HomeMy WebLinkAbout2785 Bald Mountain RdCONSTRUCTION PERMIT
E pluMerNc[f rouruoRrron
12785 BAI.D MTN. ROAD
NOTE - COPY OFIN ON JUNE
DATE
PERMIT TO BE KEPT ON JOBSITE NOTES ATTACITEDL2, 1992
005516
department of community development
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
EF auttonrc
EF erecrRtcllfI MECHANICAL
LEGAL
DESC.
LOT r BLK__I__
FTLTNG ut* vt*
lOeruAMe ' HiJNTER REMODEL
OWNER r.nue DR. DOUG HUNTER
5 BLACK{ERMAIADDRESS
ctrY ENGLEWOOD, CgH
ARCHITECT FIRM
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
FIRM PINYON BUILDERS Itr6:TTOWN OF VAIL REG. NO.
827 -s7 93
r".--1?'^i?3h
F|RM RESoRT SERVTCES
TowN oFVATL REG. No. r77-E
JERRY 949-6013
PLUMEING
CONTRACTOR
FIRM SIBLEY PLUMBING
134-P
TOWN OF VAIL REG. NO.
827 -5736
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VA|L REG. l!O.
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
TELE.
I. TYPE OF CONSTRUCTION
2 OCCUPANCY GROUP
I t rv v
ABEHIRM
122a34DtvlstoN
GENERAL DESCRIPTION OF WORK :
-
BATITROOM RXMODEL AND ADDITION.
PERMIT NO.
z
tr
J
BU ILOING I2,000
ETECTRICAL I ,000
PLUMBING 6 ,000
MECHANICAL
TOTAL r9, oo0
TYPE GROUP G,R.F A VALUATION PERMIT FEES
\I R-3 0 19,000 BUITDING PERMIT 235
\N(|,
s{b* \9
t'F.
{,r
a. rN
PLAN CHECK 153
ELECTRICAL 50
NEW() ALTERATION (XX ADDITIONALO REPAIR()PLUMBING t90 / $23 ll4L334
DWELL]NG UNITS ., ACCOMMODATION UNiTS
HEIGHT IN FT
--
NO- FIREPLACES
MECHANICAL
RECREATION FEE
F.VAL LU ETHICKNESS DESIGN REVIEW BOARD
CLEAN-UP OEPOSIT 100
USE TAX
FOOF
ADDITIONAL PERMITS NEEDED
Y N INITIAL
ST, CUT X
ALASTING
ARKING
DEMO
TOTAL PERMIT FEES $ 65t ,^#
CHUCK FELDMANN JI'NE 15, T992
utLDlNG OFF|C|AL DATF
NO PLANNER
)NING ADMINISTRATOR DATE
ONING & BUILOING NOTES|
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 inlormation provided as required is correct. I
laws. and to build this structure to the Town's zoni tvtston tgn
review approved, Uniform Building Coy'e/
CLEAN ITP TO: PINYON BUILDER/
icable
PO BOX 96
MINTI]RN. CO 81645
her
OWNER OR CONTBACTOH HIMSELF
CONSTRUCTION PERMIT
ff pluusrr.rc
E rouHoertorl
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
OATE
' 'tni
dopartmont of community development
TO 6E FILLED OUTCOMPLETELY PBIORTO ISSUANCE OF PERMIT
TYPE OF PERMIT
)KeurLorHcE ElecrRtcel
ECHAN rb
LEGAL
DESC,
LOT 5 BLt(-_4=._
FrLrNc tlwltWe'n
B NAME:WoW-
OWNER
MAILADDRESs S U*)AAef-
crrv 6.J6tL+dtOD pH.
ARCHITECT rrnu irIf,\IE
7
{
t
MAIL ADDRESS
CITY PH.
GENERAL
CONTRACTOR
nnu- i!!Yo{ trrtroea>
,o*" oruo,, **u. *o. ktro-4
TELE. 3L1-5113
Ji,l"'^ii3h
!-l \l/\J -(
row" or ve,r- nee. *o. fl'l-6
PLUMBING ''*u StD!{:l fq.t4tsl^J4
U(,NIKAUI{JX rELE. frTt-s'15-
MECHANICAT
CONTRACTOR
FIRM
TOWN OF VAIL BEG. NO.
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
TELE.
PERMIT NO.r. TYPE oF coNsrnucroN r rr rn rvf\
2. OCCUPANCY GROUP O " ' '@Uotvtstot{ , , r@o
GENERAI= DESCRIPTION OF WORK :
-
a 6d.-*ttla*l I rtw|.)xtal-
$
5l
*'1
BUILOING lL,o@.fi
ETECTRICAL 48P" ctt)
\PLUMBING b,oo -a)
L I
T ECHAfltCAt_€)-
V@ tel00 /iO
TYPE GROUP G.R.F.A, VALUATION PERMIT FEES
Q3 BUITOING PERMIT I <z- --(7eJ )
PLAN CHECK
ELECTRICAT '{.zr -
NEW( ) ALTERATION () AODTTTONAL( ) REPATR( )PLUMBING 1o +;3
DWELLING UNITS -- ACCOMMODATION UNITS
-
HEIGHT IN FT.
-
NO. FIREPLACES
MECHANICAL
RECREATION FEE
CLEAN.UP OEPOSIT too -
USE TAX
rYPE ELEc. T "*(Jr
EEAT , I't." ' \ VrtADDtnor '\rri,\(. r\ / \V
ST. CUT
BLASTING \. {\\-pARKTNG ,..t \'\\rr-\
t*|o
TIAL
TOTAL PERMIT FEES Q2b.o- -
MJ:'>P:=oTx-FiorncTer- DhTE -
NG AOMINISTRATOR
INO A BUILDING NOTES:
DATE
I hereby acknowledge that l.have read this application, filted out in tull the information requirod,completed an accurate plol plan, and state that all the Information provided as required is coirect. iagree lo comply with the information and plot plan, tg^pomply wilh alt Town ordinances and slatelaws, and lo build lhis structure according to the
review approved, Unilorm Building Code and other
CLEAN I'P DEPOSIT TO:bffi,?"^'altftsPNYct{ SltustS
's zoning and subirivision codes,
75 south tronlege road
vail. colorado 81657(303) 479-2L38 or 479-2139 ottlce of communlly devclopmeltt
BUILDING PERI,IIT ISSUANCE TIME FRAI.IE
If this peryit. requires a Town of Vail Fire Department Approval,Engineer''s (PyUti6 Works) reyiew and approval ,'a planning'Oepartment
review or Health Department revi'ew, and'a review by the 6ui'l hingDepartment, the estimated time for a total review iray take as 16ngas three weeks.
All commercial (large or small) and all multi-family permits willhave tq fcllow the above mentioned maximum requiremLnts. Residentia]and-small projects should tal(e a 'l esser amount of time. However, iflest',dential or smaller projects impact the various above mentioneddepartments. wi.th regard to necessary review, these projects mayalso taRe the three week period.
Every attempt will be nade by this department to expedite thispermi.t as s.qon as possible.
I, the undersigned, understand the plan check procedure and time
Trame.
Agreed to by:.
Project Name
Date hlork Sheet was turned into the
Communi ty Devel opment Department.
75 soulh fronlage road
Yail. colorado 81657
(303) 479-2r.38 ot 479-2L39
ALL CONTRACTORS
TOWN OF VAIL
offlce of communlly development
CI'RRENTLYL REGISTERED WITH TIIETO3
FROM:
DATE:
su&TECT:
TOWN OF VArL PUBLTC WORKS/COMMUNTTY DEVELOPUENT
MARCH 15, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn surunary,,ordinance No. G states that it is unrawful for anyperson to litter, track or deposit any soil, rock, sand, debrisor material, lncluding trash dunpsterl , porlable toilet! andworlcnen vehicles upon any street, sidewaLk, alley or publicpl1:" or any portion theieof. The right-oi-way in af1 Town ofvar-l streets and.roads is approximately 5 ft. off pavernent.This ordlnance will be strillry enforcid by the Town of VailPgpli-c works Department. pers6ns found viSlating this ordinancehtltr be given a 24 hour written notice to remove said material .In the event the person so notified does not comply with th-notice within the 24 hour tirne specified., the puLric worksDepartrnent wilr renove said rnateiiat at i,he expense of personnotified. The provisions of this ord.inance sniff not beapplicable to construction, maintenance or repair projects ofany street or alley or any utilities in the right-a-way.
To review ordinance No. 6 in full, prease stop by the Town ofYlll lli+ding oepartment to obtain i copy. rhank you for yourcooperation on this rnatter.
Read and acknowledged by:
Date
Plan Revier Based oatbe 1992 Unifo:.n Codes
NAME:HUNTER REMODEL DATEz6/L5/92
ADDRESSz2'185 BALD MT. RD. CONTRACTOR:PTNYON BUILDERSVATL, COLORADO ARCHITECT:NONEOCCUPATICY:R3 ENGTNEER:NONE
TYPE OF CONSTRUCTION:V PLIANS EXAMINER:C. FELDMANN
CORRECIIONS REQUIRED
lbe itans ligted belor are not i-ntended to be a conplete listingof ell possible code requirenentg in tbe adopted codes. It is aguide to selected sections of tbe codes. Ihe folloring i-s not tobe construed to be an approval of any violation of any of the pro-vigions of tbe adopted codeg or any ordinance of the Torn of VaiI .
]-) SMOKE DETECTORS REQUIRED PER SEC.L2LO ]-991 UBC.
2) FIELD INSPECTION REQUIRED FOR CODE COMPLIANCE.
X, lt@
|'
INSPECTION REQUESTTOWN OF VAILT NUMBER OF PROJECT
JOB NAME
CALLER
INSPECTION:MON TUES WED
PERMI
DATE
r,rfi r',3 r N
READY FOR
LOCATION:'X n5 r:ratd r'1+-
TOWN OF
';irl t€12--
THU
BUILDING:
N FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
phoucH / D.w.v.tr FOUNDATION / STEEL
D FRAMING knoucn / wArE
- ROOF & SHEER
" Plvwooo NAtLtNG tr GAS PIPING
tr INSULATION
E SHEETROCK
n
D
tr
POOL / H. TUB
NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
fI HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
n
tr SUPPLY AIR
tr
tr FID'f,1 tr FINAL
(z tr DISAPPROVED tr REINSPECTION REQUIRED
CORBECTIONS:
INSPECTO
nffis,,o"
ffit6 I
N REQUEST-I,
PERMIT NUM
DATE
READY FOR INSPECTION:
LOCATION:
CALLER
UES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDEBGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
,- ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
tr INSULATION O POOI / H, TUB
tr SHEETROCK NAIL
tr FINAL
-
O HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr DISAPPROVED tr REINSPECTION REQUIRED
DAnE 7''2C'?1 rNSPEcroR
t{i 'i IJ)lb tINSPECTIONTOWN OF
I
REQUEST
VAILPERMIT NUMBFR OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON THUF
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr FOUNDATION / STEEL
FRAMING
D OOF & SHEEF
PLYWOOD NAILING
Fr'rsur-nrronrtr.SHEETROCK NAlL
tr-
N FINAL
lELEGTRICAL:.
tr
tr
tr
tr
TEMP. POWER
ROUGH
CONDUIT
b FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE
,. J
1
7- J/-72 INSPECTOR
flz<. I\ tl
--'/ / |llL.'REQUESf
VAIL
(
PERMIT NUMBER OF PB
t,rf\ | c
READY FOR INSPECTION:
LOCATION:
NAME
CAL
tiloN TUES PMit-
"t-a
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION i STEE-tr ROUGH / D.W,V.
D ROUGH / WATERtr FRAMING
- ROOF & SHEER
" PLYWooD NAtLtNG tr GAS PIPING
D INSULATION POOL / H. TUB
SHEETHOCK NAIL
T] FINAL tr FINAL
MECHANICAL:
E HEATING
tr EXHAUST HOODS
D SUPPLY AIR
tr FINAL
E DISAPPROVED D REINSPECTION REQUIRED
TIONS:
INSPECTOR
56/G
F PROJECT
DATE
READY FOR INSPECTION:
LOCATION:
*
INSPECTIONTOWN OF
I
REQUEST
VAIL
JOB NAME '0-E/5
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
n
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING.
,- ROOF & SHEER" PLYWOOD NAILING GAS PIPING
T] INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n
tr FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
E] ROUGH
tr HEATING
tr EXHAUST HOODS
tr
tr
CONDUIT tr SUPPLY AIR
n
#rrr'rnl tr FINAL
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
.r.iaar a
-:-
INSPECTION REQUEST
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
JOB NAME
THUR @
BUILDING:
U FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
D ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING _
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D POOL / H. TUB
tr SHEETROCK NAIL
n
E
n
fi,*o,-b6,o,-
ft-ecrRtcet'
tr TEMP. POWER
futecnaNtclt-t
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr
n
CONDUIT tr SUPPLY AIR
L-l
tr FINAL tr FINAL
!6erruseecroN REeurREDtr APPHOVED O DISAPPROVED
CORRECTIONS:
INSPECTOR
YT.-E, 'rl ,.:t?. . -., ;.t
5i/IINSPECTION
. TgwN oF
... THUR FRI
; i',,'
I
REQUEST
VAIL
CALLER
READY FOR
LOCATION:
INSPECTION:
PERMIT NUMBER OF PR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V,
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
ELE
trl
trF
trC
tr_
MECHANICAL:
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
PROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
iJAt TNSPECIION'S CoUPLSTSD
Tbe lte[s below oeed to be co'uplete beforeglvlng a perul.t a flnal C of 0.
Please check off lu tbe bor provlded.wT
n
n
EIUAL UECEANICIII,
FINAL PLM{BINC
DATE:
m
\"NMI
.t-vJ
n
T CER?IFICATE OF OCCI'PAI{CY
DATE!
I.ANDSCAPING DI'E
\.S**\*-N.N' \st
RlEffi
kelton/ga rton/kendal I June 9, l-9BB
real estate sales and develooment
Don Andrews
1625 Wazee StreetDenver, Colorado 80202
RE:
Iulr.
" That the berm of excavated fillbe landscaped and re-vegetated with oneaspen trees and cottonrvood trees in anexisted prioi: to construction and that
scr^vi ce herrv sh rrrhha rrr ha ran l r..AC On
Lot 3, Block 2, Vail- Village, 13th FiIing, VaiI, CoJ_orado
Encroachment cons truction access
Andrervs,
l"tre authorize use of a small portion of our property (Lot 3, Block2, Vail ViIlage, l3th Filing) on the east propcrty l.inc f:om theexisting driveway oarking stand on Lot 2 to the northwes t cornerof the exi-sting home on Lot 2 for access to the rear of Lot 2for construction vehicles providing:
" That all fill dirt placed on the access be removed dorvnto the grass and hauled aivay after usc and before cornpletion ofconstructi.on, and thar the access be returned to its naturalstate to include any re-vegetation required and repJ-acement ofany smalJ aspcn trees destroyed. The stream must be restored toits natural condition before construction to incLude removal ofany rocks that have faLlen into the stream fronr the access r:oadway
" That no screeninq trees along the property line betweenLot 2 and Lot 3 be disturbed; that should any disturbance resultin the deaLh of such screening trecs, that the ti:ees be replacedwiih the same kind of tree of eoual size.
dirt on the rear of Lot 2
and two inch diameteraproximate number thatnatural qrasses andor before August 15, I9BB.
' That three trees designated prior to construction be cut
down and be removed from Lot 2 prior to the placement of the
f oundati-on on the rear of Lot 2.
Yours cordially,
bert M.ori-a J.
288 BRIDGE STREEI VAIL. COLORAOO Bl657.TELEPHONE (303) 476-2466
RMK-G JK /meb
CONSTRUCTION PERMIT NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
8/2r/86
DATE 002575
r. wPE oFcoNsrRucfloN I m tvo
2. OCCuPANCY GROUP ABEH t6M
DtvlstoN
GENERAL DESCRIPTION OF WORK :
NEI.I DECK ADDITION
TYPE GROUP G.R.F.A. VAL PERMIT FEES
BUILOING PERMIT
a
Y
VL)
N
"\$
JOBNAME: KENDALL DECK
ALTERATIONO ADOITIONAL () REPAIR ()
ADDITIONAL PERMITS NEEDED:
FrRM l(aTl{v braRPEN
urrrroonsss Box 33870
crrY Vail PH.6-
GENERAL
CONTRACTOR
HASELHORST CORP.
LITOWN OF VAIL REG. NO.TOTAL PERMIT FEES
8/21/86
JILDING OFFICIAL
TOWN OF VAIL REG. NO.
PLUMBING
CONTRACTOR
I hereby acknowledge that I have read this application, filled out in tull the information required,
eonrpfetgd-an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with allTown ordinances and state
laws, and to build this structure according to the Town's zoning
review approved, Uniform Building Code and qther ordinarfresof
subdivision codes, designreview approved, Uniform Building Code and. qther orlti thereto.
Haselhorst
Box 912
CLEAN UP TO:
Avon, C0 81620 THE OWNER.
FOR HIMSELF
CONTRACTOR TOWN OF VAIL REG. NO.
OTHER
CONTRACTO
TOWN OF VAIL REG, NO,
TELE.
PERMIT NO.
department of community development
TO 8E FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
BUILDING
ELECTRICAL
MECHANICAL
u
D!
lha prlnllrt/vail
TIEBMIT TO | 1;
2I
P
z
tr
J
xtrnil
enn
BUIT OING
l*:",:t:.fl:]:,gg: I:l 1,8""^::"j l!i: l?q1,:.?,io.n, fiiled .our in ruil rhe inf ormarion required,
:::tf:.::j::.y,llt:f_tglp]gl,_?.ld state rhai'alrrhe informarion provided ",,";;i;;l illiJllli
ls,j:" j:,":lt1f ,yil[,,j:.ilL:rmarlon and prot pran,_!o C",plv i,it[ "ri i;;;;i;;iJ,J i'X.'!i,ii.i
liy,.";rll",.i,,o;1rf ,11j:,*'g:j1i:^:T::dris--t"-tu-ro*nt l,i"i"sj .io'."riii;;;il';;".;:';,"Ji?;review approved, Uniform Builcling Code aid othei orji thereto.
SIGNATUBE OF
iE FOLLOI.IING IS NEEDED FOR FILIIIG PERMITLetter from Condo Assn. (if applicable)2 sets of complete drawings (if nodrawings, two compiete explanationsof work.
COPY
departmont of community develoirment
PLEASE FILL OUT I,II|ERE THE ''X'' MARKS
TYPE OF PERMIT
ARE!!
EUILDING
ELECTRICAL
MECHANICAL
PLUMEING
FOUNDATION
I
(
t
p;11ry6L'l', i t)
]OB NAME:
GENERAL
CONTRACTOR
CONTRACTOR
PLUMBING
CONTRACTOR
CONTRACTOR
OTHER
CONTRACTO
MAIL ADDRESS
crTY PH.
ffi
FIRM
TOWN OF VAIL REG. NO,
FIRM
TOWN OF VAIt REG. NO.
FIRM
TOWN OF VAIL FEG. NO.
TOWN OF VAIL REG. NO.
TELE.
l.TYPEoFconsTnucroN t tt tn t@
z. occupnncy cnoui, a " e x t@u
DtvtstoN r z zaS
GENERAT DESCRIPTtoN OF wORK : _-
iUe, ut t)c, K PLUM BINC
TYPE GROUP G.R.F,A. VALUATION PERMIT FEES
BTJILOING PERMIT
4#;#^*{__ffirt
ONING & BUILDING NOTES: _ .:. \
-.i..irr._--
NEW
UNITS
-
ACCOMMODATION
HEIGHT IN FT,
-
NO. FIREPLACES
I_ j!IEr4I!e\ ) AoprTroNAL ( ) REPATR( )
TOTAL PERTfiT FEES
AND THE OWNER.
OR CONTRACTOR FOF HTMSELF
o
Proiecr Name: { tZ I'lf t
i'l ou-tn^',(,'^- * / ;-"? i; /fur:{ [nfr^ '?i{
L',:o !,
Project Oescription:
Contact Person and Phone ---.-..:
- 4Atq'
'7./'
Owner, Adr,ress and Phone: / a;/) 11 "tll/A4/ u'//t7- l-t
rirc t* /a{/il'|{t- t rt-( tfr,tu
jtlc t'{7u *tdV1*
Architect, Addrees and Phone:
Legal Description: L Block 'l , Filing
Comm€nts: 2 /.;:'r ) A* /r ; f 'rr y'yic f
Design Review Board Yi\n *. b
Motion by:
Seconded by:
.-.APPROVAL DISAPPROVAL
//,'/.t//j loJr-trt-/-
/'.', " ./ / ,.' /rt.,r6. _ / t,,/ / ;...
i
f; st"rt Approvat
a
e--]-e;^
information is required for submittal by the applicant to the Design icview
a final approval can be fiven:
MATERIALS: TYPE OF MATERIAL COLOR
Si di ng
0ther t,.la'l I Materi al s
Fasci a
Soffi ts
l'Ji ndows
}{indow Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Fl ashi ngs
Chimneys
Trash Enclosures
Greenhouses
0ther
LIST OF MATERIALS
NAME OF PROJECT:
LEGAL DESCRIPTION
STREET ADDRESS:
DESCRIPTION OF PR
The fol lowing
Board before
A. BUILDING
Roof
B.LANDSCAPING:Name of Designer:
Phone:
Botanical NamePLANT MATERIALS:
PROPOSED TREES
Common Name Quani ty Si ze*
for coni fers .
(over)
EXISTING TREES TO }-I+S^A
BE REMOVED _-__-V-
*Indicate caliper for deciducious trees.I ndi cate he'i qht
PLANT MATERIALS:(con't)
SHRUBS
EXISTING SHRUBS
TO BE REMOVED
GROUND COVERS
o
Botanical Name Common Name Quani ty Size
Tvpe Square Footage
SOD
SEED
TYPE OF
IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
c.OTHER LANDSCAPE FEATURES (retaining walls,Htaafr,hr* rg ez*fences,
Qr-
swimmi ng pools, etc.) Please specify.
,F:</
'.. . ' . . . \
'-' *rf"roNTOWN OF
REQUEST
VAIL
READY FOR
LOCATION:
INSPECTION:
CALLER
TUESMory THUR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V,
E ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
i{ r,"o,E FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
u tr
o rlrunl tr FINAL
\PPROVED
RRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
ON
)t,/!'
DATE INSPECTOR
NOTE
DATE
-^ coPJ_oF
3-tf -d--PERMIT TO BE KEPT ON JOBSITECONSTRUCTION PERMIT ilili327
department of aommunity development
TO BE FILLED OUT COMPLETELY PRrOR TO ISSUANqE OF pERMtT
TYPE OF PERMIT
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
LEGAL
lorsc.
LOT BLK
FILING VV 1.lth=
-' JOB NAME:Kendrl I Addi ti cri
OWNER NAM E
MAIL ADDRESS
CITY PH,
ARCHITECT FIRM
MAIL ADDRESS
crry PH.
GENERAL
CONTRACTOR
,,^, llasel horst
TOI/VN OF VAIL REG. NO
]r..r*'"o.-
CONTRACTOR
FtRM iilrr te iilYer Llect.
LOIUN OEIVATL REG. NO
PLUMBING
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO.
MECHANICAL
CONTRACTOR
FIRM
TOWN OF VAIL REG. NO,
TELE.
OTHER
CONTRACTOR
FlRM
TOWN OF VAIL REG. NO
lh. prinle?y^ail
trD!
