUDS 6 24u O.C.
gOUND BARRIER
>/4" IYPE X GIIJB
I'' TYFE 9 gCREIIJ A 8' O.C. - PANEL EDGES
I'I TYPE 3 SCREIIJ A I2' O.C. - PANEL FIELD
REgILIENT CI-]ANNEL A
10 EACA 5JUD u/ Y2'
BOTON RUNNER
gEALANT TYFICAL
24' O.C. ATTACHED
9- tt i? | EEL irLF<tr uJ9
I l-.touR RATTNC
u.L. DEg U4t3 0R 451gTC 94
NOTE. gUBgTITUTE TYPE X NOTE, SUBSTITUTE TYPE X
FLOOR OR
FLOORIC,EILING AggEI,1BLY
TUATER RESIgTANT
BACKING BOARD AT ALL
OTI-.IER TILE LOCATIONg
PROJECT NAIG, PROJECT No, O3I'b1
I'IENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAIIFIG IIILE:
INTERIOR UJALL AggEI-IBLY P]
SCALe:t.ln. .l-O' OATE, n2/O1
DF.A.rN BY:K.9,j
A€CKED EY,IL
r99JE, t55uE
2.20b
1/6/O4
'-
iL L ll r\ L tr17/ "*"#,;:*ffi-*
a
-
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rt=ALl
PLAN
BA9E
2-ln'utDE - 2b
I,IETAL 5TUD9 A
GAUGE C-A
24',O.C.
INTERIOR
FLOOR/CEILING OR
ROOFICEILING AggEMBLY
gEALANT TYPICAL
9TEEL STUD-ALLoW Vs' FoR DEFLECTIoN
J lOP RLINNER
>/9, TYPE X GI,UB
l" TYPE S SCREUJg 6 24', O.C.
>/A' TYPE X 6IUBl->/8'rY?E g gCREtiE a 12', O.C.
TT INSULATION
I" 6YP9UI1LINER PANELg
l->/8" TYPE g SCREUJg a 120 0C.- O RuNNER9
J BOfiON RLNNER
gEALANT TYPICAL
FLOOR OR
FLO OR/ CEILING A99EI1BL Y
2 HOUR RATINGuL- DES 43A
5TC 41
NOTE, gUBgTITUTE TYPE X
GLASS IIAT U,ATER
REgIgTANT BACKII.IG
BOARD AT gHOIUER AND
TUB TILE LOCATIONg
NOTE, gI,JBgTITUTE TYPE X
UJATER REgIgTANT
BACKI}.]6 BOARD AT ALL
OTHER TILE LOCATIONg
FROJECT NA.E. P@JECI T'l@. O'1951
I1ENDIK RESIDENCE
VAIL I1OUNTAIN LODGE
DRAlrIl.{6 I|ILF,
INTERIOR UJALL AS9EMtsLY PA
*ALE rtn" . YO" DAfE. tn2/o1
DRAIIN BY:KSJ
CIIECKED BY:TL
lSgUE:193{JE
2.201
3/b/o4-.-Lrrr\LrY
r7/'ffi;*ffi-*
a
-
(ns) 963{8x, FAx fir5! !r53{rol
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HEAD
PLAN
BASE
NOTE. gI,JBgTITUTE TYPE X
GLA99 IIAT UIATER
REgIgTANT BACKING
BOARD AT SHOII,ER AND
TUB TILE LOCATIONg
INTERIOR
FLOOR/CEILING OR
ROOF/CE IL INC AggEI1BLY
gEALANT TYPICAL
gTEEL 5TUD-ALLOIU FOR DEFLECTION
TOP RLINNER
9/8'TYPE X GUJB
I'' TYPE 9 9CREIIJ A 8N O.C. - PANEL EDGEg
I'' TYPE 9 gCREUJ A 12' O.C. - PANEL FIELD
gOUND BARRIER
22 GAVzE IIETAL STUD9 a 24' O.C. UJIDTH vARlEg
REFERENCE FLAN
2-t/2', WIDE - 22 GAUGE I'1ETAL STUDS a 24', O.C.
IO'-O'IIAX.INLJM HEGHT
BATT INSULATION
gOUND BARRIER
B,OTTOI1 RIINNER
gEALANT TYPICAL
FLOOR OR
FLOOR/ CE ILING A59EI1ELY
NOTE, 9UB5TITUTE TYPE X
I.IJATER REgIgTANT
BACKII{G BOARD AT ALL
OTHER TILE LOCATIONg
FRoJECT l'.lAHE, pR'JECI NOt oalgb1
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAullt{6 TITLE,
INTERIOR UJALL AggEHBLY P3
*ALE, 1-112' , Y-"" DAIE' lr22t@1
DRAU,N AY, Ks''
C}.]ECKED BY, TL
tgsuE, t59JE
2.2OA
4/a /o1
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a
-
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FRoJEcl NAIE, ?@JECI NO. O3E 1
IIENDIK RESIDENCE
VAIL I'IOUNTAIN LODGE
DRAIlll.lG ltTLE,
FLOOR AggEI1BLY FI
9cA-E: l-l/2' x f -or OAIE, W2/O1
FLOOR FINIgH, REF.
FtNtgH 9C|-.|EDULE
CONCRETE I1ETAL DECK
REF. gTRLICTURAL
gTEEL STRTICTURE,
REF, 9TRLICTURAL
REgILIENT CI]ANNEL
>/8'TYPE X GUJB
DRAI]N BY: KAJ
CI]ECKED EY: C:A
t99uE. tssuE
sUEEt,
2.300
,46lO1
f,r-Ei-iR'ErY17/ ;#E$.r*n;;ffit*
a
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AND ASSOCIATES, INC.
ARCIfIECTURE. PTANNING . INTEN|oRS
P.O. 8q 1976 - Avorl' ffi El62{,
(97O 949{1257 F X (970} 9a$r08{'
A C.no.r P.rddo St - S|'t B.rbr+ CA 93f(}l
(EO5' 963-5t9t f X (tos) 963{tO2
FROJECT NAfE, ?@JEC| NO. @91951
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAIIJIT{G TIILE,
FLOOR AggEI'1BLY F2
{AL& ttn" . t'-o" oafE. tn2/o4
gTONE OR TILE
FINIgHED FLOORING
IlATERIAL
gLOPED REI}.IFORCED
9ETTll.lG BED
C.LE Av AG;E N ATE RPROOF ll.lc
IlEMBRANE
CONcRETE gLAB,
KET O IKU(- I
FULL TIJIDTH BATT
INgULATION
DRAlrN AY! K,9.1
aleCRED eY. cA
tsg(E: tlguE
gI]EET.
2.301
t/b/o1
"It7/
17.'
>/9, TYPE X Gu,B
RESILIENT
cllANNELg a l'-o'
REF RCPg FOR
CEILINC I.IEIGHTS
AND gLOPEg
-
r- L Ir r\ L Irr7/**T;HH#
a-
:drr;rDr-orn r,. r.rir'r :rDr.. rLz
PFOJECT Ml'lE, PROJECT NO, @31>51
I1ENDIK REgIDENCE
VAIL FIOUNTAIN LODGE
DRAllJll.E flTLE,
CEILING Ag3EI1BLY CI
$CALE. l-V2r t l'-Or DAIE. ln2/O4
DRA{IN BY, K9,,
C}.|ECKED BY. CA
rgEUE, t99UE
sHEET.
2.400
vA2to4
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PROJECT NAIE' ?@JEC| NO' @11b91
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRA!,) II.t6 TITLE.
CEILINC A3gErl,B.LY C2
5CALE. t-t/2' . t'-o" OAIE. n2to4
SPRAYED FIREPROOFING ON
B/O I1.ETAL DECKING AND
ALL 9IDE9 6 EXPOs]ED
STEEL A9 READ
HANCER
gUgPENDED IIETAL
CRID IIJITI-] ISOLATION
I-.IANGER9
>/A" IYPE-)( GUB
REF RCPg FOR
CEILINC }..IEIGHTg
DRAIN BY: KgJ
CHECKED BY: CA
rsst]E: tggJE
sr.]EET,
2.4O1
)nvo4
t- r- L rr r\ L rr17/.-=,''u;#-*
l- rq)sr e'34aso FAx rros! e63+r o:r
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COPPER STANDING 5EAI,1
U,ATERPROOF ING I,IEIIBRANE
5/8' PLYUOOD 5I-.IEATHINC
l-ll2" RIG|D |N9ULAT|ON
5/8' GYP5UI"1 gHEATHING
IIETAL DECKING
gTEEL BEAH, REF gTRLICT
tsATT INgULATION
SPeaYgP FlREPRooFlt'lG Al B/O
FIETAL DECKING AND ALL 9iDE9
OF EXPOgED STEEL A5 READ
REFERENCE RCP'g AND gECTION
2.4 OF DEJAIL I1ANUAL FOR CEILING
AggEI1BLY TYPEg AND LOCATIONg
FROJECI N/dfIE: P@JECT NO. O3W1
I1ENDIK REgIDENCE
VAIL MOUNTAIN LODGE
DRAIIJI}.I6 TITLE,
ROOF AggEI-IBLT RI
I
f r-Lrrr\Lrrr7/ru*'n-*
a-
rq'iro.Fo:,r.,t l4r)!yo.,o:,.r.{
DRATN BY: K9.'
CI.IECKED BY: c:A
2.bo@
)nt/@4
$ol-l
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H
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-lldIL
z
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A
V()lll r-gL abI tr9.\ >sd rL:6z shuil PqO il 6
ZEHREN
AND ASSOCTATES, rNC,
ARCHTTECTURE. PIANNING. hIIIR"PRS
P.O. 8qx 1976 - AYqr, ffi Cl62O
197A9$4257 f X 0Z0l94}'10E0
233 E Cdro.r Hido 5L - Srnt 81b|r.. CA 93lol
(EO$ 963-6E90 F X605) 963{rm
FRoJECT NA|IE' ?@JEc7 tlo' O1W1
I"IENDIK RE9IDENCE
VAIL I1OUNTAIN LODGE
DRAI,II\I6 TITLE,
DECK DRAIN AT HAgTER tsEDROOI'1
9CALE: t-t/2" . l'-o" OA7E, l/22/o4
DRAIN BY: KgJ
CI.IEd<ED EY' CA
| 99rlE, r99JE
€*.{EET.
3.30O
zn4lO4
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I1TL FLAgHINC UJl
DRIP EDGE
COPPER GUTTER,
REF ROOF PLAN
FOR LOCATIONg
FAgCIA BLOCKING
2x lO R3 UJD
F*?"d4r
5r-.lEATrllN6
BLOCKING,
STRTICT
2x 14 R9 LllD
SUBFArcIA
STEEL tsEAI1,
REF STRUCT
EXT GYP gHEATHII\I(
IX @ Ki' TIKE
TREATED 1iG Uj,D
SOFFIT
IPg AND
CI-.IANNELg A9
RE@D
DRAUJII BY: K.g,J
CHECKED EY: CA
4.IOO
3nt/04
r
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a7/^ii*,;::*il::,r;
|
-
=-= = -Ea',iff iffii,#'='-'
PROJECT NAIIE' rcJECf NO' O3l>91
I'IENDIK RESIDENCE
VAIL IIOUNTAIN LODGE
DRA!IT{6 TITLE.
EA!r'E d IIECI-]AICAL DECK
*ALE, I tn( . f-etr OAIE. ln2/O4
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CONTINUOS gTEEL
ANCLE, REF
STRLICT
IITL FLAgI]IN6 IIJI
DRIP EDGE
FA9CIA BLOCKING
>/a' TY?E-X GTJJlj-
2x lO R9 tlJD
FASCIA
tsENT gTEEL
E.EAM
EEbERFUgT
tr<trt- i' i<u(- l
2x l2 R9 UD
5vtrA5CtA
gTEEL BEAI1,
REF gTRUCT
SOFF gUPPORT
CLIPg A9 REOD
9/A'TYPE-X. GIJE
rx [, r-rl<E rKEA ttr.t,,
R9 TTG UJD gOFFIT
I
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|
-
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PROJECI NAFIE= qrcJECT NO. O3E>1
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAUJIFIG TITLEJ
RAKE AT IIECHANICAL DECK
l'J-? | tnr = t'-o" DAIE, w2/o4
DRATAI 9Y, Kg.J
CI]ECKEP EY: CA
rggtrE: t99uE
4.2OO
3nvo4
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CLIP AT PITCI]
BREAK 6'I1IN
EACr-.t S|DE
TIIJO LAYERg OF
UATERPROOFI}.16
AT FITCI-.I tsREAK
fllN 12" EAC|I glDE
gFRAYFD FIREPROOFING
AT g/O I,IETAL DECKING
AND ALL 9IDE9 OF
EXPOgED gTEEL A9
READ
-
zEHREN17/.ffiHffiffi
|
-
--- = 1--'il,,o*,^r.G?-*i-,.r''' -'
P@JECT NAIE: P@JECf I,IO, O?I*1
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAUI}.I6 IITLE:
NE[! ROOF- PITCH BREAK
&ALE tln. , t-@t oAfE, t22/@4
DRAIIN BY, KgI
CTIECXED EY'C.A
rSgrJE: rggrjE
9}€ET:
4.>CIO
lnv@4
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AND ASSOCIATES, INC.