E
Etr
1. TYPE OF CONSTRUCTION I II III IV V
2. OCCUPANCY GROUP A B E H I R M
DIVISION t22a34
GENERAL DESCR]PTION OF WORKconversron oT crar
PERMIT NO,
-
z
E
.J
BUILDII.IG I rJ , UUr-;
ELECTRICAL 2,000
PLUMBING 2,000
MECHANTcAL
TYPE GROUP G.R.F.A, VALUATION PERMIT FEES
R-l ,i 3al 1l .nilo BUILDING PERMIT
i
,-:.
PLAN CHECK i,t,i).2.t
ELECTRICAL 35.:)l
NEW() ALTERATION () AODITIONALC ) REPAIR PLUMBING ?0.0c
DWELLING UNITS
-
ACCOMI\,IODATION UNITS
-
HEIGHT IN FT,
-
NO, FIREPLACES
MECHANICAL
RECREATION FEE 6n. tt
INSULATION: TYPE THICKNESS B.VALLUE
ta
DESIGN REVIEW EOARD 10.1u
CLEAN.UP DEPOSIT 1n0.00
EXr. wALLs I dl I USE TAX
BOOF
GAS
wooD
TOIAL PERMIT FEES 't+li,75
]UILDING OFFICIAT DAT_E
:ONING ADMINISTRATOR OATE
"rorr'*9n.,{{ \\ { "i | |ZONING & BUILDING NOTES:
"o**'"n\,.\\'u S * tt\t | |o."o \ -tr I f T -
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 provided as required is correct. 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 tlp_Town's zoning a subdivision codes, design
icable thereto.review approved, Uniform Building Code and nances of
HIMSELF
CONSTRUCTION PERMIT NOTE
DATE
_ COPY OF PERMIT TO BE KEPT ON JOBSITE
3 -2-t V
PERMIT NO.
department of community development
TO BE FILLED OUTCOMPLETELY PRIOB TO ISSUANCE OF PERMIT
TYPE OF PERMIT
Xtu',-o'Nc Xplurr.rarrucfi elecrnrcnl VFouNDAroNI uecrnrurcnl [-
JOB NAME:
PERitrIT.FEES
OWELLING UNIIS
HEIGHT IN FT.
-
ACCOMMODATIO\ UNITS
-
NO. FIFEPLACES
-
iI RECREATION FEE
THICKNESS R-VALLUE OESIGN REVIEW BOARD
USE TAX
UILDING OFFICIAL
INSULATION:
ADD'TIONAL PEqMITS NEEDED:
ECTRICAL
CONTRACTOR
i!
il
ADMINISTRA
1, TYPE OF CONSTRUCTION
2. OCCUPANCY GROUP
rrr rrr rv@
z
F:
BUILDING
TYPE GROUP G.R.F.A, VALUATION
LEGAL
FIL ING
BUILDING PERMIT
PLAN CHECK
PLU M BING 2o. otOWNERNEW( ) ALTERATION( } ADDITIONAL(REPAIR I
MECHANICAL
ARCHITECT
CLEAN.UP DEPOSIT OC), bo
GEN ERAL
CONTRACTOR TOTAL PERM
PLUMBING
CONTRACTOR
TOWN OF VAIL REG. NO.M ECHAN IC
OTHER
CONTRACTO
TOWN OF VAIL REG. NO.
TELE.
| *rt '7v-
ONING & BUILDING NOTES:
I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state lhat a!l the information provided as required is correct. I
agree to comply with the information and plot plan, to comp'y with all Town ordinances and state
laws, and lo build this structure according to the Town's.zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
SIGNATURE OF OWNER OR CONTFACTOR FOR HIMSELF
AND'TI{E OWNEF,
o
tI
zoHE cil[cK
for
sFR, .R, R P/S Z0NE DISTRICTS
Legal Description: Lot 3 Block 2 F
' . 0uner fifNn ,, L Ai-chitect
. Rear -RcquireC'15' Proposed
llaterccurse-required 'Proposed
4erfe ursurlcr F. r rroposed use .<tNu-E- - 74Hll_)/
'.-..'"....rot.n,"o'/i;z8B.l1..".H"ishtarlo".a:ol;..;;,
Setbac ks : F ron t -Re q u frb-'a-Z0 r *ii
ioli'os e a
Sides-Required l5' Proposed
'GRFA: Al'lor*ed
. GRFA: Primary Al'lor.red
Secondary Al'lotred
Site Covera,ge: A'l I oived
Landscaping: Required
Primry
. Propo:.'ed
Propcsed
Secondary Proposed'/rwea ,(AMf- t3?22631L(3q,Proposed
Proposed
Propl: ed
ActuaISlope
Parking:Reqtrired
Drive: Slope Permitted
Environnrcntal/llazards: .Avalanche
Flood Piain
'Slope
D.rtg:7e:r'! nrr, y'{rlQi 1:; Pgriov::ri4 * n4{zo,)l)87,
tF
v
75 soulh fronlage road
vail, colorado 81657
(303) 475-7000
Hase'l horst Carpentry and Renndeling
Box 912
Avon, Colorado, 81620
Dear Mr. Haselhorst,
Please find enclosed a copy of
This jnspection was approved,
inspections before your cleanfile closed. You have not had
This was a framjng inspection.
P1 ease contact me immediately
Thank you,
Si ncerel y,
Building InsPector.
GM/rme
offlce ol communltlt developmenl
August i4, .l984
KendalI Addition
Lot 3 - Block 2 - Vail V'il'lage i3th
Permit #1327
the'l andscaping and paving inspection-
however, you must contact me for further
up deposit can be returned, and the-- -iny inspection for me since March 23, 'l 983.
for furtheri nsPections '
RE:
,*#"toN REeuEsr
TOWN OF VAIL
,,
DATE JOB NAME
READY FOR
LOCATION:
INSPECTION:
. CALLER
MON 'TUES THUR FRIWED PMAM
BUILDING:PLUIIBIHG:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FBAMING T] ROUGH / WATER
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/H.TUB
tr SHEETROCK NAIL tr
tr
tr
tr
T] FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH
tr CONDUIT
tr
tr FINAL
CI APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECT]ON IIEQUIRED
DAIE'INSPECTOR
INSPECTIONTOWN OF
REQUEST
VAIL
DATE
INSPECTION:
JOB NAME
MON
''..
TUES ,.WED,: THUR FRIREADY FOR
LOCATIONT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEE_
tr UNDERGROUND
tr ROUGH / D.W.V,
tr ROUGH / WATERO FRAMING
- ROOF & SHEEFI
" pLYWooo NATLTNG tr GAS PIPING
tr INSULATION tr POOL / H. TUB
E SHEETROCK NAIL
n_
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
{ noueH tr EXHAUST HOODS
tr CONDUIT SUPPLY AIR
n
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED N REINSPECTION REOUIRED
DATE
i> -) ,..,/ - < J ^INSPECTOR
(,.)at:'.-L1i
,/"1! I
,: i,-.i
INSPECTIONTOWN OF
REQUEST
VAIL
DATE JOB NAME
CALLER
READY FOR
LOCATION:
ruES {:i-;THUR FRIMON PM
t!i,' ir
BUILDING:
tr FOOTINGS / STEEL
PL
tr
E
fI
tr
tr
tr
UMBING:
UNDERGROUND
ROUGH / D.W.V.tr FOUNDATION / STEEL
ET FRAMING
/,r.|,'\.\ro.
ROUGH / WATER
n ROOF & SHEEB- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
n
tr SUPPLY AIR
n
*rd{tr FINAL
{,4 ?"/OVED tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
DATE 7 -;2,- +2 tNSPECTOR.-'-
t
INSPECTIONTOWN OF
REQUEST
VAIL a
DATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
s CALLER
TUES WED
-=--4$,
pM
2-l
l'.if
BUILDING:
N FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEF- PLYWOOD NAILING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
o
tr
D
tr
HEATING
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
4 '
!t:-,-/ ,t tt- i ' --DATE -1;'<- / O ?-" INSPECTOR..
tNs
*
PE CTION REQUESTTOWN OF VAIL .
DAre*i-'-j'1 ''JOB NAME
CALLER
TUES ,'WED.. THURREADY FOR
LOCATION:
INSPECTION:FFI I
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
(rour.ronroN / srEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
NAIL tr
tr FINAL
tr
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
tr-
O SUPPLY AIR
tr
er#tt tr FINAL
,'.'J
T] DISAPPROVED tr REINSPECTION REQUIRED
--' CORRECTIONS:
DATE INSPECTOR : -,.. Z. -.- - -*.Ir( . . ,- - . -
,"rfr"toN REeuESrTOWN OF VAIL
DATE JOB NAME
-.. CALLER
READY FOR
LOCATION:
INSPECTION:WED
I
THUR FRI AM .PM
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING
tr INSULATION
-FINAL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
PIPING
/ H, TUB
tr SHEETROCK NAIL
-
tr
trtr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
iIECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr GAS
tr POOL
tr
tr tr FINAL
O APPROVED
CORRECTTONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
Location.....: 2785 BALD MTN ROAD
ParcelNo...: 210103401019
projectNo , Qbfbl -- 0311
OWNER GI]NN, ROBERT D.
PO BOX GOCO
WITCHITA FAI-,I,S TX
7630]-
License:
APPIJICANT Master Sealers
Michael
PO Box 4473
VaiI. CO 81-658
License:
CONTRACTOR MASTER SELLERS
P, O. BOX 4473
VAIL, CO
816sS
License : 57'7 -B
Description:Re-roof same for same
Occupancy:
Type Consfruction:
Valuation: $22,000.00 Add Sq Ft: 0
Fireplace Information: Restricted: Y # of Ga.s Appliances: 0
Building-> $255.00 Restuarant Plan R€view->
Plan Check-> 5r72.2s DRB Fee----------->
Status...: ISSUED
Applied. . : O8/2ll200l
Issued. .. : 10/0212001
Exoires . ..: 0313112002
08/2L/2001 Plrone:
08/2'J-/20OL Phone: 390-6702
08/21,/200L Phone: 970-476-3975
# of Gas l,oes: 0 # of Wood Pellet 0
S0 . 00 Total Calculated l'ees-> 9510 .25
S50.00 AdditionalFees----->
U..^\ O.L\o1''. 13
ODEPARTMENT OF COMMUNITY DEVELOPMENT L.-o{ S -ts\K 2r
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMIT Permit #: B0l-0248
Job Address: 2785 BALD MOUNTAIN RD VAIL
FEE ST]MIVIARY
Investigation->
will calt->
50.00 R€creatiouF'ce------->
53,00 Clean-upDeposil----->
s0.00
$o . 00 Total Permit Fee----> $510 .25
$0 . 00 Paymen8---------> S510 .25
s0.00TOTAL FEES--------------> Ss10 .2 s BALANCE DUE------->
Approvals:It.em: 05100 BUILDING DEPARTMEI\I|
O8/2L/2O0L DF Action: AP
Item: 05400 PLANNTNG DEPARTMENT
Item: 05600 FfRE DEPARTMENT
Item: 05500 PIIBL,,IC WORICS
See page 2 of this Document for any conditions that may apply to this permit.
PAGE 2
'* ff+*********'tl'{t*r!*****t'l'* * ***** +* * * !* ** * * rt ** *** * ** {. *tf *{.tr* ****x(*** ** *!t** *** ** *t' ** * ****** * * * **** ***t* ******
CONDITIONS OF APPROVAL
Pcrmit#: B0l-0248 asofl0-02-2001 Status: ISSUED** **** ****:r******** ****l.*:t*t * + * +* +:t * *+ t't *t* *:t* + +* ****+ * * ***** * * + ** *{.** ++ * * * *+ * * * *+ + * *{'t't * tt * * *+ * * ** * ** * *
Pennit Type: ADD/ALT SFR BUILD PERMIT Applied: 08/2tl2l0l
Applicant Master Sealers Issued: 10/02/2001390-6702 To Expire: 03/31/2002
Job Address: 2785 BALD MOUNTAIN RD VAIL
Location: 2785 BALD MTN ROAD
ParcelNo: 210103401019
Description:
Re-roof sarne for same
+'l*****'t*{.********{t*****'t*{'***********{r**'}**'*****+ COnditiOnS ***!t**********************{.****rt*!t*******:t**
Cond: 12
(BLDG.): mLD INSPECTIONS ARE REQLIIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.310.6.I OF THE I997 T]BC.
DECLARATIONS
I hereby acknowledge that I have read this application, frlled out in firll the information required, completed an accurate plot plan, and
state that all the information as reguired is mrrect. I agree to comply with the information and....flot plan, to comply with all Tovm
odinances and stat€ laws, and to build this structure according to the towns zoning and subdii,ision codes, design review approved,
Uniform Building Code and other ordinances of the Town applicable thereto
RNQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOTIRS IN ADVANCE BY AT 479-213E OR AT OtlR OFFICE FROM E:00 AM - 5 PM.
Send Clean-up lhpcit To: N/A
OWNER OR CONTRACTOR FOR HMSELF AND OWNER
$DU50(orb? r I
Building Permit #;
97O- 479 -2149 (Inspections)
\:7- /^
AppLrcATroN wrLL Nor &7.ccl+':itorF TNcoMpLETE oR u
s 4\0'
MWNOFVAIL
75 S. Frontage Rd.Vail, Colorado 81657 ct#_ tr##
in g' m ec h an ica'' etc' !
UATIONS FOR BUILDING PERMTT Labor & Materials
General Contractor:
.--n-ot/[.2 ftftc4lt / I*c
Town of Vail Reg. No.:f 27-6 Contact and Phone #'s:
-,-e zczla.y'1 72a. d?o
OTHER: $ g-)- aac.. c ?
For Parcet # Conhct Assegsors Office at 970-328-864O or visit
Parceli# /zet e 3r /oza/?(application:wilEnot be ac
Job Name: J Z af r y'.a ta -l-a.-.2 Job Address: e2fi .{.'cz a - f*a--
Legal Description Lot: ?Block: }-Filing: ,/7 Subdivision:
Owners Name:Address:Phone:
Architect/Designer:Address:Phone:
Engineer:Address:Phone:
Detailed description of work:
lcGa.rr f-r.a.t/
/2,+ "t ./..- gt,/tt C z:-ra
./€4_ ,ra,.+r.y' ,/z/tt+y- -*4,./-t-/
Work Class: New ( )Addition ( )Remodel ( )Repair( ) Demo( )OtherQy' <.r-t-ef
WorkType: Interior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family ( ) Two-family ( ) Multi-famity ( ) commercial ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building: ./No. of Accommodation Units in this building:
NofFvpeofFireplacesExisting: GasAppliances( ) GasLoqs( ) Wood/pellet( ) WoodBurnins(
No,iType of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWEDI
Does a Fire Alarm Erist: Yes ( ) No ( )DoesaFiresffi( ) No( )
***:t*****************.i****************FOR OFFICE USE ONLy
|||lfrvr. - -- I
+***rt****************
.lL,i_ AUG_l_y_l!_'_
**************i
Type of Construction:| | Accepted Bv:
Occupanqt Grouo:f-t--..rllrcrc!*n-dff: n
r:Date Received:Itrr Lo ro
Please read and check off each of the items below.
(Copies of complete teK are available upon request)
CODE 5-2.10: DEPoSITS oN PUBLIC wAYs PRoHIBTTED
o Unlawful deposits: Subject to subsection C thereof, it is unlawfui for any person to litter, track ordeposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or anyother debris or material upon any street, sidewaik, alley or public place, or any portion thereof.
tr Notice; Abatement: The Director of Public WorK may notiff 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, mud,dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public WorK. Ifl 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 removeo
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 l4-1 of this code.
D Notice and Penalty: It is untawful 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 topayment 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 14-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-1 AND 7.34.3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORTZED
o No pe6on shall park any vehicle upon a street or at any other place within this Municipaiity in such a
manner or under such conditions as to interfere with the free movement of vehicu.lar traffrc or proper
street or highway maintenance. (Ord. 2(1968) g 1)
a 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 Colomdo Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or ctuse 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 (910) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(19S1) S 1)
I have read and will comply with the above code provisions:
Position or Relationship to Project:a.a-&2-fi.a-
Date Signed: .iz-/
F :/cveryon€y'foms/bldpermT
i?? -/
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBUC WORKS!
Please read and check olT each of the items below:
o The Town of Vail Building Department 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.
a The Town of Vail Public Works DeparLment will be required to inspect and approve
drainage adjacent to Town of Vail roads or. streets and the installation of temporary'
or permanent culverts 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 Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
a 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 Certificate of Occupancy issuance.
Agreed to by:
Project Name:
Date Signed:
y'77r tf .ut-z
F:/everyone/forms/bldperm5
.*- E 4-4
TOWN OF I|AIL
EIIJILEIING FEFIMIT
"€5ra;zx/r{
oATE OF APPLfCATION -y'.L :.t t-l,t/;' 19 ?
CLASS OF WORK
ue w 6,/nlrenanoN ( ) ADDrrroN{ )BEparR( |
UsE oF BUf LDING y'f'Ef , /.ZE--z/ )-/ 4 t---COVEBED
OFF ST. PARKINGHEIGHT IN FT.
M,AIL ADDRESS NO, OF STORI ES OFF ST. LOADING
NO. OF LIVING UNITS
MAIL AODRESS
TYPE OF HEAT
WATER{ } FOFCEOAIR( }ELEC( IUNITI )
COVERINGr-ot -J etx 2 FrLrNG
fNT. WALLS ,/4
l.TypEoF coNsrRucrroN I r rr w@taa
z. occuPANcY GRoUP A B c o E F c HAti \
DtvlstoN 12 3 4
BUILDING PERMIT
SPECIFIED PLAN CHECK FEES
FIRE SPBINKLERS
OBY STANDPIPE3. USE ZONE
COMB. STANDPIPE CLEAN UP DEPOSIT
AREA SEPARATIONERAL DESCRIPTI ON OF WORK
OCCUPANCY SEPARATION
TOTAL FLOO
TOTAL LOT AREA
FLOOR AREA RATIO
EASEME
VARIANCE
UNCOVERED
OATE
,
pgRurt #
Ar/
APPLICATION .)
o
furra"U Reqide,t,ce-
drv'
o,f
1.++.
-oo
PLUMETTNG/MEeHANICAL
TOWN OF VAIL
oo
PEFIMIT
OF BUILDING:
D eoornoru E neruooel n nepnrn
PLUMBING: NUMBER MECHANTcAL: *u*"r JA /n
vALUAToN $ 4/)nO vALuArf oN $ - 4, DoO
REMARKS:REMA.RKS:
PERMfT ,r, f,4 /)D PERM.T ,rr,{,/7, ,Q)
tr,, |@n*'-
V*eaoveo
1)l
n orsappnovED
-
ToTALFEES: , 5d.g d+ /G'l?
ll' (/ f tt' 1tt
Perm3tNo.000287
NAME OF JOB
PLUMBING OR MECHANICAL CONTRACTOR
EXCAVATING CONTRACTOR
6lZE OF TAP: Water
!
VAIt WATER AI{tl SAI{ITATIOI{ DISTRICT
WATER AI{D SEWER TAP PERMIT
TAP PERMITWILL NOT E ISSUED UNTIL TAP FEES HAVE BEEN PAID IN FULL.
e=
NUMBER oFUNtrs lZQax$3d).00=Amount
Date Elilled
LOCATION AND LEGAL DESCRIPTION
Bldg. D€pt. - Whit€; - Watcr and Sanitation - Green; -Public Works - Caoary; - Contrlctor - Pink; -Accountlng . Goldenrod
DATE OT
o
DESIGN REVIEI'I NOARD .
August 25, r-977!1IETING:
MEI'BERS PR[S[I{T:Bill Ruoff
Lou Parker
Rill BishoP
Ron Todd
Aee-.€'lmfirr
Kendall ReSidence - deck addition
S.'JBJECT:
l,ot 3-4, Block 2, YaiI Village 13th filing
ACTION TAKEN BY BOARD:
MOTION. &I:
APPROV.DD:
-(SECONDED ev: IO
AGAINST:
ABSTIiNTION:
DISAPPROVED:
SUlrlltlt\RY:
crttlt
Becl Fstote Box l24B Voil (olorodo 81657 303-
April L2, L977
476 2421o
Mr. .To Kramer
Town of Vail, Building Dept.P. O. Box 100Vail, Colorado 81657
Re: Residences !o be
on 4,
constructedBlock 2,I Villa Filinq/
KendaLl and Ford
Dear Joi
Rob Ford and I are planning to construct a common driveway approx-
imately along the 1ot line between lJots 3 and 4, Block 2' Vailvillage 13th Filing.
$le intend to divide the construction costs, pavinq costs, maintenance,
to incLude snow plowing and any planters, etc. in half, Ford payinq
one haLf and Kendall paying one half. The idea here is to preserve
as much ground cover on the two sites as possible during theconslruction phase. We will both have equal use of the driveway.
We will have an attorney draft a covenant regarding the use and
maintenance of the driveway, which will be recorded and will run
with the land. This covenant will be c:ided in any future title
insurance poLicies as an exception theretor as are the covenants
of the 13th fiting. Subsequent owners will be required to accepttitle subject to this covenant. As soon as I have the covenantt
which should be within ten days' I will make it available to your
office.
Cordially,
Slrfer&
REK: jmw
Des I gn Rev I ew Fee -,
Date Pa I
PROJ ECT
LEGAL DE
USE ZONE
LOT S IZE
SETBAC KS
D I STANCE
HE I 6HT:
G.R.F.A.:
BU I LO ING
Req u i red
S ITE COV
SCRIPTI
Avegage pradesfu-,/*
^",
; PR0P0SED USE(
; FROI'ITAGE
Height Allowed
imum length
, Actua I length
ZON ING CHECKL IST. SUMMARY
; ARCH ITECT
_.sq. ft., Acfual
ft., Actua I
-%,
common
D i agona I
D i agona I
s)
Required - Front 30 , stdes Ir' 0l , a"u,
Acfua I - Front //,{ , sides /L-&L, a.u, ,fu_;
BETWEEN BU I LD IIIGS:Reo u i red -?O/4z/, Actual J3U .
io, Allowable sq. f t.
C0MMERC IAL FL00R AREA: Percentage a I lowab le_, A | |
Actua I sq. f+.
BULK CONTROL: A I lowab le max
Of fsets
ERAGE:
f
qn f+
%;
LAN DSCAP
PARK I NG
ING: Required _fr,
AND LOAD ING: No. Requ i red
sq. f t
Chairman, Des ign Review Board Da te
Da te
Mayor Date
Arlowab t" 3D %, ^ttowabte sq . tr.41(2L., Actua, /'O g
Actual sq. *, JJ.9 t .
2 /1t/, No. Actual / ''\ , Covered Re-
quired
ZON ING APPROVA L
DES I GN REV IE!\, BOARD APPROVAL
UT IL IT IES APPRO VA L
ENV IRONMENTAL IMPACT APPROVAL
USEABLE OPEN SPACE : Req u i red
Ground Leve I
Cove red A
n ing Admin istrator
Date S ubm i
Date Submi
Date Submi
Exfens I on
by Sect i on
f or Zon i
f or Des i
for Envi
n g Re v i ew
gn Review
ronmenta I
tte d
tted
tte d
of
Dead I ine
Dead I ine
Da te
Da te
lmpact Rev i ew
to
Dead I ine
i tem
of 0rdinance No. I
date
(Series of 1973).
as permitted
COMMENTS:
j
,
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2f y of' lo b4
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DESIGN REVINi\l BOAND
DATE OF IIIIETING:
MEMBENS PRESENT;
SUBJECT:
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AcTroN TAKITN "" *l"l i. , ^-,r,.\\rnyrr.\ p\ /1 ' /
IvIoTIoN: /'|-//,ttL SECoNDED ul:/ ]/r/ e/
AGAINS'I:VOTE:FOR:
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SUI1TIARY:
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i
,t
INSPECION FIEEUEST
TO W
JOB NAME
N'
DATE
TIME RECEIVED AM CALLER
n orHrn E pnnrrnl.LOCATION
READY FOR INSPECTION
WED THUR FRIMON
COMMENTS:
TUE AM PM
! nppRovED
D uporu rne
CORRECTIONS
fl o tsapp Rov E D
FOLLOWI NG COR RECTIONS:
I nerNsPEcr
DATE
INSPE CTO R
.t..r--* "-"'A'*---
DATE
TIME
{-
FECEIVED- AM PM
E orxen E pnnrtnl LOCATION
READY FOR INSPECTION
MON
COMMENTS:
TUE WED
,.-/ --:::i\( THU.R -;, *1--FRI AM PM
PROVED E orsappRovED f] nerNsPEcr
/.-...i-' ...;1./--r. . '- .. /c. - . .. _ - .- .-. - _
INSPECTOR
DATE
rNsPEefl.,N FtE.,uEST
CALLER
I ornen E pnnrrll. LocATtoN
READY FOR INSPECTION
WED THURi, MoN
COMMENTS:
, TUE FRI AM PM
D nppRovED
D uporu THE FoLLowrNG coRRECTToNS:
I orsnppRovED .K nerNSPEcr
CORRECTIONS , .,
DATE
. INSPECTOR
rNsPEclo*FTEOUEFT
VAILTOWN OF
Q orxen I penrrnl. LocATroN
READY FOR INSPECTION
THUR
'.,,,'-'1":',
{MoNj
'....* *. ..,,,, ,*'.-'
C(X,IMENTS:
TUE FRI AM PM
APP ROVE D I orsneeRovED E nerNsPEcr
t=':tJ4 UPON THE FOLLOWTNG CORRECflONS:
CORRECTIONS , : : ;z
DATE
INSPECTOR
ffi ^/JdL/-irt,rNsPEctlotu u RdouEsr
. TOWN OF VAIL
JOB NAME
t/Ae r...
,.; -/ 'il\ r,::,.L.,,.- Kt'it-i'/L l/
1ME FEcEtvEe r/ 6B ervr cALLER
o
.DATE 7-2-7
E ornen ! pnnrtnl. LocArroN
READY FOR INSPECTION
,l.G"e)THUR
APPROVED
D upon rHE FoLLowrNG coRRECTIoNS:
CORRECTIONS
I orsappRovED E nerNsPEcr
INSPECTOR \''t'.,-___-/'
\rNsPEcloru ntEtrlJE=ir
TOWN OF VAIL
DATE
TIME RECEIVED- AM PM CALLER
E pnnnnl.E orren LOCATION
TUE
READY FOR INSPECTION
WED THUR FRI , AM...FM
E nerNsPEcr
DATE
*) .---.
tNspEcfrru FIEOIJEST
VAIL .TOWN OF
JOB NAME
TIME RECEIVED- AM PM CALLSR
n ornen
MON
COMMENTS;
, TUE
I panrtnl.LOGATf ON "'.' , ,!; ;/.':: t \ a:i:: '!:''" ' ' '
READY FOR !NSPECTION
WED THUB FRI '-."' ,' AM PM
APPROVED I orsnreRovED !nrrNSPEcr
fl upon rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
tl#Ecibru
TOWN OF
FIEBUEST
VAIL
' DATE
TIME
JOB NAIME
RECEIVED- AM PM CALLER
n ornen I pnnrrnl LOCATION
READY FOR INSPECTION
WED TH URTUE AM PI\lMON
COMMENTS:
n nppRovED
f uporv rHE FoLLowrNG
CORRECTIONS
n orsRpPRovED
CORRECTIONS:
LJRETNSPECT
P1"*,*
\I{.f'
s\$fi\t'\.S
\
DATE
INSPECTOR
BUILDING DIVISION
P. O. BOX 179
FHONE:328'6339
DATE
rNsPEcioN
EAGLE COU
FIE(ilUEST
NTY
JOB NAME
TIME BECEIVED- AM PM CALLER
OTHER
MON
COMMENTS:
T n panrrnl.LOCATION
READY FOR INSPECTION
WED THURTUE FRI AM PM
S,/P7
dtrh,wtv#'
E appRovED n orsnpPRovED I nrrNSPEcr
LI UPoN THE FoLLOWING CoRRECTIoNS:
coRREcrroNs r. /r'\ U /l-
ct ,/z
DATE
INSPECTO R
rNseecloru FIFBUEsT
VAIL
TJ OTHER
th
I
E pnnrrnr.LOCATION
. - t ',. -
READY FOR INSPECTION
MoN TUE wED ,rriuA' FRI AM PM
GOMMENTS:
.ElappRovED D orsapp RovE D I nerNsBEcr
.E uporu rHE FoLLowrNc connEctror'rsr * ' 1- {l}-
CORRECTIONS,T 't-r r j
DATE
o *t
oo
. / '-.
, ,. --: .r / -.,t. IOATE / . .- JOB NAME -'
TIME REOEIVED AM PM CALLER
INSPEC HEEUEST
VAIL
fl orxen
MON
COMMENTS:
E pnRnnl LocATroN
PMFRTUE
READY FOR INSPECTION
WED THUR
APPROVED flotsappRovED
! uporu THE FoLLowrNG coRBECnoNS:
CORRECTIONS .
D nerNsPEcr
DATE
/
INSPEETION
TOWN OF
FIETIIIJEST
VAIL
JOB NAME
AM PM CALLEB
I
0
BUILDING
FOOTING
FOUNDATION
FRAMING
FINAL
PARTlAL
LOCATION:
COVER
REO. RATING-
SHEETiOCK
VENEER ---
ROOF
PARTIAL
LOGATION,
PLUMBING
ROUGH
STANDPIPE
wDCSFINAL
PARTIAL
LOCATIONI
PARTIAL
LOCATION:
ELECTRICAL
TEMPOBARY
r.. 'ftoue n. FINAL
S E: i\ L ] ':.-{.-
^Q'" L j. PARTIAL
ao"oT|o*,-/ll- !1.., -:*- I s-
C.i* l-
, [ornen D pnnnel.
READY FOF INSPECTION
FRr ; - :-' ..) AM PM
APPROVED I orsnneRovED
E UPOT*T THE FOLLOWING CORRECTIONS:
CORRECTIONS
il netNsPEcr
INSPECTOR
+
T
I
_l
*+
^l.l,l
I+
I
I?F
Itst
+
'I
I
fY:
PROJECT MANUAL
FOR
ROB FORDIS AND
BOB & GLORIA KENDAI-,LIS RESIDENCES
LOTS 3 and 4
VAIL VTLLAGE FILING # 13
April 18, J.g77
ARCHITECTS:
STRAIIA}I ASSOCIATESP. O. Box 2238vArL, coLoRADo 81557(303) 476-05s5
STRUCTURAL ENGTNEERS:
J. R. HANEY & ASSOCIATES
CONSULTING STRUCTURATJ ENGINEERS
L4-29 LARIMER STREET, I.,,ARII4ER SQUARE E
DENVER, COLORADO 80202(303) 534-0866
Ford Residence
Cover Page
Table of Contents
Form of Aqreenpnt (AIA Docr.npnt A101)
General Oonditions (AIA Docwent .A201)
Supplemental Conditions
Alternates
Subsurface Conditions
Clearing
Earthwork
Site Drainage
Form work
Expansion and ContractionJoints
Concrete Reinforcement
Cast-in-Place Concrete
I"lortar
Accessories
Unit Masonry
Structural Metal
Rough Carpentry
Finish Carpentry
Waterproofing
Insulation
Shingles & Roofing Tiles
Membrane Roofing
Flashing c Sheet Metal
Sealants & Caulking
Door Schedule (Ford)
Door Schedule (Kendall)
Wood a Plastic Doors
STRAHAN ASSOCIATES
TABLE OF CONTENTS
PAGE NU!,IBER
l-2
5
7-11
13
1s-16
L7
l9-20
2L-25
27
29
31-33
35-36
37 -44
45-48
49
5l
53-54
55
57-5 9
6r-62
63
65-67
69-7 0
Kendall Residence
DATE: Ap!1l 18, 1977
SECTION NO.CONTENTS
A
B
D
E
01100
2 010
2100
2200
25 00
3100
315 0
3 200
3300
4100
415 0
4200
5100
5100
6200
7100
7200
7 300
7 500
7 600
7 900
82 00
Ford. Residence
Kendall Residence
DATE: _ April J.8, L977
SECTION NO.CONTENTS
83 00
8600
8700
8 800
9100
9200
9300
9900
10800
11900
1317
15 010
15200
15300
154 00
155 00
Special- Doors
Window Schedule (Ford)
Window Schedule (Kendall)
llood c Plastic Windows
Hardware Schedule (Ford)
Ilardware Schedule (Kendall)
Hardware & Specialties
Glazing
Room Finish Schedule (Ford)
Room Finish Schedule (f'endall)
Lath and Plaster
Gypsum Drln'rall
Tile
Painting Schedule
Paintinq
Bathroom Fixtures (Ford)
Bathroom Fixtures (Kenda1l)
Toilet & Bath Accessories
Equipment Schedule (Ford)
Equipment Schedule (Kendall)
Residential Equiprnent
Sauna
Plumbing Fixture Schedule (Ford)
PltmbiJrg Fi:ctr.rre Sctredule (I(enialt)
General Provisions (Mechanical)
v{ater Supply
Waste Water Disposal
Plumbing
Liquid Heat Transfer
STRAHAN ASSOCIATES
TABLE OF CONTENTS
PAGE NUI{BER
7L
73
75-77
79-8 0
8t
83
85
87-88
89
-9L
93-95
97-98
99-r00
101
103-10s
107
109
11r
113
115
1r.7-11-8
119-12 0
L2L
123
L25
12 7-13 0
131-133
13 5-13I
l_3 9-14 0
Ford Residence STRAHAN ASSOCIATES
TABLE OF CONTENTSKendall Residence
DATE: April L8, ]-977
SECTION NO. CONTENTS PAGE NUMBER
15800 Ai.r Distribution I4L-L42
15900 Controls and Instrumentation 143-144
Electrical Leqend andFixture schedule (Ford) 145-149
Electrical Legend andFixture Schedule (Kendall) 149-150
15000 Electrical 151-153
General Structural Notes
Details
THE AMERICAN INSTITUTE OF ARCHITECTS
AIA Document A101
Standard Form of Agreement Between
Owner and Contractor
where the basis of payment is a
STIPULATED SUM
THIS DOCUMENT HAS IMPORTANT rtcAt CONSfQUENCES; CONSUITATION WITH
AN ATTORNfY 15 ENCOUMCED WITH RESPECT TO ITS COMPLETION OR MODIFICATION
Use only with the latest Edition of AIA Document A2O1 , Ceneral Conditions of the Contact tor Construction.
This document has been approved and endorsed by The Associated General Contractors of America.
AGREEMENT
made this
Hundred and
BETWEEN the Owner:
day of in the vear of Nineteen
and the Contractor:
the Project;
the Architect:
The Owner and the Contractor agree as set forth below.
AIA DOCUMENT A1OT . OWNER-CONTRACTOR AGREEMENT . JANUARY 1974 EDITION . AIAO . 01974
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINCTON, D, C. 20006
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (Ceneral, Supplementary and other
Conditions), Drawings, Specifications, all Addenda issued prior to execution of this Agreement and all Modifications
issued subsequent thereto. These form the Contract, and all are as fully a part of the Contract as if attached to this
ASreement or repeated herein. An enumeration of the Contract Documents appears in Article 7.
ARTICLE 2
THE WORK
The Contractor shall perform all the Work required by the Contract Documents for
(Hete insett tfie caption desdiptive ol the Wo* aj qsed on orher Conraca Docufients_)
ARTICTE 3
TIME OF COMMENCEMENT AND COMPLETION
The Work to be performed under this Contract shall be commenced
and completed
(Hcrc inse any special prcvisigos tot liquideted damages rclating to lailute to complete on tir,e.)
AIA DOCUMENT A1O1 . OWNER-CONTMCTOR AGREEMENT . JANUARY 1974 EDITION . AIA@ . @1974
THE AMERTCAN |NSTTTUTE OF ARCHIftCTt 1735 NEW YORK AVE., N.W., WASHTNGTON. D. C. 2m(b
The Owner shall pav the Contractor for the
Order as provided in the Conditions of the
ARTICLE 4
CONTMCT SUM
performance of the Work.
Contract, in current funds,
subject to additions and deductions by Change
the Contract Sum of
(State bere the lump sum amount, untt pri(es, ot bolh, a5 desircd.)
ARTICTE 5
PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issucd
by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contraclor as pro-
vided in the Conditions of the Contract as follows:
On or about the
the proportion of the Contract
and
day of each month per cent of
Sum properly allocable to labor, materials and equipment incorporated in the Work
per cent of the portion of the Contract Sum properly allocable to materials and
equipment suitably stored at the site or at some other location agreed upon in writing by the parties, up to
days prior to the date on which the Application for Payment is submitted, less the aggregate
of previous payments in each case; and upon Substantial Completion of the entire Work, a sum sufficient to increase
the total payments to per cent of the Contract Sum, less such retainages as the Architect
shall determine for all incomplete Work and unsettled claims.
(lf not coveted elsewhera in lhe Contract Doauments, here in5ert any ptovition lot limitinE ot rcdudn9 lfie amount retained after dle wotk teaches a cettain
staEe ol compleion.)
Any moneys not paid when due to either party under this Contract shall bear interest at the legal rate in force at the
place of the Project.
AIA DOCUMENT A1O1 . OWNER-CONTRACTOR ACREEMENI ' IANUARY 1974 EDITION ' AIA@ ' 01974
THE AMERICAN INSTITUTE OT ARCIIITTCTS, 1735 NEW YORK AVE., N.W., WASHINCTON, D. C. 20006
ARTICTE 6
FINAT PAYMENT
final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to theContractor days after Substantial Completion of the Work unlesi otherwise stipulated in theCertificate of Substantial Completion, provided the Work has ihen been completed, the Contract fuliy performed,
and a final Certificate for Payment has been issued by the Architect.
ARTICTE 7
MISCELTANEOUS PROVISIONS
7-1 . Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings
designated in those Conditions.
7.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed
in Article 1 and, except for Modifications issued after execution of this Agreement/ are enumerated as follows:
(!!:! !e!9w lhe ASteement. conditions ol the Contfact (ceneftl, supplementaty, and orhet Conditions), D'?wings, speci{icalions, Addenda and a.ceptcd
^rferneteJ, sho\riog page oa sheet arumberJ ir all caJes and dates wiete appliiabte )
This Agreement executed the day and
OWNER
year first written above.
CONTRACTOR
AIA DOCUMENT A1O1 . OWNER-CONTMCTOR AGREEMENT . IANUARY 1974 EDITTON . AIA@ . 01974
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE,, N.W., WASHINCTON, D. C. 20006
THE AMERICAN INSTITUTE OF ARCHITECTS
AIA Document A201
General Conditions of the Contract
for Construction
r MPO RT ANT LEGAL CONSEQUENCTs,' CON5UITAT/ON
TNCOURACfD WITH RESPECT TO IT5 MODIFICATION
THIS DOCUMENT HAS
WITH AN ATTORNEY T5
1976 ED|T|ON
TABTE OF ARTICLES
1.
2.
3.
4.
5.
6.
7.
CONTRACT DOCUMENTS
ARCHITECT
OWNER
CONTRACTOR
SUBCONTRACTORS
WORK BY OWNER OR BY
SEPARATE CONTRACTORS
MISCELLANEOUS PROVISIONS
8. TIME
9. PAYMENTS AND COMPLETION
10. PROTECTION OF PERSONS AND
PROPERTY
11. INSURANCE
12. CHANCES IN THE WORK
13. UNCOVERING AND CORRECTION
OF WORK
14. TERMINATION OF THE CONTRACT
This document has been approved and endorsed by The Associated General Contractors of America.
c_o-p_vriSht -1911, 1915, 1918, 1925t 19.37,1951, 1958, 1961, 1963t 1966, 1967, 1970, @ 1976 by The American Institute of Architects,1735 New York Avenuc, N.W., Washington_, D. C.20006. Reproduction of the material herein or substantial quotation of its pro-visions without permission of the AIA violates th€ copyright laws oI the United states and will be subiect to legal prosecution.
AIA DOCUMENT A2O1 . CENERAL CONDITIONS OF THE coNTRAcI FoR coNsTRUcTIoN . THIRTEENTH EDITION . AUcUsT 1975AfAc . @ 1976 . rHE AMERICAN INSTITUTE O[ ARCH|TECTS, 173s NEW YORK AVENUE, H.W, W.rSHtnCrOr{. D.a. 'ri6d A201-1976 1
INDEX
Acceptance of Defective or Non'Coniorming Work . .6.2.2, 13.t
Acceptance of Work . ',5.4.2, 9.5.5,9.A1,9.91,9.9.3
Access to Work ... ,.2.2.5' 6.2.1
Accident Prevention ...2.2-4'10
Acts and Omissions ...,.. . .2.2.4, 4.18.3,7.4, 7.6.2, 8.3.1, 10.2.5
Additional Costs, Claims for ..... .. '. .. '. .. '. '12.3Administralion of the Contract . .2.2, 4.3.3
All Risk lnsurance ....... ........11.3'1Allowances ...,,.4.8
Appf icalions fo. Payment . , . ... . , .2.2.6t 9.2' 9.3,9.4,
9.5.3, 9.6.1, 9.8.2, 9.9.1, 9.9.3, 14.2.2
Approvafs . . . . . .2.2.14, 3.4, 4.3.3,4.5, 4.12.4 through
4.12.6, 4.12.8, 4.18.3, 7 .7 , 9.3.2Arbitralion ,, .. ...2.2.7 through 2.2.13, 2.2.19, 6.2.5,
7.9, 8.3.1, 11.3.7, 11.3.8
ARCH|TECT .......2
Architect, Definition of . .. .. . .... ....2'1
Architect, Extent of Authority , ,,.2.2,3,4t 4.12.8, 5,2, 6.3, 7.7.2,
8.1.3, 8.3.1, 9.2, 9.3.1 ,9.4,9.5.3,9.6,9.8, 9.9.1, 9.9.3, 12.1.1,
12.1.4,'t2.3.1, 12.4.1 , 13.1 , 13.2.1 ,13.2.5, 14.2
Architect, Limitations of Authority and Responsibility ...,,2.2.2
through 2.2.4, 2.2,1 0 through 2.2.1 4, 2.2.17, 2.2.18,
4.3.3, 4.12.6, 5.2.1, 9.4.2, 9.5.4, 9.5.5, 12.4
Architect's Additional Services . .3.4,7.7.2, 13.2.1, 13.2.5, 14,2.2
Architect's Approvals . , . . . .2.2,14, 3.4, 4.5, 4.12.6t 4.12.8, 4.18.3
Architect's Authority to Reiect Work . . . .2.2.13, 4.5,'13.1.2, 13.2
Architect's Copyright ... ... .1.3
Architect's Decisions .2.2.7 through 2.2.13, 6.3, 7.7.2.
7 .9.1 , A3.1 , 9.2,9.4, 9.6.1 ,9.8.1 ,12.1.4,12.3.1
Architec(s f nspections . . . .2,2.13, 2.2,16, 9.8.1, 9.9.1Architect'slnstructions .2.2.13,2.2.15,7.7.2,12.4,13.1
Architect's f nterpretations .........2.2.7 through 2.2.10, 12.3.2
Architect's On-site Observations ... . . .2.2.3, 2.2.5, 2.2.6, 2,2.17,
7 .7 .1, 7.7 .4, 9.4.2, 9.6.1 , 9.9.1
Architect's Project Representative .... .2.2.17, 2.2.18
Architect's Relationship with Contractor .,. ..1.1,2, 2.2.4, 2.2.5,
2.2.10, 2.2;13, 4.3.3, 4-5, 4.7.3, 4.12.6, 4.18, 11.3.6
Architect s Relationshio withSubcontractors ... ... .. .1.1.2, 2.2.13, 9.5.3, 9.5.4
Architect's Representations , . . , . . .9.4.2, 9.6.1, 9.9.1
Artistic Effect .. . .1.2.3,2.2.11,2.2.12,7.9.'l
Attorneys' Fees .. .. . . .. .4.18.1, 6.2.5,9,9.2
Award o{ Separate Contracts ,....,, ...,......6.1.1
Award of Subcontracls and Other Contracls for
Portions of the Wo* .... ,. ......5.2
Bonds, Lien ....9.9.2
Bonds, Performance, Labor and Material Payment . ,, .7.5, 9.9.3
Building Permit ......4.7
Certificate of Substantial Completion .,..... ..9.8.1
Certificates of Inspection, Testing or Approval . . . . . . . . . . .7.7.3
Certificates of f nsurance .,...9.3.2, 11.1.4
Cerliffcates for Payment . . . .2.2,6, 2.2.16, 9.4,9.5.1r 9.5.5, 9.6--.,
9.7 .1 | 9.8.2, 9.9.1 , 9.9.3, 12.1 .4, 14.2.2
C-lrange Orders ...... .. ..-1.1.1, 2,2.15,3,4, 4.8.2,3, 5.2.3, 7.7.2,
8.3 :1, 9.7, 9.9.3, 11.3.1, 11.3.5, 11.3.7,
12.1, 13.1.2, 13.2.5, 13.3.1
Change Orders, Definition of . ..... ,.......12.1.1
CIfANCES fN THE WORK 2.2.15. 4.1.1.12
Cfaims for Additional Cost or Time ....8.3.2, 8.3.3, 12.2.1,12.3
Cfaims for Damages .. .. .6.1.1, 6.2.5,7.4,8.3, 9.6.1.1
Cleanins UD..... ...,41t,6,3
Comme-ncement of the Work, Conditions Relating to. .3.2'1' 4'2,
4-7.1, 4.1O, 5.2.1t 6'2.2,7 '5, 9.2' 11.1.4,11.3'4
Commencement of the Work, Definition of '. ....... '. ,.8'12
Communicalions . .2.2.\ 3'2'6t 4'9'1, +16
completion,
tonditions Relati ng to, . . 2.2.16, 4.1'1, 4.15, 9.4'2 | 9.9, 1 3.2.2
coMPLErroN, PAYMENTS AND .. . .. .. .. .. .....9
Completion, Substantial . . ' ,2.2.16,8.1.-1, 8.1'3, 8.2.2' 9,8' 13'22
Compf iance with Laws . . . . . . .1.3, 2'1'1, 4'q 4'7 | 4'131
7.1, 7 .7, 10.2.2, 14
Concealed Condilions ,,., '.12'2
Consent,
Written . . . 2.2.1s, 4.1 4'2, 7'2, 7.6.2, 9.8.1, 9.9.2, 9.9,3' 11.3'9
contract, Definition of .. .. .. ........1'1'2
Contract Administration """'2'2' 4'3'3
Contract Award and Execution, Conditions
Relating to ...,.... '4.7.1, 4.10, 5.2,7.5,9.2, 11,1'4,'11'3'4,
CoNTRACI DOCUMENTS .. '..........1
Contract Documents,
Cooies Furnished and Use of '....1'3' 3.2'5' 5,3
Conlrait Documents, Definition of .. '.... .... .1.1'1
Conlracl Sum, Definition of .... .. .. .. .. ... .. .9.1.1
Contract Termination .. .. . ,........ ...14
Contract Time, Definition of . '.... ..........8.1.1
CoNTRACTOR ....... '.....4
contractor, Definition ot...... .,4-1,6.1.2
Contractor's Employees .. ,. ..4.3,2, 4.4.2, 4'8'1, 4.9' 418''10.2;l
through 10.2'4, '10'2.6, 10,3, 11.1.1
Conlractor's Liability lnsurance ...... .. ......11.1
Contractor's RelationshiP with
Separate Contractors and Owner's Forces . .. ,.....3.2-7' 6
Contractor's Relationship with
Subcontractors .........1-2.4, 5.2, 5.3' 9.5.2' 11.3'3, -11.3.6
Contractor's Ref ationship with the Architect, ., . . . . .1'1,2' 2'2.4'
2.2.5, 2.2.1O, 2.2.13, 4.3.3, 4.5, 4.7.3, 4.12.6, 4.18, 11.3.6
Contractor's Representations ' . .1.2,2, 4.5, 4.12.5,9,3'3
Contractor's Responsibility for
Those Performing the Work ' . , . .4.3.2, 4.18, 10
Contractor's Review of Contract Documents ,,.