ARClllltcIUrE. nJ\}|NtitG. tNIERtoRs
P.o. 8o. 1976 - Alqt. Color.do tl620
(970 9494257 FN( (970 ga+tooo
233 E C-rD.l Psd& St - Srt Brrb.n, CA 93lol(80t 963-5An FA)( (EOs) 963{102
FROJECT NA,IE, PROJECT NO. O3I''1
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRA![.16 tltLE:
ENLAreED gTAIR PLAN
9CALE, l/2' . l',-@" DATE. tt22/O1
DRAUN BY: K.9.,
CHECKED BY: CA
rs.guE: r99JE
sHEET,
>.loo
vn4/o1
+W
LEVEL 2O1
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2'-lO" 4rcfi. Noglt|l6
gTL CHANNEL
9TRIII6ER, REF 9TFIICT
coNc ohl tlTL PAt'|
TREAD IIJI 3/4II ftYlJD
NAILER
lxlo tUD gTRlllEER TRFI
DRAIIJN BY. KgJ
CHECKED BY: CA
t93UE, t3g.JE
>.1O1
9n1/O1
ZEHREN
AND ASSOCIATES, tNC.
ARCI.{TT<ruRI . PIINNING' INIERIORS
P.O, Bq 1975 - Avqr, ffi 616Al
19709194257 F X O70l g9-ro
'233 E Crro|| ffi St - S{r. B.tbr'., CA 93101
005) 963-6190 F X (tosl96341(xr
PROJECT NAI'IE, FROJECT NO' O3lt91
IIENDIK RE9IDENCE
VAIL I'IOUNTAIN LODGE
DRA]IN6 TIILEI
STAIR gECTION
TOF OF I.IADRAIL
?',-lol a&\E NOgt|&
',)
'/ 'u'--./
'"t"',,'.4
LU@AGE
9TORAGE
gECTION
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PLYI'D NAILER
FLOOR FINIgI-{, REF
INTERIORg
F@JECT NATE. ?@JECT r]o.OStb1
IYENDIK REgIDENCE
VAIL MOUNTAIN LODGE
DRAIJI}.I TITLE.
I{ANDRAIL DETAIL AT gTAIR
*AJ-E l-lh' . l'-o' OArE. tn2/O4
UOOD HANDRAIL
gEE 4/5.1O2
3/4"x3/4" lllL
PICKET
lx lllD CAP
I x la 9TRINGER
TRil'l
flTL STRltIGER
CI-IANNEL
IITL PAN IUl
PLYIIJD NAILER
I-.IANDRAIL
DRAIN EY: KgJ
ct]E.cKEo oY, ca
rgguE,rgguE
b.lo2
3n401
9ECTION
gECTION
gECTION
9ECTION
r t- t- L rr I\ L rr
i7/r**;:ffi#-
a
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rdrtg53{!tn rrx iaost *-rioz
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gEE 3b.lo3
IIELD TOP RAIL TOq?EEI F'JAT ?\TI-
IIELD BOTTOM RAIL
TO gTEEL POST.
TYP.
U.ELD STEEL
POgr 10 EEAtl
3x3 9TEEL Po9T
)'eLvvtooo
]" tuooD TRIH
UJELD TOP 1BO110l'1
RAILg 10 PO3T9
PLAN OF NEuJEL POgT
FROJECT NAIE: @JECi NOt O3lb51
IIENDIK REgIDENCE
VAIL I'IOUNTAIN LODGE
DRAT,I}.|6 TITLE'
I.{ADRAIL DETAIL AT gTAIR
*ALE. tnt . t'-o" DAIE. tr22/O4
,.ft.t
(f.||t
rqf\t
DRAIN BY: K,3'J
CHECKED tsY, cA
l93JE' l9SLlE
9flEET,
b.lo3
tn401
PLAN gECTION
SECTION
ELEVATION
t .- tL L rr r\ L It
=7/ffi;*;ffiffi-
-
(sosl966r90 Frvr t!o5::953{io2
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9II1 TO DETAIL
a/t.103.u.tRAP
TOP PIECE
U,ITI] COPPER
REDTIJOOD
I-]ANDRAIL-
PAINT TO
llATa-]
EXI9ITNG
TOF RAIL IIJ/
PROFILE
4/b.lo3 cuT AND
NOTCHED
TO RECIEVE
PICKET
4x4 9TEEL Po9T
f"xJ" srEEL ptcKET
l"xl" BoTTOflgTEEL RAIL
SEALANT AT
CONNECTION
IUATERPROOFI}.]G
IlEIlBRANE
DRIF EDGE
4x4 9TEEL PO9T
l'eLtuooo
f" Rs cEDnR, PATNT
10 nAl3tl ExtgTtNC
uELD TOP ' BOTION
RAILg 10 Po5lS
DRAI,N BY: K9..,
cAEd<EO BY' CA
tggrjE,l69r.lE
b.lo4
?A?to1
PLAN OF NEUEL POgT
PROJEc1 NA''IE: ?@JECI NO, O7W1
IIENDIK REgIDENCE
VAIL MOUNTAIN LODGE
DRAII,|II{G TITLE'
TYPICAL DECK I]ADRAIL
g€.A_E: t-tr2, . l'-o. DATE v22/O4
IIJELD STEEL
POgT TO BEAI,1
2x FAOCIA
BLOCKING
l .- z- L rr r\ L Ir
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-
-
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3B.tO3. UJRAP
TOP PIECE
IUITI-{ COPPER
CEDAR
I]ANDRAIL-
PAINT TO
IlATCH
EXt9ttNG
TOP RAIL tIJl
PROFILE
4/5.1O3 CUT AND
NOTCHED
TO RECIEVE
PICKET
4x4 STEEL Po9T
|"xf" srEEL ptcKET
l"x?" BoTTOl,l
STEEL RAIL
gEALANT AT
CONNECTION
DRIP EDGE
4x4 9TEEL PO9T
)'eLrunoo
J" R5 cEDAR, pAlNl
70 HAIC'H EXTgTING
uELD TOP T B,OTIo
RA|L9 rO ?O5T9
PLAN OF NEITEL POgT
RI.IN IIJATER-
PROOFING OVER
CONCRETE, CURB
AND ROOF
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9, UJINDOIJ DIHENgIONg INDICATE UNIT
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SIZE
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D D Casement 6',-0'5'- 6"7',-0"Metal clad 7.300 7 .400 7.500 Plate
E L Casement 7'-0"lr{etal Clad 7.300 7.400 7.500 Plate
F Casement 4',-6'6'-0"7',-6"Ivletal Clad 7.300 7.400 7.500 Plate
G Fixed 6'-0"6'-0"7',-6',Metal Clad 7.300 7 .400 7.500 Pl ate
H H Casernent 4'-6'6'-0"7',-6"Metal Clad 7.300 7 .400 7.500 Temp
S S French In-swing 3'-6'J.J at existing Metal Clad 7.300 1 400 7.500 PIate See comment #10
T I French In-swing 3'-6"J-J at existing Metal Clad 7.300 7.400 7.500 PIate See comment #l0
U U French In-swing 3'-6"3',-3'at existing Metal Clad 7.300 7.400 7.500 Plate See comment #10
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DR4UJII.I6 TITLE:
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K K Fixed 3'-0"4'-6 Metal Clad 7 .301 7 .401 7.501 Temp Skylight
L I Fixed 3'-0'6'-0"Metal Clad 7 .301 7 .401 7.501 Temp Skylight
M M Fixed 3',-0'6'-0"Metal Clad 7.301 7 .401 7.50 |Temp Skylight
N N Fixed 5'-0"6'Metal Clad 7.300 7 .400 6.305 Temp Match roof pitch
P P Fixed 5'-0"Metal Clad 7.300 7 .400 6.305 Temp Match roof pitch
a a Fixed 6'-0"t'-2'Meral Clad 7.300 7 .400 6.305 Temp March roof pitch
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I'IENDIK REgIDENCE
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AND ASSOCIATES, INC.
ANO.mCTUrc. PUNNII{G . INtlruORS
P.O. Bd l t76 - Avon, ffi t1520
9.70r v9a57 FA( (t701 9a$10t{,
233 E Caur hrdHo St - Sd. Bdb.n, C 93101(80t 9535t!r0 fA( 605) 963{l(n
PROJECT NAI,IE: @JECI NO, O?1E91
IIENDIK REgIDENCE
VAIL F1OUNTAIN LODGE
DRAIIIIN6 TITLE,
FATIILY ROOII FIREPLACE ELEVATION
ScALE:9/A",1'-o't DAle, W2/O1
DRAIN BY,CA
CI.IECKED BY:TL
t99lJE: t9gUE
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REAUIRED
gTONE IIANTEL
REF, INTERIORg
PREFAts FIREBOX-
HEATILATR ICON IOO
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REF' INTERIOR9
gTONE I-.IEARTI-I
REF' INTERIOR9
2'GROUI B]ED
l" cEf'1ENT B2ARD
PROJECT NAIEI PROJECT NO, @31991
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODCE
DRAI,I.IC flrLE,
FAI..IILY ROOTI FIREPLACE 9ECTIOhI
DAIE, ln2/@1
DRAUN AY:CA
CHECKED FY.TL
tgguE: t99uE
d02
2n3/O4
c\l T/O FINIgH FLOORA
SECT ICN
l .- r- L rr r\ L r\.
i7/-,ffiru#ffi
-
-
tEosr 96r4o9n rex.osr xr+icz
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AND ASSOq ilES, tt{c.
AtclftErulE.n^r$ rc.}|'BFn3
?O. la lttl -AraL Cohd tlaiD
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F x otro 9*to
FBIEGIMItT Frc.Ect l€r rtEll
IIEND]K REgIDENCE
VAIL I"IOI.hITAIN LODGE
DRArD&i lllLEr
FA1ILY RpoT1 FIFEFLACE FERgFECTIVE
6cAE! tfdf rO SCALE OAIE lt2ltt 1
DRAIN DYrTD
crGcxED tY'[
tg€r^E,t6cr,E
elCEr'
a.lo3
2tEtt*2ll E C.n hrd& i, -Srrr lrta, CAt OlF5)9i!{to FAX Dsl 96tatcl
LII1E9TONE I1ANTEL { gURROI,,IND
REF, INTERIORg
LIHEgTONE HEARTH
BELOI.U, REF' INTERIORg
ZEHREN
AND ASSOCIATES, INC.
ARO'IIIECTUXE. ru\NNIl{G. INTERIORS
P.O. Aor( 1976 - Avo||, C.olondo E1620
(9701949{1257 F r O7o} 91t}10t0
233 E C.m.| Fcrdldo Sr - S{ir Bab.r|' CA 93t 0l
PROJECT NA'E: PROJECT NO. @31951
I,IENDIK RE9IDENCE
VAIL I1OUNTAIN LODGE
DRATj|}.I6 TITLE:
DINII.IG ROOI'1 FIREPLACE PLAN
3cl,J_E.tn.-t'-Ot OAIE, ln2/O4
DRIUiN aY:CA
CI]ECKED 9Y:TL
r*9uE: r39uE
a.200
2n3/Q1(l05) 953-5dn F r (rO5)963-'1(n
lJ)F
9H
iEu6
AuJ
r-tr
4<ur
>s9Ez<-;a-til<()trtrntLotr
ZEHREN
AND ASSOC|ATES, lNC.
ANC}ITECruru. n.^NNING. h|IRloRS
P.O. 8o( 1975 - Ar!n, Colo'rdo tf620
wor9194257 FAX (970) 94$loeo
233 E. Ctpt| Pcdldo St - S.ri. 8.rbr.r, CJ\ 93lot(l,5) 953{890 fN( (ar$ 963{tO2
FROJECT NAI1E, rcJECT NO, @'I'>1
I,IENDIK REgIDENCE
VAIL IYOUNTAIN LODGE
DRAlIl.rG l|tLE:
DINI}.IG ROON"I FIREPLACE ELEVATION
SCALEI S/Ar"l'-@r DAIE: l/22/o4
DRAIIN EY,CA
CHECKED AY:TL
r3suE, tg6uE
gHEEI.
4.201
2n9/O1
ZEHREN
AND ASSOCIATES, INC.
ARC}||TECTIE . Pt-ANN[{c . hfTERtORS
P.O, 8ox 1976 - At/on, Color.do El5m,97019494257 ; ,\ 070) 9,t$.r080
233 E C..g| Pcrdldo St - S.aar t.rb.r., C 931 0l
(609 9634890 f X (60s) 963{102
tsLOCKING, AS
REAUIRED
gTONE TIANTEL
REF, INTERIORS
FREFAts FIREBOX-
I..IEATILATR ICON IOO
gTONE tsEYOi..ID
REF: INTERIOR9
gTONE HEARTI]
REF' INTERIORg
FROJEcT NAI'IE: ffiJECf HO. O7I*1
IIENDIK REgIDENCE
VAIL I'IOUNTAIN LODGE
DRAIIIII.IG TITLE,
D INI}.IG ROO,I.1 FIREPLACE gECTIOI.I
gcALE,ln.,t'-o, DAfE, tn2/o4
DR,TO{ EY.CA
CT.ECKED BY:IL
rgg.lE, ts9rjE
8.202
2nt/o4
SECTICN
ZEHREN
AND ASSOC|ATES, li.lc.
ArclffEItIE.[.r n|G.NtBFtS
P.o.lc 1916 -An|!, Colq|btl6iDQ
'9a,4Lf,
rAX OTtt9a*to
FP.JEcr NAtGr Frc,Edr rlD.orEl
I'IENDIK REgIDENCE
VAIL F'IOI$ITAIN LODGE
DRAII'Nt TI'LE,
DINII'IG ROOI-I FIREFLACE PER9PECTI\/E
ecAL+ rgt to 6caLE oAtB tmlol
DRAlll{ DYT]FD
CTCCKED DYrlFlL
tocrl,ttarE
SaCEtr
8203
2IEIA23 E, Crsr ld& i. - br l$n, CA 93l0t
GD 960{n RU ElStatcl
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'ENT
GAg arFlrance-
IIAJESTIC Dyeln4z \
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NON-COMtsU9TIBLE
FIREPLACE 9URROIJND,
HANTEL AND I]EARTH
BY OTHERg
FROJECT NAFIE: FROJECT NO' @31591
F1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRA!||.16 TltLE,
IIA9TER BEDROOTI FIREPLACE PLAN
9€ALE,ln,-l'-o' DAIE, tn2/O4
DRAIIN BY,CA
CFIECKED BY:IL
rsguE, rs9uE
sr.]EET,4300
1^3/O4
-.-Lrrr\Lrr'-7/##:;n-*a
-
i8o5:96i{r9o Fr\ ry)sr e634rD2
Dn-1E9
FINIgI-{ED
42'PLA5flA
NON-COHBUgTItsLE
FIREPLACE gURROUND,
IIANTEL AND I-]EARTH
BY OTI]ER9
--tc\-t
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DIRECT
ROUGH OPENING
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AND ASSOCTATE tNC.
ARC}TIICTURE . N.ANNT\IG . INIBIORIi
P.O. 8ox 1976 - ArD|i, Color.do El52O(9749494257 FA( (970 949-r0GO
233 E. CatFo P€dldo SL - turh Brb.r+ CA 931 Ol
(805) 963{890 F,{,\ (805} 963{tO2
FRoJECT NAFIE: ?@JEC1 NO' O3lW1
I1ENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAllll.l6 IITLE:
F,1A9TER BEDROOI"I FIREPLACE ELEVAT
6CALE: 3/At .l'-@r DAIE. t/22/@1
DRAI}.I BY,CA
CI]ECKED BY,TL
l99lE,l99lE
A.2.71
1Atto4
ELEVAT ICN
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LI6HT l-.lAND
FINI9H, REF'
TROIUEL
INTERIORg$zztu
ILo
oF
zooul
E ]'PLrvr.oo AND orHER
BLOCKING A9 NECESgARY
FOR PLA9IIA gCREEN
Not'l- col-ltsUgTYlBLE |IANTEL.
BY OTI-]ERg
DIRECT VENT GAg
IIAJE9TIC DVeR42
NON-COIIBU9TIELE gURROUND
BEYOI..ID, tsY OTHERg
NON- COI1tsUgTItsLE HEARTI{,
BY OTHERg
FRO€CT NII'1E' P@JECI NO, @1|5a1
IIENDIK REgIDENCE
VAIL HOUNTAIN LODGE
DRIUI'|II€ TITLE:
F1A91ER BEDROOI.I FIREPLACE gECTION
3CALE. tt2q,t'-Or DAIE. tn7/O1
DRAUI{ EY.CA
CIIECXED BY,TL
tssrJE; tgg(jE
gftEE1,
a302
141/O4
SECTICN
- ,- .- L rr r\ L rr
i7/*mfu.x#
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P@JECT NAIIE: rcJECI NO, OlE>1
I1ENDIK RESIDENCE
VAIL IIOUNTAIN LODGE
DR4IN6 TlrLE,
BEDROOI.I 14 FIREPLACE PLA}{
*ALE,n -t-@. 9A1E. th2/O4
LIIIE9TONE 5URROUND
REF' INTERIOR9
LII1E9TONE HEARTH
tsELOUJ, REF, INTERIOR9
DRAIIN EY,CA
CI.IECKED BY,TL
9.400
2n o1
r t- .- L rr r\ L I\
i7/mffiffiffi
-
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firs!e6!5!n rru< oost ger+i'z
u'luuzttl
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h8ev
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AND ASSOC|ATES, tNC,
^TGIITECTRI
. MNNNG.'{IERIORS
P,O, 8o( 1976 - Ar!||, ffi 01640
(970) 949.{1257 f X (970 g,r}l([r
233 E C|||on PGrSdo SL - s.rt Errt ,|,CA93101
60s) 963-6C90 F X (r05l 963-Er 02
PROJECT NAllE, FROJECT l.lO, @f1591
I1ENDIK REgIDENCE
VAIL I1OUNTAIN LOD6E
DRAI,I|\IG II'LE,
tsEDROOFl '4 FIREPLACE ELEVATIOhI
*A-E:7,/ar.l'-or DA1E. ln2/O1
DRATN EY.CA
CI.IECKED BY,IL
t59r.JE: r99{,tE
sr.lEEr,
a.401
2nvo4
LIGHT HAND TROIiJEL
FINIgH, REF: INTERIORS
BLOCKING, A9
RE@UIRED
RECESSED NICI-.IE FOR
3O'LCD gCREEN.
VERIFY LCD DIIIEN9ION9
FOR ROUGI-.IOPENING
DIRECT \€NT GAg APPLIANCE.
IIAJE9TIC DVBR36
gTONE BEYOND
REVERgE TAPER LIIIESTONE \€NEER,
REF' INTERIORg
f" LtrEstottE f'tEARTr-
REF' INTERIORS
ZEHREN
AND ASSOCIATES, tNC.
ARCHIECruRE. NANMNG . INTERPIS
P.O. 9d 1976 - Awn, Colo..do E1520(970 9axn57 F X O70l 9alrmo
233 E 6non F.rddo E - S.it B.rb.r.. CA931O1
(EOs) 9634890 F X (E05) 963€102
PROJECT N/AfiE, PROJECT NA 0)lE91
IIENDIK REgIDENCE
VAIL I'1C{JNTAIN LODGE
DRAIIII.{G TI'LE.
BEDROOI'I 14 FIREPLACE 9ECTIOhI
5CALE, t/2".\',-O" DATE, tn2/O1
SECT ICN
DRAlll{ EY:CA
CHECKED EY:IL
t99r.lE, t99JE
9HEE?.
8.402
tnvol
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FFiOJE(jI NAfE, rcJECf t'to, O3lb1
I'IENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRdI!N& T|TLE,
tsEDROOI1 14 FIREPLACE PERgPECTI\/E
gcAE, r,lol rO *A_E DAIE. tnzto1
DRAU{ BY:ID
CI]ECKED BY.IL
l99UE: l59rjE
aA03
2n3/O1
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MENDIK RESIDENCE
Vail Mountain Lodge
20031557.00
Vail. Colorado
Interior Design General Notes
1. The General Contractor is responsible for checking all field conditions and dimensions
and shall report any error, inconsistency or omission to the lnterior Designer. Ifthere are
any questions regarding these or other coordination questions, the General Contractor is
responsible for obtaining a clarification from the designer before proceeding with the
work in question or related work.
2. 'Typical" shall mean the same or similar condition exists in other areas.
3. All Mechanical, Electrical or Plumbing requirements need to fit w'ithin the Architectural
and Interior Design dimensions. Notiff Architect or lnterior Designer of any
discrepancies.
4. The General Contractor shall provide all necessary blocking in stud walls and ceilings.
Locations include, but are not limited to, toilet accessories, shelving, and other millwork,
artwork, draperies, signage, etc.
5. All paint and stain sarnples are to be approved by the lnterior Designer in the field.
6. Coordinate locations of electrical and telephone outlets mounted above millwork counters
and within millwork cabinets with millwork contractor. Cutouts for switches, outlets,
and other electrical devices required are to be provided by millwork contractor and shall
be coordinated by the General Contractor and reviewed by the Interior Desigrrer.
7. All interior dimensions are to centerline, unless noted otherwise (tlNO).
lnterior Design General Notes 12t03/03 10.010
T MENDIK RESIDENCE 2OO3I557,OO
Vail Mountain Lodge Vail, Colorado
I
lnterior Design Bath General Notes
t l. Reference interior specifications for model/make/color of all bath accessories, fixtures
and faucets.
I
t 2. All dimensions are to centerline, unless noted otherwise. (UNO)
r 3. All toilets to be center in space provided, UNO.
Ir 4. Bottomofallshowerheadstobemounted @7'-0" abovefinishedfloor(AFF),UNO.
II 5. All towel bars to be 24" long, tlNO.I
6. Centerline of all towel bars to be mounted 54" AFF, LTNO.
I 7. Centerline of all towel rings to be mounted 54" AFF, UNO.
I 8. All toilet paper holders to be mounted 6" in from of the face of the toilet, if space allows,
I UNO.
I 9. All toilet paper holders to be mounted 21" A-FF, except when mounted to side of vanity
I or vanity wing wall, these shall be at 28" AFF, UNO.
r 10. Centerline of all bath hooks to be mounted 5'-10" AFF, UNO.
I- I l. All bathrooms including powder rooms shall have robe hooks mounted on inside of.s bathroom door.Ir 12. All towel bars on shower doors shall be mounted at 48" AFF, UNO.
I 13. See Specifications to determine groutjoints for stone tile and ceramic tile.t
14. See Specifications & Details to determine which bathrooms have glass shower
I enclosures.t
15. Provide back and end splashes to match countertop, {INO.
I 16. Grout all joints to match adjacent tile and seal.
t 17. Silicone caulk between two different adjacent materials, Caulk to match adjacent tile.
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Interior Design Bath General Notes l2l03lo3 t0.0r 1
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MENDIK RESIDENCE
Vail Mountain Lodge
20031557.00
Vail, Colorado
lnterior Design Millwork Notes
l. All cabinet dimensions shall be field verified for final submittal of shop drawings.
Kitchen elevations indicate approximate sized and cabinet configurations.
2. Millwork contractor shall shim millwork cabinet and millwork surfaces installed asainst
non-millwork construction as required.
3. Hinges, stops, and locks must match hardware finish. See door and hardware schedule
and applicable specifications for other information.
4. For all typical millwork details, see Interior Design section of the project manual. Note
any conflicts between lnterior and Architectural drawings to Architect, however, Interior
Design millwork details take precedence over Architectural details.
5. All kitchen base cabinets shall have a 4" wood toe kick, typical. All base cabinets shall
be24" deep and 36" AIF, fypical.