"1.2.2t
4,2,4.7.3
Contractor's RiSht to Stop the Work . ... .. .. ..,. , ,. . -. -..9.7
Contractor's RiSht to Terminate the Contract ....... '... '14.1
Contractor's Submittals ...,, '2.2.14, 4-10, 4'12' 5,2.1,
5.2.3, 9.2, 9.3.1, 9.8.1, 9.9.2, 9.9.3
Contractor's Suoerintendent ....4,9, 10.2.6
Contractor's Supervision and
Construction Procedures '1.2,4,2'2'4, 4,3, 4.4, 10
Contractual Liability Insurance ......-11.1.3
Coordination and
Correlation . .. .1.2.2, 1.2.\ 4.3.1, 4.10.1t 4'12.5, 6.1.3, 6.2.1
Copies Furnished of Drawin8s and specifications , '1.3,3.2.5,5.3
Correcf ion of Work . , .3.3' 5.4' 10.2'5, 1?,2
Cost. Definition of . ...,. .. ..12.1.4
Costs ... ...3.4, 4.8.2, 4.15.2, 5.2.3, 6.1.1, 6.2.3, 6.2.5, 6.3, 7.7.1,
7.7.2, 9.7, 11.3.1, 11.3.5,',12.1.3, 12.1.4, 12.3, 13.1.2, 13.2, 14
Cutting and Patching of Wo* .. .. ....... ..4.14,6.2
Damage to the Work . . . . .6.2.4, 6.2.5, 9.6.1.5, 9.8.1'
10.2.1 .2, 10.3, 11.3, 13.2.6
Damages,Claimsfor .,.6.1.'1,6.2.5,7.4,9.3.4,9.6.1.2
Damages for Delay . . . . ,6.1.11 8.3.4, 9.7
Day, Definition of ...... ...........8.1.4
AIA DOCUMENT A2|t1 . CENEML CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . IHIRTEENTH EOITION . AUCUST 1976A2Ol-1975 ArA@ . Gl 1s76 . rHE AMERTCAN rNsnrurE oF ARcHrrEcTs, r73s NEW yoRK AvrNUE, N.w., wAsHrNcroN, D.c. 2oom
Decisions of the Architect . ,.., ,2.2.9 through 2.2..12, 6.3,7-7.2,
7.9.1 , 8.3.1 , 9.2, 9.4, 9.6.'t , 9.8.1 , 12.1 .4, 12.3.1 , 14.2.1
Defective or Non-Conforming Work, Acceptance, Rejection
and Correction of . . . .2.2.3, 2.2.13, 3.3, 3.4, 4.5, 6.2.2, 6.2.3,
9.6.1.1 ,9.9.4.2,13Definitions . . . . . . . . 1.1, 2.1, 3.1, 4.1, 4.12.1 rhrough 4.12.3, 5.1,
6 -1.2, 8.1, 9.1.1, 12.1.1, 12.1.4
Delays and Extensions of Time . . .. .. ..8.3
Disputes . ...,...2.2,9, 2.2.12, 2.2.19, 6.2.5, 6,3, 7.9.1
Documenls and Samples at th€ Site ......... ...4.1'l
Drawings and Specifications, Use and
Ownership of . .. . . , ... ,. ..1.1.1, 1.3, 3.2.5, 5.3Emergencies . . . . . . . . . . . , .10.3
Employees, Contractor's ,... .4.3.2, 4.4.2, 4.8.1, 4.9, 4.18, 1O.2.1
through 10.2.4, 10.2.6, 10.3, 11.1.1
Equipment, Labor, Materials and ....1.1.3, 4.4, 4.5, 4.12, 4-13,
4.15.1, 6.2.1, 9.3.2, 9.3.3, 11.3, 13.2.2, 13.2.5,14
Execution and Progress of the Work ....1.1.3, 1,2.3,2.2,3, 2.2.4,
2.2.8, 4-2, 4-4.1, 4.5, 6.2.2, 7.93, A.2,
8-3, 9.6.1, 10.2.3, 1O.2.4, 14.2
Execution, Correlation and Intenl of the
Contract Documents .. .. . ..1.2, 4.7.1
Extensions of Time . -. ..........8.3. 12.1
Faifure of Payment by Owner .. ..5.i,-t+.1
Failure of Payment of Subcontractors . .9.5.2,9.6.1.3,9.9.2,14.2.1
Finaf Complelion and Final Payment . .2.2.12, 2.2.16,9.9, 13.3.1
Financiaf Arrangements, Owner's ..... .. ..,,,,3.2.j
Fire and Extended Coverage Insurance .. .. .. ,11.3.1
Governing law .... ...,,..7,1
Cuarantees (See Warranw
and Warranties) . . . , . , . .2.2.16,4.5, 9.3.3, 9.8.1, g.g.4,13.2.2
fndemnilication . . . . .4.17, 4.19, 6.2.5, g.g.z
ldentification of Contract Documents .....,..1.2.1
ldentification of Subcontractors and Suppliers ........ ., .5.2.'lInformalion and
Services Required of lhe Owner ... .....?.2,6,9,11.2,11.3lnspections . , .. . .2.2.13, 2.2.16, 4.3.3,7.7,9.9.1,9.9.1
fnstructions to Bidders ,1,1.1,7.s
lnstructions to theContractor .2.2.2, 3.2.6, 4.A.1,7.7.2, 12.1.2, 12.1.4INSURANCE . .9,8.1, 11
Insurance, Contractor's Liability . ... ..11.1Insurancg Loss of Use ..............11.4
f nsurance, Owner's Liability ... .., ,.11.2
Insurance, Property . ... .. ..11.3
lnsurance/ Stored Materials . .9.3.2,11.3.1
Insurance Companies, Consent to partial Occupancy ....11.3.9
Insurance Companies, Settlement With ... ....11.3.8
Intent of
the Contract Documents . . .1.2.3, 2.2:lO, 2.2,13, 2.2.14, 12.4
Interest . .....,...7.0
f nterpretations, Written .........1.1.1, 2.2.7, 2.2.A, 2.2.10, 12.4Labor and Materials, Equipment ,. ..1.1.3, 4.4, 4.5, 4.12, 4.13,
4,1 5 -1, 6.2.1, 9.3.2, 9.3.3, 1 1.3, 13.2.2, 1 3.2.5, 1 4Labor and Material Payment Bond . ..
Labor Dirputes ...... .. ..8.3.1
Laws and Regulations . . . . .'1.3, 2.1., 4.6t 4.7, 4.13, 7..1,
Liens ... .r.r.l.'i'.ij.tii.li
Limirations of Authority .. .. .2,2.2, 2.2,17, 2.2.19, 11.3,g, 12.4.1Limitations of Liability , . . . . .2.2.1O. 2.2.13, 2.2.14, 3.3, 4,2, 4.7.3,
4.12.6, 4.17, 4.18.3, 6.2-2, 7.6.2, 9.4.2,
9.9.4, 9,9.5, 10.2.5, 11.1.2r 11.3.6
Limitatjons of Time, Ceneral . .. ..2.2.8, 2.2,14, 3.2.4, 4.2, 4.7.3,
4.12.4, 4.15, 5.2.1, 5.2.3, 7.4, 7.7, 8.2,9.5.2,9.6,
9.8, 9.9, 11.3.4, 12.1.4, 12.4, 13.2.1, 13.2.2, 13.2.5
Limitations of Time, Specific . .2.2.8, 2.2.12, 3.2.1, 3.4,
4.1O, 5.3, 6.2.2, 7.9.2, 8.2, 8.3.2, 8.3.3,9.2,9.3.1, 9.4.1,9.5.1,
9.7, 11.1.4, -t1.3.1, 1 1.3;8, 11.3,9, 12.2, 12.3, 1 3.2.2,
13.2.5, 13.2.7 , 14.1, 14.2.1
Limitations, Statutes of .. . . .. . . .7.9.2,13.2.2, 13.2-7
Loss of Use Insurance ..,...11.4
Materials, Labor, Equipment and . ... ,.1.1.3,4.4,4.5, 4:12, 4.13,
4.15;1, 6.2.1, 9.3.2, 9.3.3, 11.3.1,13.2.2, 13.2.5, 14
Materials Suppliers . . . . ,4.12.1, 5.2.1, 9.3.3
Means, Methods, Techniques, Sequences andProceduresofConstruction ....2.2.4,4.3.'1,9.4.2
Minor Changes in the Work .. . . .. .1.1.'1, 2.2.15, 12.4
MfSCEU-ANEOUS PROVTSTONS .........7
Modifications, Definition of . ,.... .. .. .......1.1.1
Modifications to the Contract .. ......1.1.1, 1.1.2,2.2.2,2.2.18,
4.7.3.7.9.3.12
Mutual Responsibility .. .. .. ,. ....... .6.2
Non-Conforming Work, Acceptance of Defective or .....13.3.1
Notice, Written .2.2.8, 2.2.12, 3.4, 4.2, 4.7.3, 4.7.4,4.9,
4.12.6, 4.12.7, 4.17, 5.2.1,7.3,7.4, 7.7,7.9.2, 8.1.2, 8.3.2,
8.3.3, 9.4.1, 9.6.1, 9.7, 9.9.1, 9.9.s,10.2.6, 11.1.4, 11.3.1,
11.3.4, 11.3.5, 11.3.7, 11.3.8t 12.2, 12.3, 13.2.2, 13.2.5, 14
Notices, Permits, Fees and . ,.,,,4.7,10.2.2
Notice oI Testing and Inspections , . . . . , . . . . . , .7.7
Notice to Proceed . ,.,... .8.1.2
Observations, Architect's On-Site .,,, . . . .2.2,3, 7.7.1, 7.7.4, 9,4.2
Observations, Contractor's .....,..,1-2.2,4.2-1,4,7.3Occupancy .8.-1.3,9.5.5, '11.3.9
On-Site lnspections by the Architect .,....,.2.2.3,2.2.16,9.4.2,
9.8.1. 9.9.1
On-Site Observations by the Architect . .. .. . .2.2.3,2.2.6,2.2.17,
7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9 ;l
Orders, Written .3.3, 4,9,12.1.4,12.4.1,13.1owNtR . .. .. .. .. ..3
Owner, Definition of ..... . ..... .. ...3.1
Owner, lnformation and Services Required of the , . , .3.2,6,1,3,
6.2,9,11.2,11.3
Owner's Authority . . . .2.2.16, 4.8.1, 7.7.2, 9.3.1, 9.3.2,
9.8.1, 1-1.3.8, 12.1.2, 12.1.4
Owner's Financial Capability ..,.,. ,.,3.2.1
Owner's l-iability Insurance .... .. ...11.2
Owner's Relationship with Subcontractors .. .. .. ., ,,1.1.2,9,5.4
Ownel's Right to Carry Oul the Work ....,3,4t13.2.4
Olvner's Ritht to Clean Up . . . .4-15.2, 6.1
Owner's Right to Perform Work and to Award
Separale Conlracts .... ,. . ..... .. .6.1
Owner's Right to Terminate the Contract ,.... ..14.2
Owne/s Right to Stop lhe Work ... ......... ,..3.3
Ownership and Use of Documents . , . .. .. .1.1.1,1.3,3.2.5,5,2.3
Patching of Work, Cutting and .. . . .. .. .. ,4.14,6.2.2
Patents, Royalties and ..... ....,,4.17.1
Payment Bond, Labor and Material . , . . . . . . . . , . . .7.5
Payment, Applications for . . .. .. . , , , ..2.2.6, 9.2, 9.3,9.4,9.5.3,
9.6.1, 9.8.2, 9.9.1, 9.9.3, 14.2.2Payment,Certificatesfor..... .2.2.6,2.2.16,9-4,9.5.1,
9.5.5, 9.6.1, 9.7.1,9.8.2,9.9.1, L9.3, 12.1.4, 14.2.2
AIA DOCUMENT A20l . CENERAL CONDIIIONS OF THE CONTRACT rOR CONSTRUCTTON . THTRTEENTH EDITION . AUCUST 1976AIA@ . O 1976 . THE AMERICAN IN5TITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINCTON. O.C. ZOOOO A201.1976
Payment, Failure of . '.. ., '9.5.2,9.6.1.3,9'7 ' 9.9.2,14
Payment, Final,,. .....,...2.2.12,2.2.16'9.9'13'3'1
Payments, Progress . . . . . . . . . .7 -8, 7.9.3' 9.5.5, 9.8.2, 9.9.3, 12.1.4
PAYMENTS AND COMPTETION ..... .. ...... .....9
Payments to Subcontractors . . . . . . . .9'5.2, 9.5.3,9'5.4,
9.6.1.3, 11.3.3, 1 4.2-1
Payments Withheld .........9.6
Perlormance Bond and Labor and Material Payment Bond . '7'5
Permits, Fees and Notices ,..3.2'3,4'7,4.13
PERSONS AND PROPERTY, PROTECTION OF ...... ........10
Product Data, Definition of .. .... ...4.12.2
Product Data, Shop Drawings, Samples and .. '2.214,4'2'1,4.12
SUBCONTRACTORS ...
Subcontractors, Definition
Subcontractors, Work bY
Subcontractual Relations
'......,.5of ,......,..........'t.l
Progress and C-omplelion ...2.2.3,7.9.3,8.2
9.8.2,9.9.3,12.1.4Progress Payments .......
Procress Schedule .......Progress Schedule ..,. '. ...4.1O
Proiect, Definition of .... .. .........'1.1.4
Project Representative . . .. . ., ......2'2.17
Property Insulance . ,.... .. .. .......11.3
PROTECIION OF PERSONS AND PROPERTY . .... .........10
Regulations and Laws . . . . .1.3, 2.1.1, 4.6, 4.7, 4.13, 7.1, 10.2.2, 14
Reiection o{ Work . . .. .2.2.13,4.5;1,13.2
Releases o{ Waivers and Liens ... ,... ...,9.9'2,9,9.4Reoresentations .,.1.2.2,4.5,4.12.5,9-4.2,9-6-1,9.9.1Representatives .2-1, 2.2.2, 2.2.17 ,
2.2.18, 3.1 , 4.1 , 4.9, 5.1 , 9.3.3
Responsibif ity for Those Performing the Work , , . , .2.2.4,4.3.2,
6.1.3,6.2,9.8.1Retainage .. . , ,9,3.1,9.5.2,9.8.2,9.9.2,9.9.3
Review ol Conlracl Documenls
by the Contractor .....1.2.2,4.2t4.7.3
Reviews of Contractor's Submittals by
Owner and Architect . , , , .2.2.14, 4.1o, 4.12,5.2.1, 5.2.3,9.2
Rights and Remedies . . . . . . 1.1.2, 2.2.12, 2.2.13, 3.3, 3.4, 5.3, 6.1,
6.3, 7.6, 7.9, 8.3.1, 9.6.1, 9.7, 10.3, 12.1.2, 12.2, 13.2.2, 14
Rovahies and Patenls ,, ....4.17
saflty oi Persons and Property . ......10.2
Safety Precautions and Programs , ,,... -..2.2.3,10;l
Samples, Definition of ,. .. ...,..,..4.12.3
Samples, Shop Drawings, Product Data and . . . . .2.2.14,4.2,4.12
Sampfes at the Site, Documents and . . .. ... .. . .4.1'l
Schedufe of Values .........9,2
Schedule, Progress . . .. ....4.10
Separate Contracts and Contractors ., . . . 4.14.2, 6, 11.3.6, 13.1.2
Shop Drawings, Definition of ..... .. .. ..,... .4.12.1
Shop Drawings. Product Data and Samples , , . 2.2.14,4.2,4.12
Site, Use of ....... .4.13,6,2.1
Site Visits, Architect's . . . . . . .2.2.3, 2.2.5, 2.2.6, 2.2,17,
7 .7 .1 , 7.7 .4, L4.2, 9.6.1, 9.9.1Sitefnspections ....1.2.2,2.2.3,2.2.16,7.7,9.8.1,9.9.1
Speciaf f nspection and Testing , .2.2.13,7.7Specifications .. . .1,1.1,1.2.4,1.3
Statutes of Limitations ..7.9.2, 13.2.2, 13.2.7
Stopping the Work ...3.3,9.7,1,10.3,14.1
Srored Marerials,,.6.2.1,9.3.2,10.2.1.2,11.3.1,'13.2.5
Submittals ..1.3,4,10, 4.12' 5.2.1, 5'2.3,9'2'
9.3.1, 9.8.1 , 9.9.2, 9.9.3
Subrogation, Waiver of ...11.3.6
Subshnliaf Complefion . . . . . .2.2.16, 8.1'1, 8'1.3, 8'2.2, 98,13.2.2
Substantial Completion, Definition of .. '... .. '.8.1.3
Substitution of Subcontractors'-'.......5'2.3,5.2.4
substitution of the Architect '.,.,.. '2'2,19
substitutions of Materials .. .., '.4.5,12.1.4
Sub-subcontractors, Definition of . .. .. .. .. .... -5.1'2
Subsurface Conditions ...12.2.1
Successors and Assigns ., '.. .. .. .. ' -7'2
Supervision and Construclion Procedures . 1.2.4, 2'2.4, 4.3, 4,4' 10
Superintendent, Contractor's ....4.9110.2.6
Suietv, consent of . ..... '. ' '.9,9'2'9.9.3
survevs . ' '3'2'2,4'18'3
Taxes .. .... '.....4.6
Terrnination by the Contractor . ,.,.. ,. .., '...,14.1Termination by the Owner ,.'.,.....14.2
Termination of the Architect --....2.2-19
TTRMINATION OF THE CONTRACT . .. . . . .. .. .. '14
Tests ... ., '2'2,13' 4.3.3,7,7,9.4.2
Time ... '...... '. '8
Time, Definilion of ..... ,. ....... '...8.1
Time, Delays and Extensions of . .. '.... '. .8'3, 12'1,12.3,13.2.7
Time Limits, Specific . '. ,. . .. .2'2.8,2,2.12,3.2.1, 3.4,
4.1O, 5.3, 6.2.2, 7.9.2, 8.2, A3.2, 8.3.3, 9.2, 9.3.1,
9.4.1 , 9.5.1 , 9.7 , 11 .1 .4, 11.3.1 , 11.3.8,11 .3.9,
12.2, 12.3, 13.2.2, 13.2.5, 13.2.7, 14.1, 14.2.1
Title to Work . . . . , . .9.3.2,9.3.3
uNcovtRrNc AND CORRECTION OF WOnK . . . .. . . . .. ...13
Uncovering of Work . '.....13.1Unforseen Conditions .. .... '8.3,12.2Unit Prices .... ,.. .12.1.3,12.1.5
Use of Documents ... .... ,.,....1,1,1,1.3,3.2.5,5.3
Use of Sile .........4.13,6'2.1
Values, Schedule
Waiver of Claims
Waiver of Claims
t;;i;;i;;'.'.'.'.;.e:;:;;:;;;.;:;,'i:.?"t
Owner . . .. ..7.6,2, 9.9.4, 11.3.6, 11.4.1
Waiver of Liens . .. . . ... .. .9.9.2
Warlanty and Warranties, . . . 2.2.'16, 4.5' 9.3.3, 9,8.1, 9.9.4, 13.2-2
Weather Delays .... ..... .8.3.1
work, Definition of . ..,.... .. ..,,.,1.1.3
Work by Owner or by S€parate Conttaclors '......6Written Consent . . . . . .2.2.18,4,14.2,7.2,7.6.2,9,8.'1,9.9.3, 9.9.4
Written lnterpretations ... ,1.1.1,1 .2.4, 2.2.8,12.3.2
Written Notice . . . . .2.2.8, 2.2.12, 3.4, 4.2, 4.7.3, 4.7.4, 4.9, 4.12.6t
4.12.7, 4.17, 5.2.1, 7.3, 7.4, 7.7, 7.9.2, 8.1.2, 8.3.2, 8.3.3,
9.4.1, 9.6.1,'.9.7, 9.9.1, 9.9.5, 10.2.6, 11.1.4, 11.3.1, 11.3.4,
1't\3.s, 11 .3.7, 1'1.3.8, 12.2, 12.3,13.2.2,13.2.5, 14
Written Orders ..'....,..,3,3,4.9,12.1.4,'12,4.1,13.1
of -...
by the
by the
AIA DOCUMENT A2OI . CENERAT CONDITIONS OF THE CONTRACT
AIA@ . O 1976 . rHE AMERICAN INSTITUTE OF ARCHITECTS,
FoR CONSTRUCTIoN . THTRTEENTH EDITION . AUGUST 196-1735 NEW YORK AVENUE, N.W., WASHINCTON, D.C. 200064201-1976
CENERAL CONDITIONS OF THE CONTRACT FOR
ARTICTE .I
CONTMCT DOCUMENTS
1.1 DEFINITIONS
1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist of the Owner-Contrac-tor Agreement/ the Conditions of the Contract (Ceneral,
Supplementary and other Conditions), the Drawings, the
Specifications, and all Addenda issued prior to and allModifications issued after execution of the Contract. AModification is (1) a written amendment to the Contractsigned by both parties, (2) a Change Order, (3) a writteninterpretation issued by the Architect pursuant to Sub-paragraph 2.2.8, or (4) a written order for a minor change
in the Work issued by the Architect pursuant to paragradh
12.3. The Contract f)ocuments do not include Bidding
Documents such as the Advertisement or lnvitation t6Bid, the Instructions to Bidders, sample forms, the Con-tractor's Bid or portions of Addenda relating to any of
these, or any other documents, unless specifically enu-
merated in the Owner-Contractor Agreement.
1.1.2 THE CONTnACT
The Contract Documents form the Contract for Construc-
tion. This Contract represents the entire and integrated
agreement between the parties hereto and supersedes allprior negotiations/ representations, or agreements, either
written or oral. The Contract may be amended or modifiedonly by a Modification as defined in Subparagraph 1.1.1.
The Contract Documents shall not be construed io create
any contractual relationship of anv kind between the Ar-
chitect and the Contractor, but the Architect shall beentitled to performance of obligations intended for his
benefit, and to enforcement thereof. Nothins containedin the Contract Documents shall create any contractual
relationship between the Owner or the Architect and anv
Subcontractor or Sub-subcontractor.
1,1.3 THE WORK
The Work comprises the completed construction required
by the Contract Documents and includes all labor neces-
sary to produce such construction, and all materials andequipment incorporated or to be incorporated in such
construction.
1.1.4 THE PROIECT
The Project is the total construction of which the Work
performed under the Contract Documents may be the
whole or a part.
1,2 EXECUTTON, CORRETATION AND TNIENT
1.2.1 The Contract Documents shall be signed in not less
than triplicate by the Owner and Contractor. lf either the
Owner or the Contractor or both do not sign the Condi-
tions of the Contract, Drawings, Specifications, or any of
the other Contract Documents, rhe Architect shall iden-
lify such Documents,
1.2,2 By executing the Contract, the Contractor represents
that he has visited the site, familiarized himself with thelocal conditions under which the Work is to be per-
formed, and correlated his observations with the reouire-
ments of the Contract Documents.