6. All upper kitchen cabinets shall be 12" deep. Upper cabinets shall have 2 adjustable
shelves, typical. See Detail Manual for upper cabinet height.
7. All closet rods shall be 1 %" diameter.
8. Closet rod shall be supported as needed per details.
9. Closet shelves shall be supported as needed per details.
10. All vanity tops shall b€ 34" AFF, unless noted otherwise.
I l. All vanity measurements are nominal. Field veriff and coordinate through shop
drawings.
12. All finish-to-finish measurements on cabinetry shall meet code requirements of bath
fixtures before shop drawings are submitted. (Ex: 30: min in ctear for toilets; cabinet
sized to accommodate this requirement.)
13. All cabinetry shall be frameless construction, UNO.
14. All vanity cabinetry shall have a 4" wood toe kick, typical. All vanity base cabinets shall
be 24" deep, typical.
Interior Design Millwork Notes 12/03/03 lo.or2
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PROJECT NA,IE, FF:oJEct t@. OtWj
I.'IENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAU,IT.r TTILE,
4-ln, oA5E Ht
scALE, A9 NO1ED DAfE. N2/O1
DRAII}I BY:K5J
CITECKED E'Y'CA
195."8: r9ErJE
5l]EEt.
1o.200
742/O1
EAEAEA
-t-L'.r\EIr
l 7l ;#'[#r^ffi ;€k.-'-';s.
I
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rfr,,,96i6!9o FAx .*ts! 9.,{102
fttl
I I IPROFILEI'L--t SCALE' l" ' l"
ZEHREN
AND ASSOCTATES, lNc.
ARCHflECruru . PI^NNTNG . tNtERrns
P.O. Bq I 976 - Avo|!, Color|do !t 620
O7O 949{257 r.t! 870) 9,t9lo8o
233 E. C..hqr Pcrdldo S, - S.rn glb-., CA 9 ol(ars, 9636C!X' FAX Urt 963-dO2
FROJECT NA'IE. FROJECT tlOr AVbbl
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAIUtt.tG ltiLE:
4-ll2" CROUN n2
g]cALE. A5 NOIED DAIE: IN2/O1
DRAI,I.I EY:K5J
ctlEcREO elYtc.A
199.8, r99UE
lo.20l
742/O1
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FRoJEcl N/Al.lE' FRoJECT tto. O?19b1
ITENDIK REgIDENCE
VAIL I-IOUNTAIN LODGE
DRAID€ TITLE.
4-ll2" CROul.l tulTu LtGtlT t"'t3
€ALE' A3 NOTED DAIE. IN2/@1
DRAIIN BY,CA
CI.'IECKED BY:CA
lggrlE. tSsr.JE
@.2A2
,42/O1-z-Lrrr\Lir'-7/ rilfi#.Hd*
a
-
:arrt 963{!rx, FAx tE{r'95rJro2
I ) IPRCFILEl4 9CALE,|" =t'
I I IELEVATION
ZEHREN
AND ASSOCIATES, INC.
ARCItITECruRE . N,ANNING . INIEruONS
P.O. 8q 1975 - ArqI ffi Et 620
Q70i9,94257 F X (97Ot 94$1mo
233 E. C.rFn P.ndldo St - $r*. 8.rb.re" CA 93.t Ot(80t 9636890 t X (s05) 95!SlO2
PROJECT N,AflE, ?ROJECI NOt A?1i9i?1
I.'IENDIK REgIDENCE
VAIL I,IOUNTAIN LODCE
DRAIIjI{G TITLE,
TYP. UJINDOII, CASE N4
6CALE: A3 NOTED DAIE, W2/O4
DRATN BY:KSJ
CHECKED E}Y.CA
rgeJE, rgS(E
9I1EET,
l@.203
3n2lO4
REF PLANg FOR
IUINDOI,U
9FECIFICATIONg
Rtr DTL 62@I
FOR TYFICAL
D@R STYLEE
ZEHREN
AND ASSOCIATES, INC.
ARCH|TffiURE. PIANNTNG . INTERIORS
P.O. B(!( | 975 - Ar.qr, Color.do !t O2{,
t9ror 919425' tAX (970 9a$r$o
233 E Ceo Pqdldo St - S.r . Bub.ra C 931 Ol(&rs) 95:L5E90 F X (805) 953-EtO2
FROJECT NA}1E, FROJECT NO: A3I591
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAT'N6 TITLE,
TYPICAL DOORc'A5E
scALE, Ag NorED DA1E. n2/O1
DRAII,N BY.KSJ
C,+€.cxEDOY:CA
l99rE, tg€rjE
gHEEt,
lo.2o4
742/O1
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DRAI]JER FRONT
HARDIUARE CENTERED
BOTH IUAYg ON
DRAIUER FRONT
I]ARDIUARE CENTERED
BOTH AAY9 ON TOP
gECTION OF PANEL
t-'i-]I I I ELEVATION
DOOR FRONT,
FLAT PANEL-
t'aeoovee,
EOUALLY SPAC.ED
FROJECT NAIE, rcJECr |'tO. o!611
I1ENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRA'II{6 TITLE:
BATHROOI"I CABINETS
gI:ALE, /l9 NOIED OAIE, tf22/@1
DRAI.N BY:CA
CHEA<ED EY, TL
l99tiE,tsguE
1o.20>
?44/O1
t--r| / l SEcTloN
Nt9
E/1 . C t/-\
-t-Lr
,r\Erv
|7/,,ymr*^x,i#driil
a- r!o5r 963-6690 FAx ,8o5! 963{102
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rlNs\\\\\\s\\ssi
t-tt I
t:-'l| / | gEcTloN
NT9
HARDIUARE
DOOR FRONT'
FLAT PANEL
FROJECI NAFE' PROJEC' I.D. @1199'I
IIENDIK RE9IDENCE
VAIL IIOUNTAIN LODGE
DRAIIJII.IG TI'LE,
LAUNDRY CAtsINET9
SCALE' Ag NOTED DATE, IN2/O4
DRAI]JER FRONT
HARDIUARE CENTERED
BOTH IUAYg ON
DRATIER FRONT
r--lI I IELEVATION
DRAII}I EY:CA
C|IECKED BY,IL
t95rJE: t99{.lE
10.206
tA4/O4-
r- L rr r\ L rYr7l+j-d;*:Hn
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,arst 963-5Eeo F^x:sos'. e634ro2
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l't]
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rT]| / lgEcroN
NT9
FRAIIE' UOOD ORgTAINLEgg gTEEL
FT-TI I I ELEVATION
l-l
DOOR FRONT'
GLA9S
HARDIIJARE
FRO.rEdr NA4E, PROJECT t'{p. OtWl
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAT'N6 TITLE.
BAR CAtsINET9- UPPER
9cALE,A9 NO1ED oatE ln2/o1
I
-t-Ln'.,r,r\
l7l ilafi*ffi-'*.x
a- 1dr5re6'6!:x, r.{r rlosr 963{102
DRAIN BY.CA
C}|ECKED BY:TL
tsg|.JE, rs9tjE
9l€E1,
to.2@1
?t11/O4
lo.30b
ZEHREN
AND ASSOCIATES, INC.
ARC}TIECIURI. PI.ANNING . NTNPiS
P.O. Bq 1975 - AyDn, Colondo tlSm
197Or 9194257 ;A( (970) 9,1$loEo
231 E c|n(rt Pdrfido Sr - S.rt 8rb|.1 CA 93tof
(805) 953{t90 t X (tO5) 963-8102
LINE OF EXIgTING
CEILING CONDITIONg
NEIU gOFFIT AND
CEILING
FROJECT NAFIE, rcJEC1 NO' O3E 1
I-IENDIK REgIDENCE
VAIL I.1OUNTAIN LODGE
DR4rr'tN6 ilLE,
I,IET BAR
g(jALE, A9 NOTED DA'E. IN2/O1
\
t\
i\
(
cf
.Sj
-:
s
d
-\-
b
+-
J
-/-
-\-
.b
-\
-/
/-
d.b
\
UINE./' 6
----
b
)
ELEVATION
t-
I
8"-.t||gv t)
o
DFAI'.I EY:CA
CHECKED E}Y:TL
IE9UE. t99UE
3r.lEE1:
1o.30>
tm/o4
I
I
I
I
t
I
I
I
t
TOILET PAPER
HOLDER 6 2I'' Aff
T
I
I
I
I
t
II
t
DOUBLE ARH
l*llRRoR
TOI,IJEL RINGA 48' Aff
IIEDICINE
CAtsINET
TOIIJEL BARA94'Aff
ROBE I-{OOK
A 1O' Atr
L LENGTH
I1IRROR ON
BAcK d DOOP
PrcJEcT NAIIE. ?@JECI I]@I O3I'51
I.IENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAU'nt6 fltLE,
BATl..l I
sCALE'A9 NOTED DATE, IN2/O4
DRAII'{ EIY:CAT
CI.ECKED BY:IL
t99rJE, tgEttE
9HEEI.
10.400
9A2tO1
r,-t-Lrrr\Er\
i7l h;,$slrffis++ililtr
-
-
rro5! e'3-o!eo rr'r?roo r-idio:'--'-'
gLOPED CEILING
- a/'\ Ao
NICHE-l
.f
I+
C
i
ELEVATION
ZEHREN
AND ASSOCIATES. INC.
AROI]TECIURE . PU\NNING . NTn|ORS
P.O. 8ox 1975 - Arpn, ffi E152O
OTol91942s7 FAX(91 ) g,t$l(ro
PROJECI l.lAf.fE, ?ROJECT t@. Otl>91
I'IFNDIK REgIDENCE
VAIL I,IOUNTAIN LODGE
DRAT'0.I6 IITLE:
BATr-.t I
SCALE' A3 NO1ED DAJE. IN2/O4
DFIUIN BY:CAT
CI.]ECKED EY:TL
t96UE:r99UE
gr.rEE1:
10.401
342/O4233 E Canoi Prdido St - S.r . 8|rbsr, C g ol
00519636890 fA( 605) 963{t02
wooD -toE
KICK, TYP
LINE OF EXIgTING
CEILING CONDITIONg
HIRROR TO CEILINC
NEII' CEILING
3b, LIGHT OAR
24" TOIIEL BAR
ON gHOI],ER DOOR
PROJECT N,3J,1E: FROJECT NO: O3t951
I'IENDIK REgIDENCE
VAIL IIOIJNTAIN LODGE
DRAIIJI}IC TITLE,
BATH I
gCALE: A9 NO1ED DAIE, IN2/O1
DRAUT{ gy.60t
CI{ECKED EY.TL
l9e.E: t59uE
gI.IEET,
lo.4o2
,42/O1
', z/
_)
ELEVATICN
l.-t-Lnr\Er..,
i7l;u.,,!ur*nfii,,sl#irs;
-
-
{c5r e6368eo rei-liosl xlrio-z'--'-'
I
t
I
I
I
T
I
I
I
I
I
T
I
I
l
I
T
gOAP NICI]E
DOUBLE ARI.1
IlIRROR
TOII.EL RINGa 4ar N+
IlEDICINE
CABINET
TOILET PAPER
I-]OLDER A 2I' Aff
TOLI.JEL tsAR6 >4' Aff
ROBE F]OOT<6 -10' ,^ft
LENGT}.I
I1IRROR ON
B.AC,K OF DOOR
FROJECT ll/l''lE' ?@JEC1 r@. O9lra1
I1ENDIK REgIDENCE
VAIL I'IOUNTAIN LODGE
DRAT'!}I6 TITLE:
BATH 2
SC.AI_E, A5 tbtED DAiE. tn2/O1
lr'1S=\t--
DRAIIN EIY:CAI
C}IEC]<ED BY:TL
rgsuE, tgsuE
$rEEt,
to.4o4
342/O4
r.-.-Lrrr\Lrr
i7l;r'-r*-is;r/ffi s#il'rs3"
-
-
(toir ?G:t.,.x, rri,sosi r,"-'.o -- -
ELEVATICN
ZEHREN
AND ASSOCIATES, INC.
AROj]IECIUTE ' NINNING .INTERIORS
P.O. Bd 1975 - Avlit, Color.do El62{,
1970, 94257 FA)( (970194't000
233 e C.non Perdldo St - S t B.rb.r.. C 93tol
(8O5) 953-6890 FAX (805) 963{102
FROJECT N/Ar.€, 7@JeC1 NO. O3L51
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAII'IN6 TITLE:
BATH 2
9CALE: A9 NolE9 DAfE, n2/o4
DRAUN AY:CAT
CI]ECKED BY.IL
l99UE: l93UE
1o.40>
342/O4
uooD TcE
KICK, TYP
LINE OF EXISTING
CEILIN6 CONDITIONg
NEIU CEILING
I1IRROR TO CEILING
36'LIGHT B.AR
24" TOIIEL BAR
Of'f 9l-{Otl,ER DOOR
FFOJECT NA1E, FROJECT NOt @3lrr1
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRATJN'IG TITLE.
DAIH I
gCALE: A5 NOTED DAIE. IN2/O4
DRArl}{ EY,CAI
CI.]ECKED EY:TL
t99UE, t59UE
lo.4CIb
3^2/O1
7\\r7 \l \
I
I
J\7L-gOAP
NICHE
,/
ELEVATION
3/8" = l'-@"
l.-.-Lrrr\Lry
'.7/.am**w
-
-
."rs) s.,isq, rex?mo gor-r-rcz --'-'
ROBE HOOK
A 1O' Aff TOTIJEL BAR
A >4' AFF
FULL LENGTH
IIIRROR ON
BACK G DOOR
TOIIJEL RNGA 4A' AFF
HEDICINE
CAtsINET
@AP
Ntcr-.tE
DOUBLE ARII
IlIRROR
FROJECT NAE' FF.aJEC'!. t@t O,t >1
I1ENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DR4|I'I}I6 TITLE:
BATr-.1 3
scALE, A9 NOTED oArE, tf22,/@1
/ t[\<# EV
Y*--+- / \.thr ( Ir f,r \-/
DRAIIN BY:CAT
CHECKED BY,TL
ts€uE, t5€rlE
lo.4oe
3A2tO1
l .- r- L rr r\ L r\
'.7/tla;*fuau*
-
-
:!0s:963-5690 rd-rrosr gc-ilicz' --'- '
I,IIRRIOR TO CEILING
36r LtGtll e.AR
ZEHREN
AND ASSOC|ATES, tNC.
ARCHIIECTRI ' tL NNtttc , NTERpRS
P.O. 8q 1975 - Avoi, Colondo fl62t)
(970) 9,190257 tA( (970194$1(f0
233 E C|rDi Pcrddo St - S.rir B.b.r., CA 93fol(a)5) 963-6880 FN( (805) 953{1 02
UOOD TOE
KICK, TYP
FROJECT NAIE: FROJECT NOI @'1991
IIENDIK REgIDENCE
VAIL I'IOUNTAIN LODGE
DRATIII.IG TITLE:
BATA 3
gCALE:Ag NOTED DAf* IN2/O4
DRAII}.I BY.CAT
CIIECKED EY,IL
teglE: tggalE
lo.4t@
3A2t@4
ELEVATION
AOOK
AFF
I
I
I
t
t
I
I
I
I
I
I
t
I
t
t
t
I
TOIUEL tsAR
A 49^ AFF
ROtsEa 10"
FULL LENCTI-{
IIIRROR ON
BACK OF DOOR
TOILET PAPER
HOLDER 6 2IU A#
SOAP
NICHE
-----_-----_---=
504?
NICHE
TOII,EL BAR
A >4' AF
TOU,,EL RING
A 4A" AFF
DOtJtsLE ARI-I
IlIRROR
ICINE
CABINET
PROJECI NAIG: ffiJECl NO, @1|E51
I1ENDIK RESIDENCE
\/AIL IIOUNTAIN LODCE
DRAIIJI}']6 IITLE,
BAIH 4
SALE: A9 NOTED DAIE, IN2/@4
DRAIIAI EY'CAT
CHECKED AY:TL
l95LE: l39lJE
9TEET'
1o.412
3n2to4
r.-t-Lr'r\LIr
'.7/a*a*,ru*l*
a
-
raosr e63{o9o rrx rrosr gs!-r-roz'-- -'
FRAI1LE95
GLAS9
ENCLOgURE
AND DOOR
ZEHREN
AND ASSOCIATES, INC.
ArclrrlEc-ruRE ' n,Ar NG. INTEEORS
P.O. 8q 1976 - Awi, Color.do Et62O
1970t 9491t257 rAXOTo! ga$l@o
233 E c|rur Pctd& St - S.r|ar 8|rbr.. C 93f 01(ar5) 9616890 FAX(605) 95:i{t02
LINE OF EXIgTING
CEILING CONDITIONg
NE[I' gOFFIT
FROJEC:I NAT,G, PrcJE-I NOI O'1991
IIENDIK REgIDENCE
VAIL I'IOUNTAIN LODGE
DRAr'[.16 llLE,
BATH 4
9cALE, Ag i.folED OAiE. tn2/o4
DF4tltl BY,CAI
CI.IECKED EY:TL
r99UE, rggUE
gHEEl,
1o.413
tmtol
\
AP
tcr-.tE
ELEVATION
v.DoD IcE
KICK TYP
ZEHREN
AND ASSOCTATES, tNC.
ARCHNECTUNE. NANNNC . INIEruONS
P.O. Bq 1976 - Avqr, @ 91620
|p70)9494,2i7 fa( (970) ga rolo
233 E CrE|| |M $ - 5{i. B.rbn CA 93r Ol(flts) 963{!90 FAX 005) 96r-1102
PRO.ECT MI€. FROJECT No1 031"1
I"IENDIK REgIDENCE
VAIL HOUNTAIN LODGE
DRAUlll.lG TITLE.
EA'IH 4
9cALE,ASNO'ED OA1E, tn2/o1
DRAIIN BY-CAT
CHEd<ED BY:TL
tgsrE: tSguE
\CI.414
3/12/O1
ELEVATION
-I
+l
'"1
---'l'
TOI,I.,EL RING
ZEHREN
AND ASSOCIATES, INC.
ARO{IECIURE. PIA}*.IING . hIIR! TS
P,O. 8ox 1 976 - Avon, Cffi !l 620
1970t 91ras7 F x (970) gr$toro
233 E C.no.r Flrddo St - Sar. 8.rbr+ CA 931Ol(rot 3{890 F x (605) 963-t102
PROJECT NAG' FRoJECT No. 098,1
IIENDIK REgIDENCE
VAIL I'IOIJNTAIN LODGE
ORAIJII*' IITLE:
POIUDER ROOH
*ALE' A9 NOTED DATE. V22IO1
DRAII.I BY:CAT
CHECKED BY,IL
ISEUE: I5EJE
la.+to
?t12/O4
ELEVATICN ELEVATION
TOLI,EL BARa 48u Aff
I,lEDICINE
CABINET
ZEHREN
AND ASSOCIATES, INC.
ARCH'IECruRE . PIANNII{G .INTEruORS
P.O. Box 1976 - Avon, Color.do 81520(97019494.2s7 FA( (970 9411000
233 E. CTur Pcrdldo St - Sr||ar Bab|'|' CA 93t Ol
(&r5) 9636690 FAX (805) 963{tO2
DOUBLE ARI'1
FlIRROR
TOIIJEL RINGa 48u ,^#
PROJEcT NAr"fE. FF.OJECf t[O. O'ttb1
IIENDIK RE9IDENCE
VAIL I1OUNTAIN LODGE
DRAIII.I3 ttLE,
I1A9TER BATI-.I- HERS
5CALE. A5 NOIED DAIE. IN?/O
FULL\LENGTI-.I
ON
DRAT]N BY.CAT
CI.IECKED BY: TL
sHEEI,
lo.41a
)46/04
0_lll|:FI(f)
: L_
a
soAP Ir----Nl9tlE-__L
T// fT 7
'/
wooD toE
KICK, TYP
ZEHREN
AND ASSOCTATET tNC.
ARCH]TFCTURE. PIANNII{G. |NIERTOf,S
P.O. 8ox I 975 - Alrn, Color.do fl G2O(970r919n257 fAX (970) 941tOrO
233 E, Canon Perdldo $ - Sarr. 8.rbar. CA 9i1Ol
(805) 963-6890 FAX (SOs) 963-Si 02
PROJEcT NA|'lE, PROJECT NO: @31519'1
I.'IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAING flllE,
IIA9TER BATH- HERg
rcALE: A5 NOTED DAIE: IN2/@4
DRAII}I BY:CAI
CI.{ECKED SY,TL
r3€{JE: rSSUE
to.4lz
3AAlO4
ELEVATION
(
,'@-,€
F
ILILoo
3lllz
I
96fiu
J&HdEA
-t
I
I
_)
* ,t/,/\
\\
\_ft
z
aF
ulJ
tu
ZEHREN
AND ASSOCIATES, INC.
ARG}IITECTUNE. PIANNING. INTERIORS
P.O. Box 1975 - AvorL Color.do 81620
(970) 9,19{1257 FAX (97O 9.49-loEO
233 E. Cer|o|r Pcrddo Sr - Sai. 8a6.r& CA 93t0l(tos) 963{890 ;A( (lo5) 963€tO2
FROJECT NAI'IE: pROJEc? NO: @3t591
IIENDIK RE9IDENCE
VAIL IIOUNTAIN LODGE
DRAUjr.t3 ItTLE:
HASTER BAT|-.I- HERS
gCALE, A5 NOIED DAle. tn2/o4
DRA&I.I BY.CAI
CHECKED BY.TL
tgsrjE: t99UE
1O.420
t/Blo4
FRAI1LE93
GLA93
ENCLOgURE
AND DOOR
,/,/
I]INGE9,
TYP.
ELEVATION
ZEHREN
AND ASSOCTATE tNC.
Arc MCTURE . PIANNING . INTERIORS
P.O. Box 1976 - AvqL Colorido fl 620
l97A 9194257 FAXO7o) !r,t toso
213 E. canoo Pcrdldo St - S.nti Babrr., CA 93lOl
(EOs) 9534E90 FA( (005) 953-tt 02
PROJEcT NA1€. PROJECT NOI O31"1
IIENDIK REgIDENCE
VAIL FIOUNTAIN LODGE
DRAIUII*i TITLE.
HASTER BATI-{- I-.IER5
SCALE:A5 NOTED DATE. IN2/@4
DRAUN E Y: CAT
CI.'IECKED BY,TL
raguE, t3grJE
9I,{EET,
lo.42l
3AA/O4
//\a\l\t /-'.,/\LtNE oF g><1911r.{6 J
CEILING CONbITION9
NELy goFFrT
I
FROJECT NJ}1E. PROJECI NO. @9851
I1ENDIK RESIDENCE
VAIL HOUNTAIN LODGE
DRAIIJII'I6 TITLE,
I1A9TER BATH - HERS
s'cALE' Ag NOIED DAIE. IN2/O4
DRAuN E}Y.KgJ
CHECKED AY,CA
t99JE. r95UE
1o.422
,BlO4
ELEVATION
-z-Lnr\Errl7l ; e;.r",r-H,-{i+ffi.,r**;
a- rsos! 9636890 FAx {sE! 96r{!02
TOILET PAPER
l.loLDER a 29',
TOIUEL RING
A 49, Atr
DOUtsLE ARM
TlIRROR
IlEDICINE
CAtsINET
gOAP NICI]E
LEN6TH
MIRROR ON
BAc/< OF DOOR.
ROtsE HOOK
A 1O' Aff
TOI.IEL BARA 48' Aff
FROJECT MlrE' FRO.'ECT NO: A3|551
I-IENDIK REgIDENCE
VAIL HOUNTAIN LODGE
DRrU't}t6 flt|-E,
I1A9TER BATH. HIg
gCALE. A9 NOTED OAIE, IN2/@1
DRAllt{ BY,CAT
CHECKED EY'TL
tg€rjE. t99uE
l@.423
tA2/O4
-t-Lrrr\Lrr
17/ ;s;Tidrn,i#ililtr
a
-
.,05r e63{E!xr F.^, (!o$ !r6:r-olc2
--l-----l
\r
I L L'NE oF r*lstHaFRAI1LE99
/-t Ac,c,
ENCLOgURE
AND DOOR
ZEHREN
AND ASSOCTATES, tNC.