1.2.3 The intent of the Contract Documents is to includeall items necessary for the proper execution and comple-tion of the Work. The Contract Documents are comDle-mentary, and what is required by any one shall be asbinding as if required by all. Work nor covered in the Con-
tract Documents will not be required unless it is consistent
therewith and is reasonably inferable therefrom as being
necessary to produce the intended results. Words and ab-
breviations which have well-known technical or trade
meanings are used in the Contract Documents in accord-
ance with such recognized meanings.
1.2.4 The organization of the Specifications into divisions,
sections and articles, and the arrangement of Drawings
shall not control the Contractor ir, rividing the Woikamong Subcontractors or in establishing thi extent ofWork to be performed by any trade.
1.3 OWNERSHIP AND USE OF DOCUMENTS
1.3.1 All Drawings, Specifications and copies thereof
furnished by the Architect are and shall remiin his prop-
erty. They are to be used only with respect to this prolect
and a re not to be used on any other project. With the
exception of one contract set for each party to the Con-tract/ such documents are to be returned or suitably
accounted for to the Architect on request at the comple-
tion of the Work. Submission or distribution to meet offi-cial regulatory requirements or for other purposes in
connection with the Project is not to be construed aspublication in derogation of the Architect's common law
copyright or other reserved rights.
ARTICIE 2
ARCHITECT
2.1 DEFINITION
2,1.1 The Architect is the person lawfully licensed topractice architecture/ or an entity lawfully practicing
architecture identified as such in the Owner-Contractor
Agreemen! and is referred to throughout the Contract
Documents as if singular in number and masculine ingender, The term Architect means the Architect or his
authorized representative.
2.2 ADMINISTRA]ION OF THE CONTRACT
2.2.1 fhe Architect will provide administration of the
Contract as hereinafter described.
2.2,2 The Architect will be the Owner's representative
during construction and until final payment is due. TheArchitect will advise and consult with the Owner. The
Owner's instructions to the Contractor shall be forwarded
AIA DOCUMENT A201 . CENERAL CONDITIONS Ot THE CONTRACT FOR CONSTRUCTION . THIRTEENTH EDITION . AUCUST 1976AIA@ . @ 1976 . IHE AM€RICAN INSTITUTE Of ARCHITECTS, 1735 NTW YORK AVENUE, N.W., WASHINCTON, D.C. 20006 A201-1976
CONSTRUCTION
through the Architect. The Architect will have authority
to act on behalf of the Owner only to the extent provided
in the Contract Documents, unless otherwise modified
by written instrument in accordance with Subparagraph
2.2.18.
2.2,3 The Architect will visit the site at intervals appro-
priate to the stage of construction to familiarize himself
generally with the progress and quality of the Work and
to determine in general if the Work is proceeding in ac-
cordance with the Contract Documents. However, the
Architect will not be required to make exhaustive or con-
tinuous on-site inspections to check the quality or quan-
tity of the Work. On the basis of his on-site observations
as an architect, he will keep the Owner informed of the
progress of the Work, and will endeavor to guard the
Owner against defects and def iciencies in the Work of the
Contractor.
2.2.4 The Architect will not be responsible for and will
not have control or charge of construction means, meth-
ods, techniques, sequences or procedures, or for safety
precautions and programs in connection with the Work,
and he will not be responsible for the Contractor's {ailure
to carry out the Work in accordance with the Contract
Documents. The Architect will not be responsible for or
have control or charge over the acts or omissions of the
Contractor, Subcontractors, or any of their agents
ployees, or any other persons performing any
Work.
2.2.5 The Architect shall at all times
Work wherever it is in preparation
Contractor shall provide facilities for
Architect may perform his functions
Documents.
2,2.6 Based on the Architect's observations and an evalu-
ation of the Contractor's Applications for Payment, the
Architect will determine the amounts owing to the Con-
tractor and will issue Certificates for Pavment in such
amounts, as provided in Paragraph 9.4.
2.2.7 fhe Architect will be the interpreter of the require-
ments of the Contract Documents and the judge of the
performance thereunder by both the Owner and Con-
tractor.
2.2.8 The Architect will render interpretations necessary
for the proper execution or progress of the Work, with
reasonable promptness and in accordance with any time
limit agreed upon. Either party to the Contract may make
written request to the Architect for such interpretations.
2.2.9 Claims, disputes and other matters in question be-
tween the Contractor and the Owner relating to the exe-
cution or progress of the Work or the interpretation of the
Contract Documents shall be referred initially to the
Architect for decision which he will render in writine
within a reasonable time.
2,2.10 All interpretations and dccisions o{ the Architect
shall be consistent with the intent of and reasonably in-
ferable f rom the Contract Documents and will be in writ-
ing or in the form of drawings. In his capacity as inter-
preter and judge, he will endeavor to secure faithful per-
formance by both the Owner and the Contractor, will not
show partiality to either, and will not be liable
result of any interpretation or decision rendered
faith in such capacity.
2.2.11 The Architect's decisions in matters relating to
artistic effect will be final if consistent with the intent of
the Contract Documents.
2.2.12 Any claim, dispute or other matter in question
between the Contractor and the Owner referred to the
Architect, except those relating to artistic effect as pro-
vided in Subparagraph 2.2,11 and except those which have
been waived by the making or acceptance of final pay-
ment as provided in Subparagraphs 9.9.4 and 9.9.5, shall
be subject to arbitration upon the written demand of ei-
ther party. However, no demand for arbitration of any such
claim, dispute or other matter mav be made until the
earlier of (1) the date on which the Architect has rendered
a written decision, or (2) the tenth day after the parties
have presented their evidence to the Architect or have
been given a reasonable opportunity to do so, if the
Architect has not rendered his written decision by that
date. When such a written decision of the Architect states
(1) that the decision is final but subject to appeal, and
(2) that any demand for arbitration of a claim, dispute or
other matter covered by such decision must be made
within thirty days after the date on which the party mak-
ing the demand receives the written decision, failure to
demand arbitration within said thirty days' period will re-
sult in the Architect's decision becoming final and binding
uDon the Owner and the Contractor. lf the Architect
renders a decision after arbitration proceedings have been
initiated, such decision may be entered as evidence but
will not supersede any arbitration proceedings unless the
decision is acceptable to all parties concerned.
2.2.'13 The Architect will have authority to reject Work
which does not conform to the Contract Documents.
Whenever, in his opinion, he considers it necessary or
advisable for the implementation of the intent of the
Contract Documents, he will have authority to require
special inspection or testing of the Work in accordance
with Subparagraph 7.7 .2 whether or not such Work be
then fabricated, installed or completed. However, neither
the Architect's authority to act under this Subparagraph
2.2.13, no( any decision made by him in good faith either
to exercise or not to exercise such authority, shall give
rise to any duty or responsibility of the Architect to the
Contractor, any Subcontractor, any of their agents or
employees, or any other person performing any of the
Work.
2.2.14 The Architect will review and approve or take
other appropriate action upon Contractor's submittals
such as Shop Drawings, Product Data and Samples, but
only for conformance with the design concept of the
Work and with the information given in the Contract
Documents. Such action shall be taken with reasonable
promptness so as to cause no delay. The Architect's ap-
proval of a specific item shall not indicate approval of
an assembly of which the item is a component.
2.2.'15 The Architect will prepare Change Orders in ac-
cordance with Article 12, and will have authority to order
minor changes in the Work as provided in Subparagraph
12.4.1.
for the
in good
or em-of the
have access to the
and progress. The
such access so the
under the Contract
AIA DOCUMENT A2O1 . CENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCIION . THIRTEENTH EDITION . AUCUST 1976A201-1976 ArA@ . o 1976 . THE AMERTCAN tNsrrurE oF ARcHrrEcrs, 1735 NEw yoRK AVENUE, N.w., wAsHrNGToN, D.c. 20m6
2.2.16 The Architect will conduct inspections to deter-
mine the dates of Substantial Completion and final com-pletion, will receive and forward to the Owner for the
Owner's review written warranties and related documents
required by the Contract and assembled by the Contrac-
tor/ and will issue a final Certificate for Payment upon
compliance with the requirements of Paragraph 9,9.
2.2.17 lt the Owner and Architect agree, the Architectwill provide one or mote Project Representatives to
assist the Architect in carrying out his responsibilities atthe site. The duties, responsibilities and limitations of
authority of any such Project Representative shall be as
set forth in an exhibit to be incorporated in the Contract
Documents.
2,2.18 The duties, responsibilities and limitations of au-
thority of the Architect as the Owner,s representative dur-
ing construction as set forth in the Contract Documentswill not be modified or extended without written con-
sent of the Owner, the Contractor and the Architect.
2.2.19 In case of the termination of the emolovment ofthe Architect, the Owner shall appoint an 'architect
against whom the Contractor makes no reasonable obiec-
tion whose status under the Contract Documents shali bethat of the former architect. Anv dispute in connectionwith such appointment shall be subiect to arbitration.
ARTICTE 3
OWNER
3.1 DEflNTTION
3.1.1 The Owner is the person or entity identified as suchin the Owner-Contractor Agreement and is referred to
throughout the Contract Documents as if singular in num-
ber and masculine in gender. The term Owner means the
Owner or his authorized representative.
3,2 TNFORMATTON AND SERVTCES REQU|nED
OF THE OWNEN,
3.2.1 The Owner shall, at the request of the Contractor,
at the time of execution of the Owner-Contractor Agree-
ment, furnish to the Contractor reasonable evidence that
he has made financial arrangements to fulfill his obliga-
tions under the Contract. Unless such reasonable evi-
dence is furnished, the Contractor is not required to
execute the Owner-Contractor Aqreement or to com-
mence the Work.
3.2.2 The Owner shall furnish all surveys describing thl
physical characteristics, legal limitations and utility loca-
tions for the site of the Project. and a legal description of
the site.
3.2.3 Except as provided in Subparagraph 4.7.1, the
Owner shall secure and pay for necessary approvals, ease-
ments, assessments and charges required for the construc-
tion, use or occupancy of permanent structures or for per-
manent changes in existing facilities.
3.2.4 Information or services under the Owner's control
shall be furnished by the Owner with reasonable prompt-
ness to avoid delay in the orderly progress of the Work.
3.2,5 Unless otherwise provided in the Contract Docu-
ments, the Contractor will be furnished, free of charge,
all copies of Drawings and Specifications reasonably nec-
essary for the execution of the Work.
3.2.6 The Owner shall forward all instructions to the
Contractor through the Architect.
3.2.7 The foregoing are in addition to other duties and
responsibilities of the Owner enumerated herein and
especially those in respect to Work by Owner or by
Separate Contractors, Payments and Completion, and In-
surance in Articles 6, 9 and 11 respectively.
3.3 OWNTR'S RTGHT TO STOP THE WORK
3.3.1 lf the Contractor fails to correct defective Work as
required by Paragraph 13.2 or persistently fails to carry
out the Work in accordance with the Contract Docu-
ments, the Owner, by a written order signed personally
or by an agent specifically so empowered by the Owner
in writing, may order the Contractor to stop the Work,
or any portion thereof, until the cause for such order has
been eliminated; however, this right of the Owner to
stop the Work shall not give rise to any duty on the part
of the Owner to exercise this right for the benefit of the
Contractor or any other person or entity, except to the
extent required by Subparagraph 6.1.3.
3.4 OWNER'S RIGHT TO CARRY OUT THE WORK
3.4.1 lf the Contractor defaults or neglects to carry out
the Work in accordance with the Contract Documents
and fails within seven days after receipt of written notice
from the Owner to commence and continue correction
of such default or neglect with diligence and promptness,
the Owner may, after seven days following receipt by the
Contractor of an additional written notice and without
prejudice to any other remedy he may have. make good
such deficiencies. ln such case an appropriate Change
Order shall be issued deducting from the payments thenor thereafter due the Contractor the cost of correcting
such deficiencies, including compensation for the Archi-
tect's additional services made necessary by such default,
neglect or failure- Such action by the Owner and the
amount charged to the Contractor are both sublect to the
prior approval of the Architect. lf the payments then or
thereafter due the Contractor are not sufficient to cover
such amount, the Contractor shall pay the difference to
the Owner.
ARTICLE 4
CONTRACTOR
4,1 DEFTNTTTON
4,1.1 The Contractor is the person or entity identified as
such in the Owner-Contractor Agreement and is referred
to throughout the Contract Documents as if singular in
number and masculine in gender. The term Contractor
means the Contractor or his authorized representative,
4.2 REVTEW OF CONTRACT DOCUMENTS
4,2,1 The Contractor shall carefully study and compare
the Contract Documents and shall at once reDort to the
Architect any error, inconsistency or omission he may dis-
cover. The Contractor shall not be liable to the Owner or
AIA DOCUMENT A2||1 . CENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . THTRTEENTH EDITION . AUCUST 1976
AIA@ . @ 1976. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHTNCTON, D.C. 20006 A201-1976
the Architect for any damage resulting from any such
errors, inconsistencies or omissions in the Contract Docu-
ments. The Contractor shall perform no portion of the
Work at any time without Contract Documents or, where
required, approved Shop Drawings, Product Data or
Samples for such portion of the Work.
4,3 SUPERVTSTON AND CONSTRUCTION PROCEDURES
4.3.1 The Contractor shall supervise and direct the Work,
using his best skill and attention. He shall be solely re-
sponsible for all construction means, methods, tech-
niques, sequences and procedures and for coordinating
all portions of the Work under the Contract.
4.3.2 The Contractor shall be responsible to the Owner
for the acts and omissions of his employees, Subcontrac-
tors and their agents and employees, and other persons
performing any of the Work under a contract with the
Contractor.
4.3.3 The Contractor shall not be relieved from his obli-
gations to perform the Work in accordance with the
Contract Documents either bv the activities or duties of
the Architect in his administration of the Contract, or by
inspections, tests or approvals required or performed un-
der Paragraph 7.7 by persons other than the Contractor.
4.4 LABOR AND MATERIALS
4.4.1 Unless otherwise provided in the Contract Docu-
ments, the Contractor shall provide and pay for all labor,
materials, equipment, tools, construction equipment and
machinery, water, heat, utilities, transportation, and other
facilities and services necessary for the proper execution
and completion of the Work, whether temporary or per-
manent and whether or not incoroorated or to be incor-
porated in the Work.
4.4,2 The Contractor shall at all times enforce strict dis-
cipline and good order among his employees and shall not
employ on the Work any unfit person or anyone not
skilled in the task assigned to him.
4.5 WARRANTY
4.5.1 The Contractor warrants to the Owner and the
Architect that all materials and equipment furnished
under this Contract will be new unless otherwise speci-
fied, and that all Work will be of good quality, free from
faults and defects and in conformance with the Contract
Documents. All Work not conforming to these require-
ments, including substitutions not properly approved and
authorized, may be considered defective. lf required by
the Architect, the Contractor shall furnish satisfactory evi-
dence as to the kind and quality of materials and equip-
ment. This warranty is not limited by the provisions of
Paragraph 13.2.
4.6 TAXES
4.5.1 The Contractor shall pay all sales, consumer, use
and other similar taxes for the Work or portions thereof
provided by the Contractor which are legally enacted at
the time bids are received, whether or not yet effective.
4.7 PERMITS, FEES AND NOTICES
4.7,1 Unless otherwise provided in the Contract Docu-
ments, the Contractor shall secure and pay for the build-
ing permit and for all other permits and governmental
fees, licenses and inspections necessary for the proper
execution and completion of the Work which are custom-
arily secured after execution of the Contract and which
are legally required at the time the bids are received.
4,7,2 The Contractor shall give all notices and comply
with all laws. ordinances, rules, regulations and lawful or-
ders of any public authority bearing on the performance
of the Work.
4.7.3 lt is not the responsibility of the Contractor to
make certain that the Contract Documents are in accord-
ance with applicable laws, statutes, building codes and
regulations. lf the Contractor observes that any of the
Contract Documents are at variance therewith in any re-
spect, he shall promptly notify the Architect in writing,
and any necessary changes shall be accomplished by ap-
propriate Modif ication.
4.7.4 lf the Contractor performs any Work knowing it to
be contrary to such laws, ordinances, rules and regula-
tions, and without such notice to the Architect, he shall
assume full responsibility therefor and shall bear all costs
attributable thereto.
4.8 AU.OWANCES
4.8.1 The Contractor shall include in the Contract Sum
all allowances stated in the Contract Documents. ltems
covered by these allowances shall be supplied for such
amounts and by such persons as the Owner may direct,
but the Contractor will not be required to employ persons
against whom he makes a reasonable objection.
4.8,2 Unless otherwise provided in the Contract Docu-
ments:
.1 these allowances shall cover the cost to the Con-
tractor, less any applicable trade discount, of the
materials and equipment required by the allowance
delivered at the site, and all applicable taxes;
.2 the Contractor's costs for unloading and handling
on the site, labor, installation costs, overhead, prof-
it and other expenses contemplated for the original
allowance shall be included in the Contract Sum and
not in the allowance;
.3 whenever the cost is more than or less than the
allowance, the contract Sum shall be adjusted ac-
cordingly by Change Order, the amount of which
will recognize changes, if any, in handling costs on
the site, labor, installation costs, overhead, profit
and other expenses.
4.9 SUPERINTENDENT
4.9.1 The Contractor shall employ a competent superin-
tendent and necessary assistants who shall be in attend-
ance at the Proiect site during the progress of the Work.
The superintendent shall represent the Contractor and all
communications given to the superintendent shall be as
binding as if given to the Contractor. lmportant commu-
nications shall be con{irmed in writing. Other communi-
cations shall be so confirmed on written request in each
case.
4.10 PROGRESS SCHEDUTE
4.10.1 The Contractor, immediately after being awarded
the Contract, shall prepare and submit for the Owner's
and Architect's information an estimated progress sched-
AIA DOCUMENT Azfl . GENERAL CONDITIONS OFAIA@. @ 1976. THE AMERICAN INSTITUTE
FOR CONSTRUCTION. THIRTEENTH EDITION . AUCUST 1976
173s NEW yORK AVENU[, N.W., WASHTNCTON, D.C, 20006
THE CONTRACT
OF ARCHITECTS,A,201-1976
ule for the Work. The progress schedule shall be relatedto the entire Project to the extent required bv the Con-trdct Documenls, and shall provide for expeditious andpracticable execution of the Work.
4.11 DOCUMENTS AND SAMPI.ES AT THE SITE
4.11.1 The Contractor shall maintain at the site for theOwner.one record copy oi all Drawings, Specifications,Addenda, Change Orders and other Modifications. ingood order and marked currently to record all changesmade durrng construcl.ion, and approved Shop Drawin-ss,Product Data and Samples. Ihese shall be available "to
the Architect and shall be delivered to him for the Ownerupon completion o{ the Worr.
4.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPTES
4.12.1 Shop Drawings are drawings, diagrams, schedulesand other data specially prepared for the Work by the
Contractor or any Subcontractor, manufacturer, supplieror distributor to illustrate some portion of the Work.
4.12.2 Product Data are illustrations, standard schedules,performance charts, instructions, brochures, diagrams andother information furnished by the Contractor to illustratea material, product or system for some portion of the
Work.
4.12.3 Samples are physical examples which illustratematerials, equipment or workmanship and establish
standards by which the Work will be judged.
4J2.4 fhe Contractor shall review, approve and submit,with reasonable promptness and in such sequence as to
cause no delay in the Work or in the work of the Owneror any separate contractor, all Shop Drawings, product
Data and Samples required by the Contract Documents.
4.12.5 By approving and submitting Shop Drawings,
Product Data and Samples, the Contractor represents that
he has determined and verified all materials. field meas-
urements, and iield construction criteria related thereto,or will do so, and that he has checked and coordinatedthe information contained within such submittals withthe requirements of the Work and of the Contract Docu-
ments,
4.12.6 The Contractor shall not be relieved of responsi-bility for any deviation from the requirements of the
Contract Documents by the Architect's 3pproval of Shop
Drawings, Product Data or Samples under Subparagraph
2.2.14 unless the Contractor has specilicallv informed the
Architect in writing of such deviaiion at the time of sub-
mission and the Architect has given written approval to
the specific deviation. The Contractor shall not be relievedfrom responsibility for errors or omissions in the Shop
Drawings, Product Data or Samples by the Architect,s
approval thereof.
4.12.7 fhe Contractor shall direct soecific attention. inwriting or on resubmitted Shop Drawings, Product Dataor Samples, to revisions other than those requested bv
the Architect on previous submittals.
4.12.8 No portion of the Work requiring submission of aShop Drawing, Product Data or Sample shall be com-
menced until the submittal has been approved by the
Architect as provided in Subparagraph 2.2.14. All such
portions of the Work shall be in accordance with ap,proved submittals.
4.13 usE oF slTE
4.13,1 The Contractor shall confine operations at the siteto areas permitted by law, ordinances, permits and the
Contract Documents and shall not unreasonablv encum-
ber the site with any materials or equipment,
4,14 CUTTING AND PATCHING Of WORK
4,14.1 The Contractor shall be responsible for all cutting,
fitting or patching that may be required to complete the
Work or to make its several parts fit together properly.
4.14.2 The Contractor shall not damage or endanger anyportion of the Work or the work of the Owner or anv
separate contractors by cutting, patching or otherwise
altering any work, or by excavation. The Contractor shall
not cut or otherwise alter the work of the Owner or any
separate contractor except with the written consent of the
Owner and of such separate contractor, The Contractor
shall not unreasonably withhold {rom the Owner or any
separate contractor his consent to cutting or otherwise
altering the Work.
4.15 CTEAN|NC UP
4.15.1 The Contractor at all times shall keep the premises
free from accumulation of waste materials or rubbish
caused by his operations. At the completion of the Work
he shall remove all his waste materials and rubbish from
and about the Prolect as well as all his tools, construc-
tion equipment, machinery and surplus materials.
4,15.2 lt the Contractor fails to clean up at the comple-
tion of the Work, the Owner may do so as provided in
Paragraph 3.4 and the cost thereof shall be charged to the
Contractor.
4,15 COMMUNTCATTONS
4.15,1 The Contractor shall forward all communications
to the Owner through the Architect.
4.17 ROYATTIES AND PATENTS
4.17.1 The Contractor shall pay all royalties and license
fees. He shall defend all suits or claims for infringementof any patent rights and shall save the Owner harmless
from loss on account thereof, except that the Owner shall
be responsible for all such loss when a particular design,
process or the product of a particular manufacturer or
manufacturers is specified, but if the Contractor has rea-
son to believe that the design, process or product speci-fied is an infringement of a patent, he shall be responsible
for such loss unless he promptly gives such information to
the Architect.
4.18 INDEMNtFTCATtON
4.18.1 To the fullest extent permitted by law, the Con-
traclor shall indemnify and hold harmlesi the Owner andthe Architect and their agents and employees from and
against all claims, damages, losses and expenses, including
but not limited to attorneys' fees, arising out of or result-ing f rom the performance of the Work, provided that
any such claim, damage, loss or expense (1) is attributableto bodily injury, sickness, disease or death, or to injuryto or destruction of tangible property (other than the
Work itselfl including the loss of use resulting theref rom,
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rOR CONSTRUCTION . THIRTEENTH EDITION . AUCUST 19761735 NEw yoRK AVINUE, N.w., wAsHtNcroN, D.c. 20006 A201-1976
and (2) is caused in whole or in part by any negligent act
or omission of the Contractor, any Subcontractor/ anyone
directly or indirectly employed by any of them or anyone
for whose acts any of them may be liable, regardless of
whether or not it is caused in part by a party indemnified
hereunder. Such obligation shall not be construed to ne-
gate, abridge, or otherwise reduce any other right or obli-
gation of indemnity which would otherwise exist as to any
party or person described in this Paragraph 4.18.