AR(lntcrurE. Pt NN|NG . htTRtORS
P.O. 8q 1976 - Ar!||, Color.do El62o
19701 9194257 FA)( (97o| 94$1$0
233 E Crrsr Pc.dldo SL - Sani. 8..b.r., CA 931 0l
(tos) 963{Ax) FAX (m5} 963{102
cErLrNG cqNDrTroNg
I
I
\-"ooo NrcHE
FROJECT I\IAI.1E, FROJECT NO: A3891
IIENDIK RESIDENCE
VAIL FIOUNTAIN LODGE
DRAtlJll.16 TIrLE:
flAgTER BAT|-1- r-.|9
SCALE,AS NO1ED DAIE. 1N2/O4
DRAUN BY,CAT
CHECKED EY,TL
tss{.E, t99uE
1..7\ )a )tw.+z+
t/12/o4
\
\
ELEVATION
LINE OF EXIgIING ,/
cEtLtNG CONDtTtONg -------r> - -
ZEHREN
AND ASSOCIATES, INC.
AtcltllEcTURE . n NN[{c. tNlEtrxs
P.O. 8d 1975 - Av!|l, Cobndo St62O(970t9194,57 FAX (970) 9a9-loro
233 E Crq| Pcrdl& $. - S.nb 8.rbr., CA gftol
(609 963{A10 FAX (805) 953-StO2
-------
PROJECT NATIE, FROJECI NO: A3I55"1
I-IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAIJIi.]6 TITLE:
IlAgTER tsATII- HIg
gCALE: A5 NOTED DA7E. IN2/O4
DRAU]N EY.CAl
CHECKED DY,TL
lggrlE: r99UE
1o.42>
9m/o4
___[:]
,/ ,/
uooD ToE
KICK TYP
ELEVATION
e-! /\ l=
Ntcr-.tE
TOIUEL tsAR
A 49, AFF
ROBE HOOK
a 10" AffTOILET PAPER
HOLDER a 2g''
ATF
DOUBLE AR|,l
IlIRROR
IIEDICINE
CABINET
TOIUEL RINC
A 48' Aff
FROJECT NAFG: FROJECT NO, A3I551
I"IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAltl{C lltLE:
OFFICE BATI-.I
gCALE: A5 NOTED DATE. IN2/O1
DRAIN BY:C,AI
CI.IECKED EY:TL
I9EUE, rggrlE
1o.421
942/O4
-A\_-,/ lo.42a>_ /1,3 (]xr'
3/8" = l'-On
r.-r-Llrr\LIr
'.7/r#*##e
a
-
'&.15, e63-68er0 rrx iaosi ,.r-alo=z'--'--
ELEVATION
ZEHREN
AND ASSOCTATE rNC.
ATCHITECTUrc. PIANNING. INIERIOR!9
P.O. 8q 1975 - Ariln, Colo.& tl62{,p7O19194257 FA( pnr) 949t0!o
233 E Ca|on P€dHo Sa. . Sant B.rbEr., CA 931Ol
(tn5) 963{t90 fa( (80s} 96t-fio2
PROJECT N flE. FRoJECT tlO. Otlrrl
I.IENDIK REgIDENCE
VAIL IIOUNTAIN LOD6E
DRArll||ti llTLE.
OFFICE BATI{
5CALE:A9NOIED DATE. IN2/O4
DRAIN AY'CAI
CHECKEO EY.IL
lgelE: lggllE
lo.42B
3A2tO4
3O'LIGHT eAR
ZEHREN
AND ASSOCIATES, INC.
ARC1IIT8Cruru. flANNING . INTERIORS
P.O. 8ox 1976 - Avoo, Cffi St62t
Q7o919{'?57 F X OTIDga}t(m
233 E Ca|on F.rdldo SL - Sanr tab.r." C.A9i1o.l
GOs) 963{E90 fAX (E(E) 963Jt02
LINE OF EXISTING -.-..
cErLrNG coNDrloNg \ ,'.'., ,1
FROJECT NAI,IE' FFOJECT NO, O3E'1
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODCE
DRA]JII{6 TITLE:
OFFICE BATH
9CALE,A9 NOIED DAlet tn2/A4
DRAIIN E}Y:CAI
CI]ECKED EY:TL
'99UE,t99uE
gHEEl,
1o.423
ELEVATION
A
lo.4)2
to.434V
_l
I
I
ZEHREN
AND ASSOCIATES, INC.
ARCHItECruru. NJqNNNG ' INIHIORS
P.O. 8q 1 976 - Avbo, Cdado f t 6m
Q70,949.o/257 F X (970) 9/{}1080
233 E C.noi Mdo SL - Sr r S.tbe'l CA 9f f Of(axi) 9634E90 FA( (EO5) 963-8102
FRO.JECT MI"JE! PROJEC:T i,lO: @3t551
I1ENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAU'tr€ lLE:
LAUNDRY
gCALE.AgNOTED DATE. INZ/O1
DRAIN BYlCAl
CHECKED BY:TL
l99UE, t99UE
gr.{EET,
t@.431
)m/o1
IRONING CENTER
(gURFACE HOUNTED)
uooD 10E
KICK, TYP
ELEVATION
ZEHREN
AND ASSOCIATE' INC.
AROIIIECrurc ' PLANNING .INIRIOIS
P.O, Bq | 976 - Arie.r, Cola.do tt 520
o7019.9{,57 FtJ( O70) gag-toto
233 E C.apo PrdHo SL - s|r'i. Brb.r." O\ 93 I of
(ffrs, 9634690 r X l80t 963-EtO2
PROJEcT NAFIE: PROJECI NO. OlI'61
IIENDIK REgIDENCE
VAIL F1OUNTAIN LODGE
DR,AIIJII.I6 IITLE,
LAUNDRY
9CALE,AS NO1ED OAiE, tn2/O1
DRATN EY:CAI
CHECKED EY:TL
tggnE, tganE
10.432
342/O4
LINE OF EXIgTING
CEILING CONDITIONg
ZEHREN
AND ASSOCIATES, INC.
AXCTdIICTRE ' n NN[{c.INIEXIORS
P.O. Bq 1975 - Avqt, Cd6.do tl62t
(97!) 9,t9{D57 fAX pzn ga$toto
NEIU gOFFIT AND
CEILING
FRA,ECT N,AI'IE: FROJECI NO. O3T51
I-IENDIK REgIDENCE
VAIL I'IOUNTAIN LODCE
DRAII/IIIG TI1LEI
LAUNDRY
gCALE, A5 NO'ED DAIF4 IN?/@4
-I
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ELEVATION
233 E Canoi MHo St - S.r . Ba|t.n, CA 93tol(n5) 963{E90 rA( 0{r5) 963{102
FULL HEICHT CAtsINETs
u,tTt-t tluLTtPLE
PULL-OUI DRAIUERg
ELEVATION
ZEHREN
AND ASSOCIATES, INC.
ARq{TECIURE. NJiNNING' INIERIORS
P.O. Bq 1976-Avon,ffi tt52o
197019194257 FAX (970 9a$10r0
233 E C'|qt Fcrddo sL - 5.rrr B.rt r., CA 931 ol
(EOs) 953{An F X (tos) 963-E1m
PrcJECT NATG. PROJECT NO. A3E51
IIENDIK REgIDENCE
VAIL I"IOUNTAIN LODGE
DRAU,l.l6 TtlLE=
LAUNDRY
3CALE. A5 NOTED DAIE, IT22/O4
DRATN EY:CAT
CI]EO<ED BY:'L
r$iJE, tggUE
1o.434
3n2to4
ZEHREN
AND ASSOCIATES, INC.
ARCI{]TECruRE. N.ANNING. T{IERPRII
P.O. Bq 1976 -Avon, ffifi520pm) 9a9{257 f X O70) 94}r0!o
PROJECT NAIIE' PrcJEc:' NO. OAI"1
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
ORAIIJII{G TITLE:
GUE91 CLOgET
9CALE,AS NOTED DATE, tn2/@4
ADD BRACKETg A9 REA'D
TO IIAINTAIN gPACING
DRAIIN BY:CAT
CHECKED EY:'L
r39UE, t99rE
lo.>oo
tAz/@4
I ) LELEVATION / gINGLE RCDl*
233 E Crsr h.rdldo St -S a. Brb.rr. Ot 93fof(8os) 9634890 ra( 0os) 953{io2
I
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AND FINIgI] TO I1ATCH TRIII
IX 6 I1ELAIIINE IIJALL
CLEAT
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IX 2 IJD NOgING IIJI CI]AFIFER
gTAIN AND FINISI-.I 10 NATCA
CA9ll.lG AND TRlfl
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1X WOOD
9UPPORT
IX 6 VERTICAL
MELAI.IINE BRACKET
9UPPORT
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EXPOgED EGDEg OF
I1ELAIIINE PRODUCTg TO
NAICI{ PRIIIARY
9URFACE
I I IgF]ELF DETAIL A ?RACKETt'
PROJECT I{41€, FROJECT NO. O?E>1
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAIIII.I6 TITLE,
gIJELF/ROD DETAIL
gCALE,AgNOTED OATEI IN2/O1
DRAIIN BY,CAI
CHECKED BY'IL
rsEuE, tgguE
3{EET,
10.bol
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AND ASSOCIATES, INC.
ARCTI]TECIURE. PI.AI$\IING. IN]IRIORS
P,O, Bo\ 1975 - Avoi, Colondo ft G2O
197019194257 F r (t70 9+$1$O
233 L C.r|o|| Hdo St - sf|t Blb.r+ CA 931Ol
(805) 96t{C90 FAX (Urst 963{tO2
FROJECT NA}.IE: FROJECT NO: @3I55'I
IIENDIK REgIDENCE
VAIL IIOIJNTAIN LODGE
DRAuJIII6 TITLE!
LINEN CLOgET- LEVEL 196
s(:ALE, Ag NOIED OAIE, 1n2/O4
DRAttX Ey."Ot
CI]ECKED EY:TL
tSSJE:tSgrJE
1/7.tr...^atr(J.a-/ tlJ I
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1X 2 WD NOSING IUl CHAI"IFERgTAIN AND FINISH TO IIATCI{
CAgING AND TRII-,|
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SUPPORT
IX 6 VERTICAL
I1ELAF1INE BRACKET
gUPPORT
GENERAL NOTE, FlNlgl.l
EXPOgED EGDES AF
IIELAIIINE PRODUCTg TO
IIATCH PRII.IARY
9URFACE
I I IgHELF DETATL a 3RACKET
FRoJECT NA|E: PROJECT No' O)1>51
IIENDIK REgIDENCE
\/AIL I1OUNTAIN LODGE
DRAIIJII.I6 TITLE,
9]-.IELF/9UFPORT DETAIL
gCALE:Ag NO1ED OAIF: IN2/O4
DRA}.T AY:CAT
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t99LE: r93t E
lo.>o3
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-- :sosi s6rsseo i^iirosi gcs.r-rei'--'-'
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TO IYAINTAIN gPACING
I ) IELEVATION / 9INGLE RODt:
ZEHREN
AND ASSOCIAIES, INC.
ARCH]IECruRE' N.ANNING. INTETPR5
P.O. 8q l9t6 -Awi. Colon& 81520(97q 9as257 r x (970) 949-IOCO
233 E C.non Pcrdldo 5r - Sqtfi Ea|t|nr. CA 93r Or
(805) 963-6AXr F X 00$ 963{102
PRoJEct N.AIG. rcJEdt tA o9br1
IIENDIK REgIDENCE
VAIL I'IOUNTAIN LODCE
DRAT'NG TITLE:
COAT CLO5EI
9CALE'ASNOTED DA1EI IN2/O1
DRAUN EY'CAT
CHECKED BY.fL
tgguE: t99JE
10.bo>
tA2/O4
t-lI I IELEVATIONt'
ZEHREN
AND ASSOCIATES, INC.
ANC}ITECTI,'RE. PTANNhIG.IMETPRS
P.O. 8q 1976 - AvqL Cdcrdo tl620p7O19194257 tA( (970) ga9-to
233 E Crsr Plrdido St - S.rl.| BIS-r, CA 93l0l
(flrs) 9636An FAX (805) 963{102
FrcJECT NAIE: FRO.JECT NO. O3E 1
I.'IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAT'[.I6 IITLE:
COAI CLO5EI
gCALE'Ag NOTED DA1E. IN2/O4
DRAN BY'CAT
6HECKED BY,TL
t99{jE, tEgrlE
| .rr tF
-^ ,tt(/)-?(20
lmto4
I I lEtrvaloN
ZEHREN
AND ASSOCIATES, INC.
Ano rEcIlnE. P|-ANM]{C . |NTR|ORS
P.o. 8d | 976 - AYq!, Color.do tl62o
(970) 949{1257 tA)( 07o) 94},1080
233 E C.mt| Fc.ddo Sr. - S.ra. Ba6.r., CA 93101
(805) 9536890 F X (!{r5) 963{tO2
FRO.'ECT t{AIlE' FROJECT },IO. @3I59'I
I1ENDIK REgIDENCE
VAIL MOUNTAIN LODGE
DRAI,IJIN TI'LE.
COAT CLO,EI
9C:ALE, ,aS NOIED OAIE, t/22/O1
DRAIN EY-CA?
4IECKEO BY:TL
lgguE: t99rE
g+.{EET,
10.>o1
,42/O1
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FRO.'ECI Mt€: PROJEC' r1O. O'b91
I1ENDIK REgIDENCE
VAIL I.IOUNTAIN LODGE
DRAr!ft{6
'|fLE,COAT CLOSET
gCALE:As NOIEO DA7E, W7/O1
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AND ASSOCIATES, INC.
ARCTIITECTURE' PIANNII{C . INIERKNS
P.O. Box | 976 - Avon, Color|do fl 52Olgml 94257 FAX (970) gtgt oso
233 E. C.rst Plrdido SL - S.ntr 8.rb.r., CJ{ 93l0f
(805) e634890 FA( (005) 96r-!t02
FROJEcT NAME. FROJECI NO. O3I>'1
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAITJII*S TIiLE:
EROOI1 CLO1EI
ALE:AgNOIED DA'E. IN2/O4
DRAUN EY.CAT
CI{ECKED 6Y:TL
l96r,lE, t5gr,rE
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PROJEGT NAFG: PROJECI I4o. O'I>>1
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRATI'II..IG IIILE:
tsEDROOFl {- I,IJINDOI,! UJALL
9CALE'A9 NATED DATE. IN2/O1
DRAUN BY:CA
CHECKED BY:TL
lseE, t99{rE
lo.boo
3n4/O4
-/t-Lr'r\ErYl7/u,a;*aa
a- rro5r 963{dxt t x (ro5r 9634102
3LO?ED
CEILING
ELEVATION
FROJEcT NA''IE' ?@JECI NO. O)Eb-1
IIENDIK RE9IDENCE
VAIL IIOUNTAIN LODGE
DRATI'II.]€ TITLE:
BEDROOI'I "- IUINDOIU I,UALL
9CALE,Ag NOIED DATA tn2/O1
DRAT]N EY:CA
CHECKED BY:IL
tSalE: rsguE
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9LOPED
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ELEVATION
PROJECI NAIE, ?rcJE.-l tto: o7tat1
I1ENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRA&rnl6 TITLE-
BEDROOI-I B- I1JINDOIIJ I,IJALL
gCALE:AgNOTED DAIE. IN2/O4
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AND ASSOCTATE tNC,
ARCHIIECruRE. PI.ANNING. NTNPRS
P.O. lox 19t6 -Ar,Dn, ffirt6m
Q7q 919.o:l'7 fAX (970) 9,1$lO8O
233 E. C|nq| Pcrddo SL - S.rr.l bs., CA 93f0l
(a)5) 963{An F,t\ (80t 963{t 02
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NEIIJ gOFFIT AND
CEILING
FROJECT MflE' FRO.JECT No: @31991
I1ENDIK RE9IDENCE
VAIL IIOUNTAIN LODGE
DR,4I!'Ii.I6 TITLE:
BREAKFAgT NOOK- EAgT II,|INDOUJ IUAL
gCALE: A9 NOTED DAJE, IN2/@4
DRAITN EY,CA
CHECKED BY:IL
r99JE: t96r,tE
gHEE?,
l@. o3
942/O1
ELEVATION
ELEVATION
FROJECT l{AtlE, FROJEC? }.lO: @3195]
IIENDIK RESIDENCE
VAIL IIOUNTAIN LODGE
DR4llrll.l6 TITLE:
BREAKFAgT NOOK- @UTI] IUINDOI.I' U'ALL
sCALE'A5 NOIED DAIE, IN2/O1
DRAlll.l EY:CA
C}IECKED EY,IL
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-.-Lrr,..LIr'-7/;mi;ffima- iaxr]953#xt FAx rp5.ir <t 96i{:c2
ELEVATION
ZEHREN
AND ASSOCIATES, INC.
AIC' IECIURE. ruNNhtc , ti ImRs
P.O. 3d 1976 - Areo, ffi St62O
|9.7q91p4',57 F X (971)9t$t0fl,
233 E C$ori Pcidido SL - S.rm B.rb.r., CA 93 | Ol(ars) 9636890 tAX OO5) 963{tO2
PROJECT NA}1E. FROJECT NO: @31591
I*IENDIK REgIDENCE
YAIL IIOUNTAIN LODGE
DRAIJI}IG IITLE:
DINIh&3 ROOII- EA9T IUINDOUJ II'ALL
gCALE: A9 NOTED D.ATE, IN2/O4
DRATIN BY:CA
CI]Ed<ED BY:TL
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3[.tEEt:
lCI.b@9
3nt/o4
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lr.|J
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ZEHREN
AND ASSOCIATES, INC.
ARCHIIBCruRE . PITNNING .INIE$ORIi
P.O. Eor | 976 - Arro'|, Cdondo El 64,l970't 94257 F X O7O 9,t9-toEo
231 E Canon Mldo St - S.nt B.|b.r." CA 93t0l
(EO5) 963{690 F I (8115} 963A1 02
PROJEcT NTME. PROJECT NA a|E51
IIENDIK RESIDENCE
VAIL I1OUNTAIN LODGE
DRAIUIIIG TITLE.
LIVING ROOH- NE T E UNDOTU UJALL9
SCALE, 49 NOIED DATE. IN2/O1
DRAIIN BY:CA
CHEO<ED BY,TL
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ARCI{IICIURE. PIANNING . INIERIORS
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233 g C.rsr P1'dido SL - S.r{. Brrb.n, Of 931 0l(E05t 9636690 FN( (Ats) 963_Et02
FROJECT NiAl.lE, FROJECT NO: @3t551
I-IENDIK REgIDENCE
VAIL F1OUNTAIN LODGE
DRArUtr.lG flll.E.
Llvll.lc Rool-l- gE r I u,tNDotU TUALLS
3CALE, A9 I'loTED DAI& tn2/a1
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AND ASSOCIATES, INC.
ARCHIIICIURE. PI.ANNING. INIERJORIi
P,O. 8q | 975 - Ayo.t, Crlor.do tl 620
w0i9.9{',57 FA)( (970 9.+$t060
233 E C.rur Prdl& St - S.nb B.rtr., CA 93t 0l
(805) 963d90 tA)( (ro5) 963{1 02
PROJECI NAIG. ffi)E't trc)t O3l>t-1
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAIIIII.IG TITLE:
Llvll.lG Roof'l- 9llj LllNDotl, tlJALLg
SCALE: Ag NO1ED DAIEI I/22/A4
DRAUT-I EY'CA
C}]ECKED EY:TL
t99uE, t95uE
lo.blo
3/12/O4
X
ELEVATION
ZEHREN
AND ASSOCIATES, INC.
ARGIITECTURE' PIA}.O{ING. NTEruORS
P.O. 8ox 1976 - ArcrL Colo..do !1520
l970t 9194257 F X (97O) 94$lO8O
233 E Crr|on Perd& St - S.tr B.rb.n, CA 93lol(805) 9636E!D FAX (urs) 963{r02
FrcJEc:T NAIIE: FF]OJECT NO. 031"1
I-IENDIK REgIDENCE
YAIL IIOUNTAIN LODGE
DRAUJII.16 IITLE:
LIVIT.IG ROOFI- IlEgT I,UINDOIIJ I,UALL9
gCALE: A9 NOTED DAIE. IN2/O4
DRan:,;1 6y,"O
CI]ECKED E Y:IL
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aA6/O4
2zb;v<
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IIENDIK REgIDENCE
VAIL F1OUNTAIN LODGE
DR4UJIII6 TITLE.
FAI,IILY ROOII- gOUTH IIJINDOIIJ I,UALL
9CALE, Ag NOIED OAIE, 1n2/O4
DRAIIN BY,CA
CHECKED BY.IL
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AND ASSOCIATES, INC,
ARCII]IECTURE. PI.ANNII{G. INTTRIORS
P.O. lor 1976 - Arqr, Color.do Et62t
1970t 91r4t57 FAX (97o} 9alr(m
233 E. Cnron P.rddo St - Sltir 8..b.r., CA 931 0l
(EO5) 9535690 fAX (605) 963€102
FROJECT N/l"lE, PROJECT NO, O7l9>1
IIENDIK RESIDENCE
VAIL IIOUNTAIN LODGE
DRr\UllNG t|TLE.
GAI'IE ROOII. EAgT IUINDOU U'ALL
*ALE' A9 NO1ED DATE: IN2./O1
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ARC}IINCTURE. PTANNING . hIIRPTS
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Pm) 949.0257 f X g7O gil$loro
233 E. Carur F.rdldo St - S.,rh lrbrr, O\ 93101
(EOs) 96348!r f X 60t 963{tO2
FROJECT NAIf: FFOJECT NO: 431991
I'IENDIK REgIDENCE
VAIL I-IOUNTAIN LODGE
DR4II'I}.I6 TITLE:
GAIIE ROOI-!- 9E, E | 9u', U'tNDOu' TUALL9
3CALE. A9 NOTED DA'IE, IN2/O4
DRAIIN DY'CA
CFIEd<ED BY:TL
lg9uE: lg3|JE
SHEET:to. l4
tn2/o1
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ELEVATION
ZEHREN
AND ASSOCIATES, INC.
ARCHTrcruRE . PI"ANNING .INIERIORS
P,O. Box 1975 - Awrt, Colondo Et6A,
l970l9191t257 FAX Orc) 9,t9-1mo
23f, E C.non Perdido St - S{tt 8adrr., CA 93lOl(tos) 963-6E90 rAX (8{r5) 953{102
FROJECT N/I|IE, PRO)eCl NO. O31991
I*IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAU'N{6 TITLE.
tsEDROOl-t 14- SOUTII UJ|NDOUJ u'ALL
gCALE: A9 NO'ED DAIE. N2/O1
DRAUN BY,CA
CHECKED BY:TL
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tv/. t I
9A6/O4
ELEVATION
PROJECT NAI.IE' FROJECT NA O'b>1
I1ENDIK RE9IDENCE
VAIL I-IOUNTAIN LODGE
DRAUJll.lG TITLE.
EEDROOI-I 14. II.EgT II,INDOUJ UJALL
gCALE! A9 NOIED DA7E. N2/O4
DRAIIN DY,CA
CI]ECKED BY:TL
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AND ASSOCTATE tNc.
ANCH]IECIURE. PIANNING . INIERIOIS
P-O. Box 1 976 - Aro|t, Crlor.do !l 621,(970) 949{257 FA( 0n } ga$roEo
23t E. Crnoo Mldo St - S.rir Ba6.r., CA93lOl
(EOs) 9635E90 FAX (805) 9634.102
FRaJECT MllEf ?ROJECf NO. O^rU1
IYENDIK REsIDENCE
VAIL IIOUNTAIN LODGE
DRAU'I}IG IITLE:
BEDROO|,1.4- 90uTt{ u,tNDoru UALL o)
3CALE: A9 NOTED DAIE. IN2/O4
DRAI,IN BY,CA
C}I€O<ED EY,TL
r55UE:t99UE
gl]EET,
lo.6l"
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ELEVATION
ZEHREN
AND ASSOCIATES, INC.