4.18.2 In any and all claims against the Owner or the
Architect or any of their agents or employees by any
employee of the Contractor, any Subcontractor/ anyone
directly or indirectly employed by any of them or anyone
for whose acts any of them may be liable, the indemnifi-
cation obligation under this Paragraph 4.-18 shall not be
limited in any way by any limitation on the amount or
type of damages, compensation or bene{its payable by or
for the Contractor or any Subcontractor under workers'
or workmen's compensation acts, disability benefit acts or
other employee benefit acts.
4.18.3 The obligations of the Contractor under this Para-
graph 4.18 shall not extend to the liability of the Archi-
tect, his agents or employees, arising out of (1) the prepa-
ration or approval of maps, drawings, opinions, reports,
surveys, change orders, designs or specifications, or (2)
the giving of or the failure to give directions or instruc-
tions by the Architect, his agents or employees providing
such giving or failure to give is the primary cause of the
injury or damage.
ARTICTE 5
SUBCONTRACTORS
5.1 DEFTNITTON
5.1.1 A Subcontractor is a person or entity who has a di-
rect contract with the Contractor to perform any of the
Work at the site. The term Subcontractor is referred to
throughout the Contract Documents as if singular in num-
ber and masculine in gender and means a Subcontractor
or his authorized representative. The term Subcontractor
does not include any separate contractor or his subcon-
tractors.
5,1,2 A Sub-subcontractor is a person or entity who has a
direct or indirect contract with a Subcontractor to per-
form any of the Work at the site. The term Sub-subcon-
tractor is referred to throughout the Contract Documents
as if singular in number and masculine in gender and
means a Sub-subcontractor or an authorized representa-
tive thereof.
5.2 AWARD OF SUECONTRACTS AND OTHEN
CONTRACTS FOR PORTIONS OF THE WORK
5.2.1 Unless otherwise required by the Contract Docu-
ments or the Bidding Documents, the Contractor, as soon
as practicable after the award of the Contract, shall fur-
nish to the Owner and the Architect in writing the names
of the persons or entities (including those who are to fur-
nish materials or equipment fabricated to a special design)
proposed for each of the principal portions of the Work.
The Architect will promptly reply to the Contractor in
writing stating whether or not the Owner or the Architect,
a{ter due investigation, has reasonable obfection to any
such proposed person or entity, Failure of the Owner or
Architect to reply promptly shall constitute notice of no
reasonable oblection.
5.2.2 The Contractor shall not contract with any such
proposed person or entity to whom the Owner or the
Architect has made reasonable objection under the provi-
sions of Subparagraph 5.2.1. The Contractor shall not be
required to contract with anyone to whom he has a rea-
sonable objection.
5.2.3 lf the Owner or the Architect has reasonable objec-
tion to any such proposed person or entity, the Contrac-
tor shall submit a substitute to whom the Owner or the
Architect has no reasonable objection, and the Contract
Sum shall be increased or decreased by the difference in
cost occasioned by such substitution and an appropriate
Change Order shall be issued; however, no increase in
the Contract Sum shall be allowed for any such substitu-
tion unless the Contractor has acted promptly and re-
sponsively in submitting names as required by Subpara-
graph 5.2.1.
5.2.4 The Contractor shall make no substitution for any
Subcontractor. person or entity previously selected if the
Owner or Architect makes reasonable obiection to such
substitution.
5.3 SUBCONTRACTUA| REIATIONS
5.3.1 By an appropriate agreement, written where le8ally
required for validity, the Contractor shall require each
Subcontractor, to the extent of the Work to be per-
formed by the Subcontractor, to be bound to the,Con-
tractor by the terms of the Contract Documents, and to as-
sume toward the Contractor all the obligations and re-
sponsibilities which the Contractor, by these Documents,
assumes toward the owner and the Architect. Said agree-
ment shall preserve and protect the rights of the Owner
and the Architect under the Contract Documents with re-
spect to the Work to be performed by the Subcontractor
so that the subcontracting thereof will not prejudice such
rights, and shall allow to the Subcontractor, unless specifi-
cally provided otherwise in the Contractor-Subcontractor
agreement, the benefit of all rights, remedies and redress
against the Contractor that the Contractor, by these Docu-
ments, has against the Owner, Where appropriate/ the
Contractor shall require each Subcontractor to enter into
similar agreements with his Sub-subcontractors. The Con-
tractor shall make available to each proposed Subcon-
tractor, prior to the execution of the Subcontract, copies
of the Contract Documents to which the Subcontractor
will be bound by this Paragraph 5.3, and identify to the
Subcontractor any terms and conditions of the proposed
Subcontract which may be at variance with the Contract
Documents. Each Subcontractor shall similarly make cop-
ies of such Documents available to his Sub-subcontractors
ARTICLE 6
WORK BY OWNER OR BY
SEPARATE CONTRACTORS
OWNER'S RICHT TO PERFORM WORK AND
TO AWARD STPARATE CONTRACTS
6.1,1 The Owner reserves the right to perform work re-
lated to the Proiect with his own forces, and to award
6.1
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separate contracts in connection with other portions of
the Project or other work on the site under these or similar
Conditions of the Contract. lf the Contractor claims that
delay or additional cost is involved because of such
action by the Owner, he shall make such claim as pro-
vided elsewhere in the Contract Documents.
6.1.2 When separate contracts are awarded for different
portions of the Project or other work on the site, the term
Contractor in the Contract Documents in each case shall
mean the Contractor who executes each separate Owner-
Contractor Agreement.
6.1.3 The Owner will provide for the coordination of the
work of his own forces and of each separate contractorwith the Work of the Contractor, who shall cooperate
therewith as provided in Paragraph 6.2,
6.2 MUTUATRESPONSIBILITY
5,2.1 The Contractor shall afford the Owner and seoarate
contractors reasonable opportunity for the introduction
and storage of their materials and equipment and the
execution of their work, and shall connect and coordinate
his Work with theirs as required by the Contract Docu-
ments.
6.2,2 ll any part of the Contractor's Work depends forproper execution or results upon the work of the Owneror any separate contractor, the contractor shall, prior to
proceeding with the Work, promptly report to the Archi-
tect any apparent discrepancies or defects in such otherwork that render it unsuitable {or such proper execution
and results. Failure of the Contractor so to report shall
constitute an acceptance of the Owner's or separate con-
tractors' work as fit and proper to receive his Work, ex-
cept as to defects which may subsequently become appar-
rent in such work by others,
5.2.3 Any costs caused by defective or ill-timed work
shall be borne by the party responsible therefor.
6.2.4 Should the Contractor wrongfully cf,use damage to
the work or property of the Owner, or to other work on
the site, the Contractor shall promptly remedy such dam-
age as provided in Subparagraph 10.2.5.
6,2.5 Should the Contractor wrongfully cause damage to
the work or property of any separate contractor, the Con-
tractor shall upon due notice promptly attempt to settle
with such other contractor by agreement, or otherwise to
resolve the dispute. lf such separate contractor sues or
initiates an arbitration proceeding against the Owner on
account of any damage alleged to have been caused by
the Contractor, the Owner shall notify the Contractorwho shall defend such proceedings at the Owner's ex-
pense, and if any judgment or award against the Owner
arises therefrom the Contractor shall pay or satisfy it and
shall reimburse the Owner for all attorneys' fees and
court or arbitration costs which the Owner has incurred,
6.3 OWNER's RIGHT TO CLEAN UP
6.3.1 lf a dispute arises between the Contractor and sepa-
rate contractors as to their responsibility for cleaning up
as required by Paragraph 4.15, the Owner may clean up
and charge the cost thereof to the contractors responsible
therefor as the Architect shall determine to be just.
ARTICIE 7
MtscErtANEouS PROVTSTONS
7.7 COVERNTNG tAW
7.1.1 The Contract shall be governed by the law of the
place where the Project is located.
7.2 SUCCESSORS AND ASSTCNS
7.2.1 f he Owner and the Contractor each binds himself,
his partners, successors/ assigns and legal representatives
to ihe other party hereto and to the partners, successors,
assigns and legal representatives of such other party in re-
spect to all covenants, agreements and obligations con-
tained in the Contract Documents. Neither party to the
Contract shall assign the Contract or sublet it as a whole
without the written consent of the other, nor shall the
Contractor assign any moneys due or to become due to
him hereunder, without the previous written consent of
the Owner.
7,3 WR|TTEN NOTTCE
7.3.1 Written notice shall be deemed to have been duly
served if delivered in person to the individual or membei
of the firm or entity or to an officer of the corporation for
whom it was intended, or if delivered at or sent by regis-
tered or certified mail to the last business address known
to him who gives the notice.
7.4 CTATMS FOR DAMACES
7.4.1 Should either party to the Contract suffer injury or
damage to person or property because of any act or omis-
sion of the other party or of any of his employees, agents
or others for whose acts he is legally liable, claim shall be
made in writing to such other party within a reasonable
time after the first observance of such injury or damage.
7,5 PERFORMANCE BOND AND TABOR AND
MATERIAT PAYMENT BOND
7,5.1 The Owner shall have the right to require the Con-
tractor to furnish bonds covering the faithful performance
of the Contract and the payment of all obligations arising
thereunder if and as required in the Bidding Documents
or in the ConLract Documents.
7.6 RIGHTS AND REMEDIE9
7.6.1 The duties and obligations imposed by the Contract
Documents and the rights and remedies available there-
under shall be in addition to and not a limitation of anv
dulies, obligations, rights and remedies otherwise im-
posed or available by law.
26.2 No action or failure to act by the Owner, Architect
or Contractor shall constitute a waiver of any right or duty
afforded any of them under the Contract, nor shall any
such action or failure to act constitute an approval of or
acquiescence in any breach thereunder, except as may be
specifically agreed in writing.
AIA DOCUMENT A201 . CENEMI CONDITIONS OF THE CONTMCT rOR CONSTRUCTION . THIRTEENTH EDITION . AUCUST 1976AfAo . @ 1976 . THE AMERICAN INSTITUTE oF ARCHITECTS, 1735 NEw YORK AVENUE, N.w-, wAsHtNcTON, D.C. 2fl)06 A201-1976 11
7.7 TESTS
7.7.1 ll the Contract Documents, laws. ordinances, rules,
regulations or orders of any public authority having juris-
diction require any portion of the Work to be inspected,
tested or approved, the Contractor shall give the Architect
timely notice of its readiness so the Architect may observe
such inspection, testing or approval. The Contractor shall
bear all costs of such inspections, tests or approvals con-
ducted by public authorities. Unless otherwise provided,
the Owner shall bear all costs of other insoections, tests
or approvars.
7.7.2 lt Ihe Architect determines that anv Work reouires
special inspection, testing, or approval which Subpara-
graph 7.7.1 does not include, he will, upon written au-
thorization from the Owner, instruct the Contractor to
order such special inspection, testing or approval, and the
Contractor shall give notice as provided in Subparagraph
2.7.1. lf such special inspection or testing reveals a failure
of the Work to comply with the requirements of the Con-
tract Documents, the Contractor shall bear all costs there-
of, including compensation for the Architect's additional
services made necessary by such failure; otherwise the
Owner shall bear such costs, and an appropriate Change
Order shall be issued.
7.7.3 Required certificates of inspection, testing or ap-
proval shall be secured by the Contractor and promptly
delivered by him to the Architect.
7.7.4 ll the Architect is to observe the inspections, tests
or approvals required by the Contract Documents, he will
do so promptly and, where practicable, at the source of
suppry.
7.8 |NTEREST
7.8.1 Payments due and unpaid under 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 at
the place of the Project.
7,9 ARBITRATION
7.9,1 All claims, disputes and other matters in question
between the Contractor and the Owner arising out of, or
relating to, the Contract Documents or the breach there-of, except as provided in Subparagraph 2.2.11 with re-
spect to the Architect's decisions on matters relating to
artistic effect, and except for claims which have been
waived by the making or acceptance of final payment as
provided by Subparagraphs 9.9.4 and 9.9.5, shall be de-
cided by arbitration in accordance with the Construction
Industry Arbitration Rules of the American Arbitration
Association then obtaining unless the parties mutually
agree otherwise. No arbitration arising out of or relating
to the Contract Documents shall include, bv consolida-
tion, joinder or in any other manner, the Architect, his
employees or consultants except by written consent con-
taining a specific reference to the Owner-Contractor
Agreement and signed by the Architect, the Owner, the
Contractor and any other person sought to be joined. No
arbitration shall include by consolidation, joinder or in
any other manner, parties other than the Owner, the
Contractor and any other persons substantially involved
in a common question of fact or law, whose presence is
required if complete relief is to be accorded in the arbi-
tration. No person other than the Owner or Contractor
shall be included as an original third party or additional
third party to an arbitration whose interest or responsi-
bility is insubstantial. Any consent to arbitration involving
an additional person or persons shall not constitute con-
sent to arbitration of any dispute not described therein orwith any person not named or described therein. The
foregoing agreement to arbitrate and any other agreement
to arbitrate with an additional person or persons duly
consented to by the parties to the Owner-Contractor
Agreement shall be specifically enforceable under the
prevailing arbitration law. The award rendered by the
arbitrators shall be final, and judgment may be entered
upon it in accordance with applicable law in any court
having ju risdiction thereof.
7.9.2 Notice of the demand for arbitration shall be filed
in writing with the other party to the Owner-Contractor
Agreement and with the American Arbitration Associa-
tion, and a copy shall be filed with the Architect. The
demand for arbitration shall be made within the time
limits specified in Subparagraph 2.2.12 where applicable,
and in all other cases within a reasonable time after the
claim, dispute or other matter in question has arisen, and
in no event shall it be made after the date when institu-
tion of legal or equitable proceedings based on such
claim, dispute or other matter in question would be
barred by the applicable statute of limitations.
7.9.3 Unless otherwise agreed in writing, the Contractor
shall carry on the Work and maintain its progress during
any arbitration proceedings, and the Owner shall con-
tinue to make payments to the Contractor in accordance
with the Contract Documents.
ARTICTE 8
TIME8.1 DEFINtTtONS
8.1.1 Unless otherwise provided, the Contract Time is the
period of time allotted in the Contract Documents {or
Substantial Completion of the Work as defined in Sub-
paragraph 8.1.3, including authorized adjustments thereto.
8.1.2 The date of commencement of the Work is the date
established in a notice to proceed. l{ there is no notice to
proceed, it shall be the date of the Owner-Contractor
Agreement or such other date as may be established
th erein.
8.1.3 The Date of Substantial Completion of the Work or
designated portion thereof is the Date certi{ied by the
Architect when construction is sufficiently complete, in
accordance with the Contract Documents, so the Owner
can occupy or utilize the Work or designated portion
thereof for the use for which it is intended.
8.1.4 The term dav as used in the Contract Documents
shall mean calendar day unless otherwise specifically
designated.
8.2 PROCRESS AND COMPTE ON
8.2.1 All time limits stated in the Contract Documents are
of the essence of the Contract.
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FOR CONSTRUCTION . THIRTEENTH EDITION . AUGUST 1976.1735 NEW YORK AVENUI, N.W,, WASHINGTON, D.C. 2000612
8.2.2 The Contractor shall begin the Work on the date of
commencement as def ined in Subparagraph 8.1.2. He
shall carry the Work forward expeditiously with adequate
forces and shall achieve Subsrantial Completion within
the Contract Time.
9.3 DELAYS AND EXTENSTONS OF T|ME
8,3.1 lf the Contractor is delayed at any time in the prog-
ress of the Work by any act or neglect of the Owner or
the Architect, or by any employee of either, or by any
separate contractor employed by the Owner. or by
changes ordered in the Work, or by labor disputes, fire,
unusual delay in transportation, adverse weather condi-
tions not reasonably anticipatable, unavoidable casualties,
or any causes beyond the Contractor's control, or by de-
lay authorized by the Owner pending arbitration, or by
any other cause which the Architect determines mayjustify the delay, then the Contract Time shall be ex-
tended by Change Order for such reasonable time as the
Architect may determine.
8.3.2 Any claim for extension of time shall be made inwriting to the Architect not more than twenty days after
the commencement of the delay; otherwise it shall be
waived. In the case of a continuing delay only one claim
is necessary. The Contractor shall provide an estimate ofthe probable effect of such delay on the progress of the
Work.
8.3.3 lf no agreement is made stating the dates upon
which interpretations as provided in Subparagraph 2.2.8
shall be furnished, then no claim for delay shall be al-
lowed on account of failure to furnish such interpreta-
tions until fifteen days after written request is made for
them, and not then unless such claim is reasonable.
8.3.4 This Paragraph 8.3 does not exclude the recovery
of damages for delay by either party under other provi-
sions of the Contract Documents.
ARTICLE 9
PAYMENTS AND COMPLETION
9.1 CoNTRACT SUM
9,1.1 The ContractSum is stated in the Owner-Contractor
Agreement and, including authorized adiustments thereto,
is the total amount payable by the Owner to the Contrac-
tor for the performance of the Work under the Contract
Documents.
9.2 SCHEDULE OF VATUES
9.2.1 Before the first Application for Payment, the Con-
tractor shall submit to the Architect a schedule of values
allocated to the various portions of the Work, prepared in
such form and supported by such data to substantiate its
accuracy as the Architect may require. This schedule, un-
less objected to by the Architect, shall be used only as a
basis for the Contractor's Applications for Payment.
9.3 APPTICATIONS FOR PAYMENT
9.3.1 At least ten days be{ore the date {or each progress
payment established in thc Owner-Contractor Agreement,
the Contractor shall submit to the Architect an itemized
Application for Payment, notarized if required, supported
by such data substantiating the Contractor's right to pay-
ment as the Owner or the Architect may require, and re-
flecting retainage, if any, as provided elsewhere in the
Contract Documents.
9.3.2 Unless otherwise provided in the Contract Docu-
ments, payments will be made on account of materials or
equipment not incorporated in the Work but delivered
and suitably stored at the site and, if approved in ad-
vance by the Owner, payments may similarly be madefor materials or equipment suitably stored at some other
location agreed upon in writing. Payments for materialsor equipment stored on or off the site shall be con-
ditioned upon submission by the Contractor of bills o{
sale or such other procedu res satisfactory to the Owner
to establish the Owner's title to such materials or equip-
ment or otherwise protect the Owner's interest, including
applicable insurance and transportation to the site for
those materials and equipment stored off the site.
9.3.3 The Contractor warrants that title to all Work,
materials and equipment covered by an Application for
Payment will pass to the Owner either by incorporation in
the construction or upon the receipt of payment by the
Contractor, whichever occurs first, free and clear of all
liens, claims, security interests or encumbrances, herein-
after referred to in this Article 9 as "liens"; and that no
Work, materials or equipment covered by an Application
for Payment will have been acquired by the Contractor,
or by any other person performing Work at the site or
furnishing materials and equipment for the Project, sub-
.iect to an agreement under which an interest therein or
an encumbrance thereon is retained bv the seller or other-
wise imposed by the Contractor or such other person.
9.4 CERTIFICATES TOR PAYMENT
9.4.1 The Architect will, within seven days after the re-
ceipt of the Contractor's Application for Payment, either
issue a Certificate for Payment to the Owner, with a
copy to the Contractor, for such amount as the Architect
determines is properly due, or notify the Contractor in
writing his reasons for withholding a Certificate as pro-
vided in Subparagraph 9.6.1.
9.4.2 The issuance of a Certificate for Payment will con-
stitute a representation by the Architect to the Owner,
based on his observations at the site as provided in Sub-
paragraph 2.2.3 and the data comprising the Application
for Payment, that the Work has progressed to the point
indicated; that, to the best of his knowledge, information
and belief, the quality of the Work is in accordance with
the Contract Documents (subject to an evaluation of theWork for conformance with the Contract Documents
upon Substantial Completion, to the results of any subse-
quent tests required by or performed under the Contract
Documents, to minor deviations from the Contract Docu-
ments correctable prior to completion, and to any specific
qualifications stated in his Certificate); and that the Con-
tractor is entitled to payment in the amount certified.
Hr:wever, by issuing a Certificate for Payment, the Archi-
tect shall not lhereby be deemed to represent that he has
made exhaustive or continuous on-site insoections to
check the quality or quantity of the Work or that he has
reviewed the construction means, methods, techniques,
AIA DOCUMENT A2l)1 . CENERAL CONDIIIONS OF IHE CONTRACT
AIA@. @ 1976. THE AMERICAN INSIITUTE OF ARCHITECIs,
FOR CONSIRUCTION . THIRTTTNTH TDITION. AUCUST 1976
173s NEW YORK AVENUE, N.w., WASHTNCTON, D.C. 20006 A2U-1976 13
sequences or procedures, or that he has made any exam-
ination to ascertain how or for what purpose the Contrac-tor has used the moneys previously paid on account of
the Contract Sum.
9.5 PROGRESS PAYMENTS
9.5.1 After the Architect has issued a Certi{icate for Pav-
ment, the Owner shall make payment in the manner and
within the time provided in the Contract Documents.
9.5.2 The Contractor shall promptly pay each Subcon-
tractor, upon receipt of payment from the Owner, out ofthe amount paid to the Contractor on account of such
Subcontractor's Work, the amount to which said Subcon-
tractor is entitled, reflecting the percentage actually re-
tained, if any, from payments to the Contractor on ac-
count of such Subcontractor's Work. The Contractor shall,
by an appropriate agreement with each Subcontractor, re-
quire each Subcontractor to make payments to his Sub-
subcontractors in similar manner.
9.5.3 The Architect may, on request and at his discretion,
furnish to any Subcontractor, if practicable, information
regarding the percentages of completion or the amounts
applied for by the Contractor and the action taken there-
on by the Architect on account of Work done by such
Subcontractor.
9.5.4 Neither the Owner nor the Architect shall have anv
obligation to pay or to see to the payment of any moneys
to any Subcontractor except as may otherwise be required
bv law.
9.5.5 No Certificate for a progress payment/ nor any
progress payment, nor any partial or entire use or occu-
pancy of the Project by the Owner, shall constitute an
acceptance of any Work not in accordance with the Con-
tract Documents.
9.6 PAYMENTS WITHHELD
9.6.1 The Architect may decline to certify payment and
may withhold his Certificate in whole or in part, to the
extent necessary reasonably to protect the Owner, if in
his opinion he is unable to make representations to the
Owner as provided in Subparagraph 9.4-2. lf the Architect
is unable to make representations to the Owner as pro-
vided in Subparagraph 9.4.2 and to certify payment in the
amount of the Application, he will notify the Contractor
as provided in Subparagraph 9.4.1. lf the Contractor and
the Architect cannot agree on a revised amount, the
Architect will promptly issue a Certificate for Payment
for the amount for which he is able to make such rep-
resentations to the Owner. The Architect may also decline
to certify payment or, because of subsequently discov-
ered evidence or subsequent observations, he may nullify
the whole or any part of any Certificate for Payment
previously issued, to such extent as may be necessary in
his opinion to protect the Owner from loss because of :
.1 defective work not remedied,
.2 third party claims filed or reasonable evidence indi-
cating probable filing of such claims,
.3 failure of the Contractor to make payments prop-
erly to Subcontractors or for labor, materials or
equipment,
.4 reasonable evidence that the Work cannot be com-
pleted for the unpaid balance of the Contract Sum,
.5 damage to the Owner or another contractotl
.6 reasonable evidence that the Work will not be com-
pleted within the Contract Time, or
.7 persistent failure to carry out the Work in accord-
ance with the Contract Documents.
9.6.2 When the above grounds in Subparagraph 9.6.'1 are
removed, payment shall be made for amounts withheld
because of them.
9,7 FAILURE OF PAYMENT
9.7.1 lf 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 Pay-
ment, or i{ the Owner does not pay the Contractor within
seven days after the date established in the Contract
Documents any amount certified by the Architect or
awarded by arbitration, then the Contractor may, upon
seven additional days' written notice to the Owner and
the Architect, stop the Work until payment of the amount
owing has been received. The Contract Sum shall be in-
creased by the amount of the Contractor's reasonable
costs of shut-down, delay and start-up, which shall be ef-
fected by appropriate Change Order in accordance with
Paragraph 12.3.