ARO{rtECruRE. PTANNIhIG . INTETKNs
P.O. 3q 1975 - Ar!n, ffi Et620
l970D949A257 FAX O7O 9.$1080
FRAJECT N,AFIE: PrcJEc-7 TIO. 0'851
IYENDIK REgIDENCE
VAIL HOUNTAIN LOD6E
DRAJI}tci TITLE,
HALL. NORTH I,IJINDOIU UIALL
SCALE'A5 NOTED DAIE. IN2/O1
DRAUN BY:CA
CHECKED EY,IL
ts9rJE. t59uE
s*lEEt
to.bzl
ttn/@1231 E. CaFo PcrdHo St - Sffi Brb.r|, CA 93t 0l
urs) 9634t90 FAX (Ar5l 96:!Et0r
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I-IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAUJI}.I6 TITLE,
IIA9TER BEDROOII. NORTI] I.UINDOIU IUALL
SCALE: A9 NO1ED DAIEI N?/O1
DRAIIN BY:CA
CI.IECKED BY.TL
t95uE, I96IJE
lo.b22
1nlol-r-LrIr\Lrr17/riru;-t+*ur
I
Z rsosr 963-6an0 FAx rEcsr 9534!c2
PR@JECI NAJ'€, FFOJECT NO: @31E9]
I,IENDIK RESIDENCE
VAIL I'IOUNTAIN LODGE
DRAllIl"t6 ltTLE,
IIA9TER BEDROOH- EAgT IUINDOIU uJALL
3CALE, Ag NOTED DAIE, N2/O4
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NEIIJ CEILING
Flm'L\tL_]1.
ELEVATION
FROJEcT NAME, VROJECf NO. O7I>51
I"IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAuJli.l6 lrlLE,
HAgTER tsEDROOIl- 9OUTII IIJINDOUJ IIJALL
scALE, /^9 NoIED DAf* ln2/o4
DRAUIN BY.CA
CHECKED BY:TL
s*{EEt,
l@. 29
646/O4
-.-Lrrt\LIv
17/-;l;uru**m"
a- Ito5t e634E9o FAx (a's! 963-gto2
FECESgED GLASSgI.IEL!G9-9EE FLA
ZEHREN
AND ASSOCTATE lNC.
Allotntclunt. nlHNtNG. tNIEnKnS
P.O. 8or 1976 - Aro.r, Colffrdo 81620
(9zol 9,194257 FAX p70) 9i$r080
233 E Crr|or Flldldo SL - Srit 8rb.r+ C 93tol(ros) 96!4c90 fa( (E051 963-E1(D
PROJECT N/A}G. FROJECT NO. O)|E51
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAIIJI}.I6 TITLE:
FIA9TER BEDROOH- uEgT II'ALL
ScAEf AS NOIED DAiE ln2/@1
DRAI,I.I EY:CA
CI{ECKED EY:TL
rsguE: rggrjE
9HEEI'
1o. 26
tn/o4
LINE OF EXIST
DORr1ER
NEU, ulNDotu
I
-dt
--tc!(n
I
ELEVATION
ZEHREN
AND ASSOCIATES, tNC.
ANO{IECTURI . PTANNING .INTRIOTS
P.O- Bd | 975 - Awo Cdondo f 1620
l970l 9t9425 FAX 6tO g.ts't oro
233 E, Cryr P.rdido St - S.rfi B.rb-., CA 93tOl(EOsl9634890 tAX (E{rs) 963{t02
FROJECT NAI€: FROJECT No: a3E9.l
IIENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAIUII|G llILE.
ffiICE- gOUTI] I,UINDOUJ UJALL
*ALE: A3 NO1ED DAI'E, IN2/O4
DRAUN AY.CA
CHECKED BY,TL
tgglE: tggrjE
to.b21
9/16/o4
LOCATION TO ALIGN
r.l,tTH NEUJ DOfflER
K[-.i(JE
7--
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7--
\_
.Eg< BY INTERIOR
JE9IGNER
LINE OF EXI9TIN6
CEILING CONDITIONS
FR(,JECI NAIE, PFiOJECI t.{to. Olt>>1
I1ENDIK RFgIDENCE
VAIL I1OUNTAIN LODGE
DRA!0{6 II'LE,
ffiICE. DEgK IUALL
SCALE, Ag NOTFD DAJEI N2/O4
ZEHREN
AND ASSOCIATES, tNC.
ARO{TECIURI. PTANNING . INTERIORS
P.O. Bq 1976- AvqL Color.do !1 52O
187or 9a94257 FA)( (970) 9,t$1o8o
233 €. Carq Mdo St - Sarn Batb|'., C 93t0f
1805) 963-6690 F X (805) 9634102
DRArN AY:CA
CHECKEO EY:TL
rsgrjE: t99JE
lo.b2a
1AlO1
ELEVATION
ZEHREN
AND ASSOCIATES, INC.
ARCH]TECruRE' NANNING. INIERIORS
P.O. Bq I 975 - A\roi, Cokr.do Et 620
1970t 942s7 F,r"\ (970) 9.t9-l080
233 E. C.non P€rdido St - S.|{. 8.6.r., CA 931O'l
(805) 963{890 FA( (805) 9614102
LINE OF EXIgTING
CEILING CONDITIONS
NEIIJ gOFFIT,
LOCATION TO ALIGN
tI,ITI-.I NEIIJ DORI.IER
RIDCE
IIECI-.IANICAL LOUVER
PROJECI NA|E: ?@JECI NOt O"1*1
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAUJI'|G fltLE.
OFFICE- EAgT UJALL
SCALE: A9 NOIFD oafE, ln2/@4
DRAIIN E}Y:CA
CT]ECKED BY.TL
l99LJE , l59JE
9r..rEEt,
1o. 23
1/VO4
ELEVATION
I-IECHANICAL LOUVER
CENTER ON IUALL
\il ilo " ll ll/
ELEVATION
FFarEcr |{allE, ?@JECT NO. O7b91
I*IENDIK REgIDENCE
VAIL IIOUNTAIN LODGE
DRAIIIhI6 TITLE.
OFFICE I.IALL- NORTH UIALL
SCALE.ASNOTED DAIE, IN2/@1
DRAIN EIY:CA
CHECKED BY:TL
tssuE: t99uE
SHEET.
\a.630
tA/o4
I LLnt\f,,rr
l7/ru*#*m*
a- (drs! e635seo F^x,Jrsrg.,-uo2
n ll -/
I-1ECI-IAN ICAL LOUVEF,
CENTER ON LUALL
FROJECT NArE: ?@JErf NOt O1l5t1
IIENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRA[jlt16 TITLE,
I{ALL 2O3.gTAIR I'ALL
SALE' A9 NOTED DAIE: IN2/A4
DRAIII{ BY:CA
CI.IECKED BY,TL
t99uE,t95uE
lo. 3l
1AlO1
ELEVATION
-t-L'-,*Errl7l;s-u*r;:,^iil,:+-*im
a- (so5l e6348eo FAx (sr' e63{lo2
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UOOD FLOOR
ELA9TIC
ADHE9IVE
PROJECI NAIIE: PROJECT I.lO: @3t591
I1ENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAIIJII.{6 TITLE:
FLOOR TRAI{glTlOt19
SCALE' A9 NOTED DAJE. IN2/O4
DOOR LOCATION
HARDIIJOOD TRANSITION
BOARD uJtrFl +"
CHAIIFER @ TRANgITION
CARPET T PAD,
F<EF 9TELi'
EXISTING CONCRETE
FLOOR, REF ARCI-.I.
DRI\IIT{ BY,CA
CHECKED BY,TL
l99UE! tg9rjE
SHEET:
1o.100
2n9/O4
.^ /\
--F+L,Al.<l-tr |
-,'-LIrr\LIv'7/;;4:{#^d,#ilffi1- {sos e.,6reo F x 60r e'3{io2
T
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CARPET 4 PAD,
t\Lt vt t-\/v
DOOR LOCATION
j" ct-.lArrER a TRANgtloN
EDGE
gTONE
ADHESIVE
FLOOR 9Y9TEI19,
KEI- AI.<L-H.
( 9LATE, 6RANITE, LIIIESTONE)
FROJECT NAI'IE' FfQO',ECT NO. O21"1
I1ENDIK RE9IDENCE
VAIL IIOUNTAIN LODGE
DRAIIXT.I T|ILE,
FLOOR TRANSITION9
SCALE, A9 NOTED DATE. IN2/O4
ZEHREN
AND ASSOCTATE$ ]NC.
ArcHlTECruRT . PIANNINC .INIEruONS
P.O, lq 1976 - A\Ioc Cola.do t1620
(9Zr) 9r9-{r25r f X p70r 9r{'.1(m
DRAII.}I BY:CA
CHECKED AY,TL
t99JE, t99JE
to.10l
2n>/o4
CARPET / STCNE
233 E. C.nq| Fndido Sr - Sante Errtrn CA 93tol
(8Os) 96348rxt FA( (Ars) 963-tto2
I
I
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I
t
| "o*o=r 4 pAD,
l'\l-l vl l- r-,\./
I
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t
T
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T
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I
DOOR LOCATION
CARFET / =?O)/tY RIVERSTCNE
ZEHREN
AND ,dSSOCIATES, INC.
ARC}ITIECIURE. PI.ANNING . NTMrcRS
P.O. 8(t( | 976 - A\qr, Cobndo 81 520(97q9194257 F X (9ZD 94$t{EO
233 E C.nq| Pcrdldo St -S rh 8ub.r.. C 931ol
(EOs) 963d90 F X (80s) 95r-st 02
FROJECI NAflE, P@JECT |@. O71 91
I-IENDIK REgIDENCE
VAIL I1OUNTAIN LODGE
DRAUING IIILE,
FLOOR TRAN9ITIO}.I$
9CALE,A9 NOIED DAfE. V2?/@1
DRAUN BYJCA
CHECKED EY:IL
t99JE: t95t rE
T.{EET:
t@.102
?r24,/o1
EPOXY RIVERgTONE
FLOOR 5Y9TEI,1S,
|.<ET A|<UH,
I
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UOOD FLOOR
REF 9PEC3
=t c.'f t-L l- /.t\-,/ | | \/
ADF.IE9IVE
ZEHREN
AND ASSOCIATES, tNC
ARCHITICTURI. nttitND.tc. tNtERtoRs
P.O. 3d 1976 - Arolt, Golor$ 81620
97q9494,5'7 FAX pm) 99too
233 E C.|ut Pcrddo SL - Sat 8lbr., CA 93l0l(tosl963{8910 F X (8051963{tO2
DOOR LOCATION
gTONE, REF 9PEC9
ADHE9IVE
EXIgTING CONCRETE
FLOOR, REF ARCI{-
(9LATE, LIIIE9TONE)
FROJECT NA1E: FROJECT NO, ?)1591
IIENDIK RE5IDENCE
VAIL IIOUNTAIN LODGE
DRAtlll.l3 TITLE-
FLOOR TRANgITIONg
gC:ALE:,IAg NOIEO DAIEj IN2/O1
DRAIIN BY,CA
C|{ECKED BY.]L
rggr,tE, t55UE
1o.103
2n>/a4
WOCD / gTONE
I
t
I
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I
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---l/)--
CARPET l PAD,
Ktr,f- i2rtrL9
gLOPE CONCRETE
TO Z" AT
TRANgITION POINT
DOOR LOCATION
j" cr-.tAHFER a TRANgtloN
EDGE
GRANITE, REF 9PEC9
ADI-.IE9IVE
FLOOR 9Y9TEF1S,
|<trT AF<L-H.
cARPET / gTCNE (I I/4")
PROJECT N/ATIE. PRO.'EGT NO: @3I55'T
I1ENDIK REgIDENCE
VAIL I1OUNTAIN LODCE
DRAII,II.| TITLE,
FLOOR TRANgITIONg
gC:ALE, AS NarED DAIE, ln2/o1
DRAIIN E}Y:CA
CHECKED BY:TL
1o.104
2n9@4
-
.- L rr r\ L r\17/;*u-*;rurp"
a- rrl! 9634ux, ;Ax (so51963{1ot!
4'-6" ABOVE gHOIUER FLOOR
uNo)
Ar'-o' AtsovE gl-loLuER FLooRY rr-tte€HouJERl
A b" ABOVE TUB DECKv (lrERg AND e,ATH *4)
9HII1 A9 NECEggARY
ZEHREN
AND ASSOCIATES, tNC.
AncHIIscruru ' nANNI{G. hTIER|ORS
P.O. 8or 1976 - Awn, ffitt62o
|p701919o257 r X On )9a9-to!o
2t3 E CaEn PcddoSL - S.r . 8rb.r." CA931O1
t8051 95:HA)0 F X 605) 96.t{ro2
PROJECT NAIE: ffiJECI NO. O)Ib'1
I,IENDIK RESIDENCE
VAIL IIOUNTAIN LODGE
DRAII,II.I6 T!TLE,
gECTION c 9HOu.ER NlCllE
gcALE,As NOIEO DAiE, tn2/@4
SECTICN
DRAII}.I BY,CA
CHECKED BY,IL
r99UE,r9eiE
1o.10>
2n>/o4