9,8 SUBSTANTTALCOMPTETTON
9.8.1 When the Contractor considers that the Work, or
a designated portion thereof which is acceptable to the
Owner, is substantially complete as defined in Subpara-
graph 8.1 .3, the Contractor shall prepare for submission
to the Architect a list of items to be completed or cor-
rected. The failure to include any items on such list does
not alter the responsibility of the Contractor to complete
all Work in accordance with the Contract Documents.
When the Architect on the basis of an inspection deter-
mines that the Work or designated portion thereof is sub-
stantially complete, he will then prepare a Certificate of
Substantial Completion which shall establish the Date of
Substantial Completion, shall state the responsibilities of
the Owner and the Contractor for security, maintenance,
heat, utilities, damage to the Work, and insurance, and
shall fix the time within which the Contractor shall com-
plete the items listed therein. Warranties required by the
Contract Documents shall commence on the Date of Sub-
stantial Completion of the Work or designated portion
thereof unless otherwise provided in the Certificate of
Substantial Completion. The Certificate of Substantial
Completion shall be submitted to the Owner and the
Contractor for their written acceptance of the responsi-
bilities assigned to them in such Certificate.
9.8.2 Upon Substantial Completion of the Work or desig-
nated portion thereof and upon application by the Con-
tractor and certification by the Architect, the Owner shall
make payment, reflecting adiustment in retainage, if any,
for such Work or portion thereof, as provided in the Con-
tract Documents.
9.9 fINAt COMPTETION AND FINAT PAYMENT
9,9,1 Upon receipt of written notice that the Work is
ready for final inspection and acceptance and upon re-
ceipt of a final Application for Payment, the Architect will
AIA DOCUMENT A201 . CENERAT CONDITIONS OF THE CONTRACT rOR CONSTRUCTION . THIRTEENTH EDITION . AUCUST 1976AZUI.IslO AIA@ . O 1975 . THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N,W., WASHINCTON, D,C. 2000614
promptly make such inspection and, when he finds theWork acceptable under the Contract Documents and theContract fully performed, he will promptly issue a finalCertificate for Payment stating that to the best of hisknowledge, information and belief, and on the basis ofhis observations and inspections, the Work has been com-pleted in accordance with the terms and conditions of theContract Documents and that the entire balance found tobe due the Contractor, and noted in said final Certificate.is due and payable. The Architect,s final Certificate foiPayment will constitute a further representation that the
conditions precedent to the Contractor,s beins entitled tofinal payment as set forth in Subparagraph 9.9.1 have beenfulfilled..
9.9.2 Neither the final payment nor the remaining re-tained percentage shall become due until the Contrictor
submits to the Architect (-t) an affidavit that all payrolls,
bills for materials and equipment, and other indebtednesi
connected with the Work for which the Owner or hisproperty might in any way be responsible, have been paid
or otherwise satisfied, (2) consent of surety, if any, to iinalpayment and (3), if required by the Owner. other data
establishing payment or satisfa;tion of all such obliga-
tions, such as receipts, releases and waivers of liens aris-ing out of the Contract, to the extent and in such form
as may be designated by the Owner. lf any Subcontractorre(uses to furnish a release or waiver required bv theOwner, the Contractor may furnish a bond iatisfactory tothe Owner to indemnify him against any such lien. lf
any.such lien remains unsatisfied after all payments aremade, the Contractor shall refund to the Ownir all mon-
eys.that the latter may be compelled to pay in dischargingsuch lien, including all costs and reasonable attorn;vst
fees.
9,9,3 lf, after Substantial Completion of the Work, final
completion thereof is materially delayed through no faultof the Contractor or by the issuance of Change Orders
affecting final completion, and the Architect so confirms,
the Owner shall, upon application by the Contractor and
certification by the Architect, and without terminating
the Contract, make payment of the balance due for thatportion of the Work fully completed and accepted. lf the
remaining balance for Work not fully completed or cor-
rected is less than the retainage stipulated in the Contract
Documents, and if bonds have been furnished as provided
in Paragraph 7.5, the written consent of the surety to the
payment of the balance due for that portion of the Work
fully completed and accepted shall be submitted by the
Contractor to the Architect prior to certification of such
payment. Such payment shall be made under the terms
and conditions governing final payment, except that it
shall not constitute a waiver of claims.
9.9.4 The making of final payment shall constitute a
waiver of all claims by the Owner except those arising
from:
.1 unsettled liens,
,2 faulty or defective Work appearing after Substantial
Completion,
9.9.5 The acceptance of final payment shall constitute a
waiver of all claims by the Contractor except those previ-
ously made in writing and identified by the Contractor
as unsettled at the time of the final Application for Pay-
ment.
ARTICLE 10
PROTECTION OF PERSONS AND PROPERTY
10.1 SAFETY PRECAUTIONS AND PROGRAMS
10.1.1 The Contractor shall be responsible for initiating,
maintaining and supervising all safety precautions and
programs in connection with the Work.
1O.2 SAFETY Of PTRSONS AND PROPERTY
10.2.1 The Contractor shall take all reasonable precau-
tions for the safety of, and shall provide all reasonable
protection to prevent damage, injury or loss to:
.1 all employees on the Work and all other persons
who may be affected thereby;
.2 all the Work and all materials and equipment to
be incorporated therein, whether in storage on or
off the site, under the care, custody or control ofthe Contractor or any of his Subcontractors or
S u b- s u bcontracto rs I and
.3 other property at the site or adjacent thereto, in-
cluding trees, shrubs, lawns, walks, pavements,
roadways, structures and utilities not designated for
removal, relocation or replacement in the course
of construction-
10.2.2 The Contractor shall give all notices and comply
with all applicable laws, ordinances, rules, regulations and
lawful orders of any public authority bearing on the safety
of persons or property or their protection from damage,
injury or loss,
10.2.3 The Contractor shall erect and maintain, as re-
quired by existing conditions and progress of the Work,
all reasonable safeguards for safety and protection, in-
cluding posting danger signs and other warnings against
hazards, promulgating safety regulations and notifying
owners and users of adiacent utilities.
10.2.4 When the use or storage of explosives or other
hazardous materials or equipment is necessary for the
execution of the Work, the Contractor shall exercise the
utmost care and shall carry on such activities under the
supervision of properly qualified personnel.
'10.2.5 The Contractor shall promptly remedy all damageor loss (other than damage or loss insured under Para-
graph 11.3) to any property referred to in Clauses 10.2.1.2
and 10.2.1.3 caused in whole or in part by the Contractor,
any Subcontractor, any Sub-subcontractor, or anyone di-
rectly or indirectly employed by any of them, or by any-
one for whose acts any of them may be liable and for
which the Contractor is resoonsible under Clauses 10.2,1.2
and 10.2.1.3, except damage or loss attributable to the
acts or omissions of the Owner or Architect or anyone
directly or indirectly employed by either of them, or by
anyone for whose acts either of them may be liable, and
not attributable to the fault or negligence of the Contrac-
tor. The foregoing obligations of the Contractor are in
addition to his obligations under Paragraph 4.18.
.3
.4
failure of the Work to comply with the require-
ments of the Contract Documents, or
terms of any special warranties required by the
Contract Documents.
AIA DOCUMENT 4201 . OENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . THIRTEENTH EDITION . AUCUST I9T6AIA@ . @) 1976 . THE MERICAN INSTITUTE OT ARCHITECTS, 1735 NEW YORK AVENUE, N,W., WA5HINCTON, D.C, 20006 A201.1976 15
10.2.5 The Contractor shall designate a responsible mem-
ber of his organization at the site whose duty shall be theprevention of accidents. This person shall be the Contrac-tor's superintendent unless otherwise designated by theContractor in writing to the Owner and the Architect,
10.2.7 The Contractor shall not load or permit any partof the Work to be loaded so as to endanger its safety.
10.3 EMERGENCIES
10.3,1 In any emergency affecting the safety of persons
or property, the Contractor shall act, at his discretion. toprevent threatened damage, injury or loss. Any additional
compensation or extension of time claimed by the Con-tractor on account of emergency work shall be deter-mined as provided in Article 12 for Changes in the Work.
coverages afforded under the policies will not be can.
celled until at least thirty days' prior written notice has
been given to the Owner.
11.2 OWNER's I.IABILITY INSURANCE
11.2.1 The Owner shall be responsible for purchasing
and maintaining his own liability insurance and, at his
option, may purchase and maintain such insurance aswill protect him against claims which may arise from
operations under the Contract.
11.3 PROPERTYTNSURANCE
11.3.1 Unless otherwise provided, the Owner shall pur-
chase and maintain property insurance upon the entire
Work at the site to the full insurable value thereof. This
insurance shall include the interests of the Owner, the
Contractor, Subcontractors and Sub-subcontractors in the
Work and shall insure against the perils of fire and ex-
tended coverage and shall include "all risk" insurance for
physical loss or damage including, without duplication of
coverage, theft, vandalism and malicious mischief. lf the
Owner does not intend to purchase such insurance for
the full insurable value of the entire Work, he shall in-
form the Contractor in writing p.ior to commencement
of the Work. The Contractor may then effect insurance
which will protect the interests of himself, his Subcontrac-
tors and the Sub-subcontractors in the Work, and by ap-
propriate Change Order the cost thereof shall be charged
to the Owner. lf the Contractor is damaged by failure of
the Owner to purchase or maintain such insurance and to
so notify the Contractor, then the Owner shall bear all
reasonable costs properly attributable thereto. lf not cov-
ered under the all risk insurance or otherwise orovided
in the Contract Documents, the Contractor shill effect
and maintain similar property insurance on portions of
the Work stored off the site or in transit when such por-
tions of the Work are to be included in an Application
for Payment under Subparagraph 9.3.2.
11.3.2 The Owner shall purchase and maintain such boiler
and machinery insurance as may be required by the Con-
tract Documents or by law. This insurance shall include
the interests of the Owner, the Contractor, Subcontrac-
tors and Sub-subcontractors in the Work.
11.3.3 Any loss insured under Subparagraph tt.3.1 is to
be adjusted with the Owner and made payable to the
Owner as trustee for the insureds, as their interests may
appear, subject to the requirements of any applicable
mortgagee clause and of Subparagraph 11.3.8. The Con-
tractor shall pay each Subcontractor a just share of any
insurance moneys received by the Contractor, and by ap-
propriate agreement, written where legally required for
validity, shall require each Subcontractor to make pay-
ments to his Sub-subcontractors in similar manner.
11.3.4 The Owner shall file a copy of all policies with the
Contractor before an exposure to loss may occur.
11.3.5 lf the Contractor requests in writing that insurance
for risks other than those described in Subparagraphs
11.3.1 and 11.3.2 or other special hazards be included in
the property insu rance policy, the Owner shall., if pos-
sible, include such insurance, and the cost thereof shall
be charged to the Contractor by appropriate Change
Order.
ARTICTE 11
INSURANCE
11..I CONTRACTOR'SLIABIIITY INSURANCE
11.1.1 The Contractor shall purchase and maintain such
insurance as will protect him from claims set forth below
which may arise out of or result from the Contractor,soperations under the Contract, whether such operations
be by himself or by any Subcontractor or by anyone di-
rectly or indirectly employed by any of them, or by any-
one for whose acts any of them may be liable:
,1 claims under workers' or workmen,s compensation,
disability benefit and other similar employee bene-fit acts;
.2 claims for damages because of bodily injury, oc-
cupational sickness or disease, or death of his
employees;
.3 claims for damages because of bodily injury, sick-
ness or disease, or death of any person other than
his employees;
.4 claims for damages insured by usual personal in-
.iury liability coverage which ale sustained (1) by
any person as a result of an offense directly or in-
directly related to the employment of such person
by the Contractor, or (2') by any other person;
.5 claims for damages, other than to the Work itself,
because of injury to or destruction of tangible
property, including loss of use resulting therefrom;
ano
.6 claims for damages because of bodily injury or
death of any person or property damage arising
out of the ownership, maintenance or use of any
motor vehicle.
11.1.2 The issuance required by Subparagraph 11.1.1 shall
be written for not less than any limits of liability specifiedin the Contract Documents, or required by law, which-
ever rs greater.
11.1.3 The insurance required by Subparagraph 11.1.1
shall include contractual liability insurance applicable to
the Contracto/s obligations under Paragraph 4.18.
11,1.4 Certificates of Insurance acceptable to the Owner
shall be filed with the Owner prior to commencement of
the Work. These Certificates shall contain a Drovision that
AIA DOCUMENT A2O1 . CENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . THIRTEENTH EDITION . AUCUST 1976A20[-1976 ArAo. @ 197G. THE AMERIcAN tNslrurE oF ARcHtrEcrs. i735 NEw yoRk AvENUE, N.w.. wAsHtNcroN, D.C. 2fi0(,16
11.3.6 The Owner and Contractor waive all rights against(1) each other and the Subcontractors, Sub-subcontractors,
agents and employees each of the other, and (2) the
Architect and separate contractors, if any, and their sub-
contractors, sub-subcontractors. agents and employees,for damages caused by fire or other perils to the extent
covered by insurance obtained pursuant to this paragraph
11.3 or any other property insurance applicable to theWork, except such rights as they may have to the pro-
ceeds of such insurance held bv the Owner as trustee.The foregoing waiver afforded ihe Architect, his agents
and employees shall not extend to the liability imposed
by Subparagraph 4.18.3. The Owner or the Contractor, asappropriate, shall require of the Architect, separate con-
tractors, Subcontractors and Su b-subcontractors by ap-propriate agreements, written where legally required for
validity, similar waivers each in lavor of all other parties
enumerated in this Subparagraph 11.3.6.
'11.3.7 lI required in writing by any party in interest, the
Owner as trustee shall, upon the occurrenci: of an insured
loss, give bond for the proper performance of his duties.
He shall deposit in a separate account any money so re-
ceived, and he shall distribute it in accordance with such
agreement as the parties in interest may reach, or in ac-
cordance with an award by arbitration in which case the
procedure shall be as provided in Paragraph 7.9. lt alter
such loss no other special agreement is made, replace-
ment of damaged work shall be covered by an appropri-
ate Change Order.
11.3.8 The Owner as trustee shall have power to adjust
and settle any loss with the insurers unless one of the
parties in interest shall object in writing within five days
after the occurrence of loss to the Owner's exercise of this
power, and if such objection be made, arbitrators shall be
chosen as provided in Paragraph 7.9. The Owner as trustee
shall, in that case. make settlement with the insurers in
accordance with the directions of such arbitrators. lf dis-
tribution of the insurance proceeds by arbitration is re-
quired, the arbitrators will direct such distribution.
1'1.3.9 lf the Owner finds it necessary to occupy or use a
portion or portions of the Work prior to Substantial Com-pletion thereof, such occupancy shall not commence prior
to a time mutually agreed to by the Owner and Contrac-
tor and to which the insurance company or companies
providing the property insurance have consented by en-
dorsement to the policy or policies. This insurance shall
not be cancelled or lapsed on account of such partial
occupancy. Consent of the Contractor and of the insur-
ance company or companies to such occupancy or use
shall not be unreasonably withheld.
11.4 tOsS 0F usE lNsunANCE
11.4.1 The Owner,, at his option, may purchase and main-
tain such insurance as will insure him against loss of useof his property due to fire or other hazards, however
caused. The Owner waives all rights of action against the
Contractor for loss of use of his property, including con-
sequential losses due to fire or other hazards however
caused, to the extent covered by insurance under this
Paragraph 11.4.
ARTICTE 12
CHANGES IN THE WORK
12.1 CHANGE ORDERS
12,1.1 A Change Order is a written order to the Contrac-
tor signed by the Owner and the Architect, issued after
execution of the Contract, authorizing a change in the
Work or an ad.iustment in the Contract Sum or the Con-
tract Time. The Contract Sum and the Contract Time maybe changed only by Change Order. A Change Order
signed by the Contractor indicates his agreement there-
with, including the adjustment in the Contract Sum or
the Contract Time.
12.1.2 The Owner, without invalidating the Contract, may
order changes in the Work within the general scope of
the Contract consisting of additions, deletions or other
revisions, the Contract Sum and the Contract Time being
adjusted accordingly. All such changes in the Work shall
be authorized by Change Order, and shall be performed
under the applicable conditions of the Contract Docu-
ments.
12.1.3 The cost or credit to the Owner resulting from a
change in the Work shall be determined in one or more
of the following ways:
.1 by mutual acceptance of a lump sum properly
itemized and supported by sufficient substantiating
data to permit evaluation;
.2 by unit prices stated in the Contract Documents or
subsequently agreed upon;
.3 by cost to be determined in a manner agreed upon
by the parties and a mutually acceptable fixed or
percentage fee; or
.4 by the method provided in Subparagraph 12.1.4.
12.1.4 lI none of the methods set forth in Clauses
12.1.3.1 , 12.1.3.2 or 12.1.3.3 is agreed upon, the Contrac-
tor, provided he receives a written order signed by the
Owner, shall promptly proceed with the Work involved.
The cost of such Work shall then be determined bv the
Architect on the basis of the reasonable expenditurei and
savings of those performing the Work attributable to the
change, including, in the case of an increase in the Con-
tract Sum, a reasonable allowance for overhead and profit.
In such case, and also under Clauses 12.1.3.3 and 12.1.3.4
above, the Contractor shall keep and present, in such
form as the Architect may prescribe, an itemized account-
ing together with appropriate supporting data for inclu-
sion in a Change Order. Unless otherwise provided in
the Contract Documents, cost shall be limited to the fol-
lowing: cost of materials, including sales tax and cost of
delivery; cost of labor, including social security, old age
and unemployment insurance, and fringe benefits re-
quired by agreement or custom; workers' or workmen's
compensation insurance; bond premiums; rental value of
equipment and machinery; and the additional costs of
supervision and field office personnel directly attributable
to the change. Pending final determination of cost to the
Owner, payments on account shall be made on the Archi-
tect's Certificate for Payment. The amount of credit to be
allowed by the Contractor to the'Owner for any deletion
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or change which results in a net decrease in the Contract
Sum will be the amount of the actual net cost as con-firmed by the Architect. When both additions and credits
covering related Work or substitutions are involved in
any one change, the allowance for overhead and profit
shall be figured on the basis of the net increase, if any,with respect to that change.
12.1,5 lf unit prices are stated in the Contract Documents
or subsequently agreed upon, and if the quantities orig-inally contemplated are so changed in a proposed ChangeOrder that application of the agreed unit prices to thequantities of Work proposed will cause substantial in-
equity to the Owner or the Contractor, the applicable
unit prices shall be equitably adjusted.
12.2 CONCEATEDCONDITIONS
12.2.1 Should concealed conditions encountered in the
performance of the Work below the surface of the ground
or should concealed or unknown conditions in an existing
structure be at variance with the conditions indicated bythe Contract Documents, or should unknown physical
conditions below the surface of the ground or should
concealed or unknown conditions in an existing structureof an unusual nature, differing materially from those ordi-
narily encountered and generally recognized as inherent
in work of the character provided for in this Contract, be
encountered, the Contract Sum shall be equitably ad-
justed by Change Order upon claim by either party madewithin twenty days after the first observance of the
conditions.
12,3 CIAIMS FOR ADDtTtONAt COST
f2.3.1 lf the Contractor wishes to make a claim for an
increase in the Contract Sum, he shall give the Architect
written notice thereof within twenty days after the occur-
rence of the event giving rise to such claim. This notice
shall be given by the Contractor before proceeding to
execute the Work, except in an emergency endangeringlife or property in which case the Contractor shall pro-
ceed in accordance with Paragraph 10.3. No such claim
shall be valid unless so made. lf the Owner and the Con-
tractor cannot agree on the amount of the adjustment in
the Contract Sum, it shall be determined by the Architect.
Any change in the Contract Sum resulting from such
claim shall be authorized by Change Order.
12.3.2 lt the Contractor claims that additional cost is in-
volved because of, but not limited to, (1) any written
interpretation pursuant to Subparagraph 2.2.8, (21 any
order by the Owner to stop the Work pursuant to Para-
graph 3.3 where the Contractor was not at fault, (3) any
written order for a minor change in the Work issued pur-
suant to Paragraph 12.4, or (4) failure of payment by the
Owner pursuant to Paragraph 9.7, the Contractor shall
make such claim as provided in Subparagraph 12.3.1.
12,4 MINOR CHANGES rN THE WORK
12.4,1 The Architect will have authority to order minor
changes in the Work not involving an adjustment in the
Contract Sum or an extension of the Contract Time and
not inconsistent with the intent of the Contract Docu-
ments. Such changes shall be effected by written order,
and shall be binding on the Owner and the Contractor.
The Contractor shall carry out such written
promptly.
ARTICLE 13
UNCOVERING AND CORRECTION OF WORK
13.1 UNCOVERING OF WORK
13.1.1 lf any portion of the Work should be covered con-
trary to the request of the Architect or to requirements
specifically expressed in the Contract Documents, it must,if required in writing by the Architect, be uncovered for
his observation and shall be replaced at the Contractor's
exoense.
13,1.2 lf any other portion of the Work has been covered
which the Architect has not specifically requested to ob-
serve prior to being covered, the Architect may request
to see such Work and it shall be uncovered bv the Con-
tractor. lf such Work be found in accordance with the
Contract Documents, the cost of uncovering and replace-
ment shall, by appropriate Change Order, be charged to
the Owner. lf such Work be found not in accordance with
the Contract Documents, the Contractor shall pay such
costs unless it be found that this condition was caused
by the Owner or a separate contractor as provided in
Article 6, in which event the Owner shall be responsible
for the payment of such costs.
13.2 CORRECTTON OF WORK
13.2,1 The Contractor shall promptly correct all Work
rejected by the Architect as defective or as failing to con-
form to the Contract Documents whether observed be-
fore or after Substantial Comoletion and whether or not
fabricated, installed or completed. The Contractor shall
bear all costs of correcting such rejected Work, including
compensation for the Architect's additional services made
necessary thereby.
13,2.2 lt, within one year after the Date of Substantial
Completion of the Work or designated portion thereof or
within one year after acceptance by the Owner of desig-
nated equipment or within such longer period of time as
may be prescribed by law or by the terms of any appli-
cable special warranty required by the Contract Docu-
ments, any of the Work is found to be defective or not in
accordance with the Contract Documents, the Contractor
shall correct it promptly after receipt of a written notice
from the Owner to do so unless the Owner has previously
given the Contractor a written acceptance of such condi-
tion. This obligation shall survive termination of the
Contract. The Owner shall give such notice promptly
after discovery of the condition.
13.2.3 The Contractor shall remove from the site all por-
tions of the Work which are defective or nonconforming
and which have not been corrected under Subparagraphs
4.5.1, 13.2.1 and 13.2.2, unless removal is waived by the
Owner-
13,2,4 lt the Contractor fails to correct defective or non-
conforming Work as provided in Subparagraphs 4.5.1,
13.2.1 and 13.2.2, the Owner may correct it in accordance
with Paragraph 3.4.
orders
18 A2o1-1s76 ^^ Rff6']"il1#': i'ffTTffl'33,i''[''?]il'?'#lft''lllFH 'f$'"",T'i']3fl'?$,iJil-J.',il'il,i,,1''l"dd^f%:E:';gf
13.2.5 lf the Contractor does not proceed with the cor-
rection of such defective or non-conforming Work within
a reasonable time fixed by written notice from the Archi-
tect, the Owner may remove it and may store the mate-
rials or equipment at the expense of the Contractor. lf
the Contractor does not pay the cost of such removal
and storage within ten days thereafter, the Owner may
upon ten additional days' written notice sell such Work
at auction or at private sale and shall account for the net
proceeds thereof, after deducting all the costs that should
have been borne by the Contractor/ including compensa-
tion for the Architect's additional services made necessary
thereby. lf such proceeds of sale do not cover all costi
which the Contractor should have borne, the difference
shall be charged to the Contractor and an appropriate
Change Order shall be issued. lf the payments then or
thereafter due the Contractor are not sufficient to cover
such amount, the Contractor shall pay the difference to
the Owner.
13.2.6 The Contractor shall bear the cost of making good
all work of the Owner or separate contractors destroyed
or damaged by such correction or removal.
13.2.7 Nothing contained in this Paragraph 13.2 shall be
construed to establish a period of Iimitation with respect
to any other obligation which the Contractor might have
under the Contract Documents, including Paragraph 4.5
hereof. The establishment of the time period of one year
after the Date of Substantial Completion or such longer
period of time as may be prescribed by law or by the
terms of any warranty required by the Contract Docu-
ments relates only to the specific obligation of the Con-
tractor to correct the Work, and has no relationship to
the time within which his obligation to comply with the
Contract Documents may be sought to be enforced, nor
to the time within which proceedings may be com-
menced to establish the Contractor's liability with respect
to his obligations other than specifically to correct the
Work.
13.3 ACCEPTANCE OF DEFECTTVE OR NON-CONfORMING
WORK
13.3,1 lf the Owner prefers to accept defective or non-
conforming Work, he may do so instead of requiring its
removal and correction, in which case a Change Order
will be issued to reflect a reduction in the Contract Sum
where appropriate and equitable. Such adjustment shall
be effected whether or not final payment has been made.
ARTICTE 14
TERMINATION OF THE CONTMCT
14.1 TERMINATION BY THE CONTRACTOR
14.1.1 lf the Work is stopped {or a period of thirty days
under an order of any court or other public authority
having jurisdiction, or as a result of an act of government,
such as a declaration of a national emergency making
materials unavailable. through no act or fault of the
Contractor or a Subcontractor or their agents or employ-
ees or any other persons performing any of the Work
under a contract with the Contractor. or if the Work
should be stopped for a period of thirty days by the
Contractor because the Architect has not issued a Certifi-
cate for Payment as provided in Paragraph 9,7 or because
the Owner has not made payment thereon as provided in
Paragraph 9.2, then the Contractor may, upon seven addi-
tional days' written notice to the Owner and the Archi-
tect, terminate the Contract and recover from the Owner
payment ior all Work executed and for any proven loss
sustained upon any materials, equipment, tools, construc-
tion equipment and machinery, including reasonable
profit and damages.
14.2 TERMINATION BY THE OWNER
14,2.1 ll the Contractor is adjudged a bankrupt, or if he
makes a general assignment for the benefit of his credi-
tors, or if a receiver is appointed on account of his in-
solvency, or if he persistently or repeatedly refuses or
fails, except in cases for which extension of time is pro-
vided, to supply enough properly skilled workmen or
proper materials, or if he fails to make prompt payment
to Subcontractors or for materials or labor, or persistently
disregards laws, ordinances, rules, regulations or orders
of any public authority having jurisdiction, or otherwise
is guilty of a substantial violation of a provision of the
Contract Documents, then the Owner, upon certification
by the Architect that sufficient cause exists to justify such
action, mayi without prejudice to any right or remedy and
after giving the Contractor and his surety, if any, seven
davs' written notice, terminate the employment of the
Contractor and take possession of the site and of all mate-
rials, equipment, tools, construction equipment and
machinery thereon owned by the Contractor and may
finish the Work by whatever method he may deem
expedient. In such case the Contractor shall not be en-
titled to receive any further payment until the Work is
finished.
14.2.2 ll the unpaid balance of the Contract Sum exceeds
the costs of finishing the Work, including compensation
for the Architect's additional services made necessary
therebv. such excess shall be paid to the Contractor. lf
such costs exceed the unpaid balance, the Contractor
shall pay the difference to the Owner. The amount to be
paid to the Contractor or to the Owner, as the case may
be, shall be certified by the Architect, upon application,
in the manner provided in Paragraph 9.4, and this obliga-
tion for payment shall survive the termination of the
Contract.
AIA DOCUMENT A2O1 . GENERAL CONDITIONS OT THE CONTRACT FOR CONSTRUCTION I THIRTEENTH EDITION . AUGUST 1976nrlo. o 1976. THE euenrdnu rNsrrrurE oF ARcHrrEcrs, rns r.lgw vonr AVENUE, N.w., wAsHrNGToN, D.c. 20006 A201-1976 19
Ford Residence STRANAN ASSOCIATES
SUPPLEMENTARY CONDITIONSKendall Residence
DATE:April 18, L977
SUPPTEMENTARY CONDITIONS
the following supplements shal1 modify the Gdneral Conditions ofAIA Document A20I and taken precedence over the original provisionsin case of confLict.
I. The imperative language of the Specifications isdirected at the contractor, unless specificallynoted otherwise. "Shall" is mandatory' "wi11" isnot mandatorv.
2.fn the event of conflicting dimensions' information orinstructions in drawings or specifications, conflicts wlth
codes, or ambiquities or conditions requiring furtherdetailing, notify the architect before proceeding withwork. Should discrepancy occur in or between drawings
and specificationsr contragtgr shall*be_ 9eened !o h?ve
estimated on the more gomplete wav of doing wgrk unless
wiIl be required. Bidders failing to request clarific?tionor interpretation of contract documents or site conditionsor anv other'condition influencinq the cost of the work
the
Scaled measurements of drawings shall not be used unlessverified by architect.
The architect has attempted to arrange specifications
accordj-ng to elassifications of materials and work performed
by trades. No responsibility either direct or inplied is
assumed by architect for correctness of such arrangements'nor for omissions or duplications of any portion of work
because of such arrangement. Contractor is ful1y responsiblefor allocating work to his suppliers and sub-contractors, and
providing all work specified or indicated on the drawingsor otherwise reasonablly inferred to produce the intendedresult.
Addenda issued by architect shall become part of contract
documents. Copies of addenda shall be mailed to the
contractor.
3.
4.
f,.
o
Page No.
\
Ford Residence
Kendall Residence
DATE! april 18, L977
At least ten (10) days prior to submitting the firstapplication for payment, the contractor shalt submiton AfA forms G7O2A provided by the architect, a'Schedule of Value of the Work. No request for paymentd or approved by Lhearchitect until the Schedule of Values has been sub-mitted to and approved by the Architect.
Architect shall furnish to the contractor paymentcertificate forms for use in submittinq his requestsfor payrment. Contractor shall submit three (3) copiesto the architect on or before ffi
done.
Request for payment constitutes an affidavit bypalzment certificate represents true cost of workand 90t of all bills for previous payment perlodpaid by contractor.
6.
STNAHAN ASSOCIATES
SUPPLEMENTARY CONDITIONS
contractor,performed,
have been
7.
8.
10.
11.
9. Partial amounting to 908 of cost of work completed, verif;Led
and approved by architect, paid to contractor not later Jthan _ following period for whichpa]tment is reguested.
Upon substantial completion, 90* of total cost of work,payable to contractor. Remaining 10t shall be payablewithin 30 days after acceptance of the project by the
ownerr upon presentation to oltrner of written guarantee,written release from all liens, and affidavit that allbilts have been paid by contractor.
Upon completion and acceptance of work, contractor shallfurnish to owner, a written guarantee all materials,installations, equipnent, workmanship and operation for aperiod of one year from date of final acceptanee by owner.This does not waive other guarantees in excess of oneyear, nor warranties furnished by manufacturer for periodsin excess of one year. Failure of manufacturer to guarant.eeproduct will not relieve the contractor of his obligationsunder this contract. Sub-contractors shalL guarantee_lbe:lg
work to the General Contractor. Furnish to the owner allcertificates of guErantee and warranty provided by themanufacturers of eguipment and materials. Whenever, within
one year from date of acceptance the contractor is notifiedin writing, by either the owner or the architect, of defe4.tsin his work, the conlractor shall promptly correct such Jdefects without cost to the owner,
Page No.
Ford Regidence STR,.AEN{ ASSOCIATES
ST'PPI,EMENTARY CONDITIONSO Kendall Residence
DATE: April 18, L977
Kendall Residence
12. All work corrpleted withinconsecutive calendar days ionContract or in time extended for justifiable delays, ifany.
Page No.
Ford Residence STRAIIATI ASSOCTATES
DIVTSIONKendall Resid,ence
DATE: Aplil 18, L977
SECTION O1]-OO - ALTERNATES
General:
1.01 DESCRIPTTON
Alternates shall be established to allow Cwner tocompare costs of aLternate materials and methods.
1.02 SUBMITTALS
AlL alternates shall be described in this Sectj.on,submitted on the Bid Forn. Do not submit alternatesottrer th?n those describea iprior written approval of the architect.
1.03 PRODUCT HANDLING
Make all modifications to the work including but notlinited to all labor and materials including appropriatefinishes and. connections to other work as reouired inproviding the selected alternate or alternates to theapproval of the architect and at no additional cost tothe owner other than as proposed on the Bid Form.
Products:
2.01 ALTERIVATE NUMBER ONE
2.02 ALTERNATE NUMBER TWO
2.O3 ALTERNATE NI'},IBER THRIE
2.A4 ALTERNATE NUMBER F'OUR
Page No. I
Ford Residence
Kendal"l Residence
DATE: April L8, L977
2.05 ALTERNATE NUMBER FIVE
STRAHAN ASSOCIATES
DIVISION
2.06 ALTERNATE NUMBER SIX
2.0'I AITERNATE NUMBER SEVEN
2.08 A]-,TERNATE NUMBER ETGHT
Execution:
3.0} ADVANCE COORDINAT]ON
owner.
3.02 SURFACE CONT,IT]ONS
Immediately after award of contract, thoroughly andclearly advise all necessary personnel and suppliers as
to the nature and extent of alternates selected by the
Make all necessary modifications to all affected work to
accommodate the accepted alternate. In case of conflicts,
immediately notify the architect and preceed as hedirects.
Page No. 2
Ford Reei dence
Kendall Residence
DATE: April L8, L977
SECTION 2O1O . SUBSURFACE INVESTIGATION
General:
STRAHAN ASSOCIATES
DIVISION 2 . SITEWORK
f.01 The contractor shall visit the site and acquainthirnself hrith all existing conditions. Soilsinvestigations have been performed and are availabl.eto the bidders at their request from the office ofthe architect. Subsurface condition to be indicatedin the soils report. If subsurface conditions otherthan those referred are encountered unit pricesshall be used to determine changes in the contractamount.
o
Page No. 3
Ford Residence STRAHAN ASSOCIATES
DIVISION 2 - SITEWORKKendaLl Residence
DATE: April 18, L977
SECTION 2IOO - CTEARING
General:
1.0L The scope of the work in this section incl-udes:
A. Cfe"tLng and grubbingB. Tree protectionC. Stripping topsoil (if any)D. Storage of topsoilE. Tree pruning (if necessary)F. Shrub and tree relocation (if reguired by owner)
Execution:
2.01 Clear and srub only within the construction limitsr
removing ait maEilrial including trees designated to
be removed and shrubsr stumps, rocks, roots andground cover to a depth of six (6) inches below sub-
grade.
2.02 Adequately protect aI1 treesr natural features'utilities and property not designated to be removed.
2.03 Strip topsoil from all *cavation and fill areas andstockpile j.n areas designated by owner.
2.04 Where pruning is required, seal the wound.
2.05 Shrub and tree relocation shall be accomplished bylicensed landscape contractor approved by architect.
Page No. -{-
Ford Residence STRAHAN ASSOCIATES
DIVISION 2 - SITEWORKKendall Residence
DATE: Ap{iJ- 18, L977
SECTION 22OO - EARTHWORfi
General:
1.01- The scope of the work in this section incLudes:
A. Site grading
f) Rock remova'2) Backfill and compaction
B. Excavating and backfilling
1) Trenching2) Structure excavation3) Roadway excavation4) Trench backfill and compaetion5) Structure backfill and compaction
C. Soil compactj-on control
D. Soil stabilization
E. Finish grading
1.02 The contractor shall visit the site and acquainthimself with all existing conditions. Soils investiga-tions have been performed and are availabLe to thebidders at their request from the office of thearchitect. If subsurface conditions other than thosereferred are encountered, unit pri.ces shall be usedto determine changes in the contract amount.
1.03 The contractor shall work closely with a soilsengineer approved by the architect. The contractorshall follow the soils engineers recommendations. #lt*>ooscco&mocdl<>@qlxi@dx{<iwiuglxlhex* pnstxxc*iras(tdoffi i:o*xbe:sqidlgxmgime*ltxisx*hexf, f tr f trFtribbbi*:ta(uEr**e<r(E'6EE&TbGX
1.04 PROTECTION
A. Adequately protect to the approval of the architectexisting trees or other features not specifically
designated to be removed.
B. Replace or repair damage to the approval of thearchitect at no additional cost to the ov.,ner or
architect.
Page No. 7 -
Ford Residence STRAHAN ASSOCIATES
DIVISION 2 - SITEWORKKendall Residence
DATE:April 18, L977
Products:
2.01 EXCAVATION CLASSIFICATION
Excavation shall be of only two classes, as follows:
A. "COMMON EXCAVATION" shal1 include materials of
every description necessary to be excavated and
moved to permit the construction of the improve-
ments indicated, excePt as specified herein under
Rock Excavation.
B. 'tRocK ExcAvATroN" shall consist of solid stone
original beds or masses and any detached rock
or boulder more than one cubic yard in volume
which cannot be removed by DB catipillar, bull-
dozer, power shovel or similar mechanical means.
2 .02 FILI TIATERIALS
A. Approvals:
A11 fill materials includin those cified here
sna subiect to approva o s Enginee
an or architect.
On-Site Fil1 Material:
Soil or soil-rock mixture free from organic matter
and other deleterious substancesi it shall contain
no rock or lumps over five (5) inches in greatest
dimension -
Imported Fill Material:
Shall meet the requirements of Paragraph 2.028
above and, in addition, predominantly granular with
a maximum particle size of two (2) inches or less-
Fi11 fn Lawn Areas:
On-site or imported, mainly clay and s<>il, con-
taining a maximum amount of humus, but shall be
reasonably free from branches, roots, stumps,
and large stoneg.
B.
D.
Page Nrr. A-
Ford Residence
Fill In Paved Areas:
Mainly clay and soilorganic material anddebris, masonary andin diarneter.
STRAHAN ASSOCIATES
DIVISION 2 - SITEWORX
containing a minimum ofshall be free of all building
stones over six (6) inches
Kendall Residence
DATE:o
E.
F.Topsoil:
Topsoil shall be fertile, friable, and loamysoil of uniform quality, free from clodsr stiffclay, hardpan, subsoil and stone and pebbles largerthan tvro (2') inches in diameter, and any othersimilar imporities. Topsoil shall be relativelyfree from grass, roots, weeds and other vegetable
debrj.s which wi1J. prevent the formation of asuitable seedbed.
2.03 STRUCTURAL BACKFILL
A. on-site fill
B. Imported cohesionless material approved by theSoils Engineer.
Execution:
3.01 PREPARATION
A. Carefully inspect site and contract documents -notify architect in case of discrepancy or existing
conditions not as indicated.
B. Adequately protect all trees, natural features,utilities and property not designated to be
removed.
C. Layout all lines and elevations using qualified
personnel.
D. Do not permit stockpiling of materials or debrisor operation of any equipment outside the con-
struction area nor permit the earth surface to be
changed in any way except as specifically approved
by the architect,. Do not light fires which may
injure trees.
Pa<;e No. q -
Ford Residence STRAHAN ASSOCIATES
DIVISION 2 - STTEWORKKendall Residence
DATE! April 18, 19"17
3.02 EXCAVATION
A. Remove from the construction site all unsuitable
soil formations, debris, and excess material .
B. Excavate to grades and dimensions indicated or as
necessary to accomodate the installation of the
work.
C. Excavate al-l soft spots and other unsuitabLe soils
conditions and fill as described herein.
D. Excavation for footings shall extend to a minimum
of four (4) inches into undisturbed earth or to
solid rock.
E. Do not e se footin excavation to freez
3.03 WATER CONTROL
A. Provide adequate drainage at all times duringconstruction, excavating, and filling including
pumping of 1ow places in order to ensure dry
subgrade and bottoms of excavations.
B. where soil has been softened or eroded byflooding or placement during unfavorableweather, remove all damaged areas and recompactas specified for fill and compaction below.
3.04 FILL
A.
AND COMPACTION
Construct fills to the elevation, slopes, giradest
subgrades indicated on the drawings and in strict
accordance with Soils Engineert s recomrnendations.
Place and compact fills in successive horizontallayers, or liftsr according to the recommendationsof the soils engineer.
Filling shall be done after permanent installation
and utility lines have been completed and inspected
and approved by the architect and appropriateauthoriLies.
B.
T) rdo NT.1 /o
Ford Residence STRAHA}I ASSOCIATES
DIVISTON 2 - SI?EWORKKendaLl Residence
DATE: April 18, L977
D. Do not place, spreadr'or rolL any fill materialon frozen, wet or excessively dry subgrades orduring other unfavorable weather conditions. Donot resume operations until moisture content andfill density are satisfactory to the soilsengineer and,/or architect
E. Water or aerate the subgrade or fill- material as
necessary and thoroughly mix to obtain a moisturecontent which will permit proper cornpaction. Placeno frozen or muddy materials in compacted fiIls.
Compact each layer of fill to the specified degree;repeat compaction process until indicated grade isattained.
3.05 GRADING
Neatly grade uniformly between indicated grades or
between indicated and existi.ng grades wilh smoothtransitions between different slopes. Slope all gradesto drain minimum 1.5t. Spot €levations take precedence
over those shown by contour lines.
Pase No. -/L
Ford Residence STRAHAN ASSOCIATES
DIVISION 2 - SITEWORKKendall-Residence
DATE: april 18. 1977
SECTTON 25OO - SITE DRAINAGE
General:
I.01 The scope of the work in this section includes:
A. Subsurface drainage systems1) Foundation drains
B. Drainage ditches
C. Erosion control
Products:
2.01 FOOTING DRAINS
Four inch d,iameter heavy duty corrugated plastictubing meeting U.S. Department of AgricultureSoil Conservation Code 606 or equal approved byarchitect with rodent proof gates.
' 2.02 Footing Drain Filter and Bedding Material - 3/4,,washed aggregate.
2.03 EROSION CONTROL
Polypropylene netting with degradable paper fillersuch ad E-2 Fabric, manufactured by Gulf States paper
Corporation, P. O. Box 3199, Tuscaloosa, A1abama,35401; AC(205) 553-6200, Ext. 380 or egual approvedby architect.
2.04 CONCRETE
31000 PSI min. 28 day compressive strength minimum5.5 sack cement per cubic yard, maximum slump - 4 inches,rdater cement ratio not to exceed 6 gallons per sack.
A11 materials and methods shall comply with ACI 301Standard Specifications for Structural Concrete forBuildinq.
Execution:
3.01 Install all footing drains as per drawings.
3.02 Install erosion control nettinq as per manufacturer's
recommendations.
Paige lio.
l
- Eord Residence
Kendall Residence
STSAHAN ASSOCIATES
DIVISION 3 - CONCRETE
DATET April 18" 1977
SECTION 31OO - FORMWORI(
General:
1.01 The scope of the work in this section includes:
A. Formwork for concrete
B. Form ties.
L.02 REFERSNCES
A. Refer to mechanical and electrical drawings forblockouts, sl-eeves, etc apd to structural drawingsfor beam pockets etc. '
Products:
2.01 Forms shall be made of:
A. Straight lumberB. PlywoodC. Metal
2.02 Forms shall be:
A. StrongB, CleanC. Free of major deformations
2.03 Form ties shall be selected by contractor and approvedby architect.
2.04 No releasing agents shall be used which will affect
subseguent painting or sealing as described in Division9 or Division 7.
2.05 A11 other materials, not specifically described butreguired for a complete and proper installation offorms shall be selected by contractor subject toapproval of the architect.
Execution:
3.01 FORMS:
A. Conform to l-ine, grade and dimensions as shown,
pl-urnb and straight and sufficiently t.ight toprevent leakage.
Pase No. jL
Ford Residence
Kendall Residence
DATE: Apr!1 L8. 19'17
STRAHAN ASSOCIATES
DIVISION 3 - CONCRETE
B. Surface of all exposed concrete, except asotherwise noted, shall have smooth finish.,Joint marks and fins shall be ground off and
surfaces left smooth, dense and free from
honeycombing, prominent grain marking and bulgesor depressions more than I/8r in 4 feet.
C. Concrete below grade or otherwise not exposedto view shall be formed using clean' straightlumber, plywood or metal forrns. Concretehaving said rough finish shall have honeycombingand minor defects patched.
D. roJ*= shall U. "f"-rr"d prior to each use and shal1be thoroughly wetted, lacguered or oiled prior toplacing concrete. '
E. Brace forms to prevent movement.
F. Refer to Division 5, 15 and 15 for items to becast-in-place.
Page No.lb
Ford Residence STRAHAN ASSOCIATES
DIVTSION 3 - CONCRETEKendall Residence
DATE: April L8, 1977
SECTTON 3I5O - E)EANSION AI{D CONTRACTION JOINTS
General:
1.01 The scope of the work in this section includes:
' A. Provide lraterstops and expansion joints
where indicaled on drawings.
B. Provide construction joints where reguiredfor construction purpose.
Products:
2.OI WATERSTOPS
A. Virgin polyuninyl chloride plastic compoundcomplying with Army Corps of Engineers $Taterstop
spec CRD C-572.
. 2.02 EXPANSION AND CONTROL JOINTS
A. Asphalt impregnated joint fillers, L/2"thicknessr conforning to ASTM Spec 0994-7L. Caneand similar organic fiber fillers are notacceptable.
Execution:
3.01 Locate expansion joints at:
A. Building edges of slabs at walls.
B. Sidewalks and slabs - a minimum of 50r in sidewalks
and each intersection and change in direction ofwalks and at intersections with building.
3.02 Install waterstops in strict accordance withmanufacturers recommendations .
3.03 Locate construction joints so as not to impair thestrength of the structure and in accordance withengineers recomrnendations.
Page No. l7
o
Ford Residence STRAHAN ASSOCTATES
DIVISTON 3 . CONCRETEKendall Residence
DATE: April 18, 1977
SECTION 32OO - CONCRETE REINFORCEMENT
General:
1.01 The scope of the work in this section includes:
A. Furnish and install
1) Steel bar reinforcings2', Reinforcing fabric
1.02 REFERENCE STANDARDS
A. ACI publications "Building Code Requirementsfor Reinforced Concrete" latest editions.
B. "specifications for Structural Concrete fornuildings" latest editions.
Products:
2.01 REINFORCING STEEL
A' Conform to ASTM A615 Grade 4D for reinforcementof new bil1et steel.
B. Rods shall be free of loose rust, oil, scaletor any other material that will reduce the bond-
C. W.W.F. shall conform to ASTM AI85'
D. No field bending allowed, except with permissj-on
of architect.
E. Slabs, exterior and interi-or, shall have 5x5L!/fi w.w.F. unless otherwise indicated.
Execution:
3.01 Reinforcement shall be detailed, fabricated and
placed according to ACI publications "Building Code
Requirements for Reinforced Concrete" and "Specificationsfoi Structural Concrete for Buildings" latest editions.
3.02 Place reinforcing steel in strict compliance with the
design and rebar schedul-e.
o
Page No.t?
Ford Residence STRAHAN ASSOCIATES
DTVISION 3 . CONCRETEKeldall Residence
DATE: April 18, 1977
3.03 Remove loose scale, rustr dirt, oil-, and otherdeleterious material which woul-d reduce bonding
. before placing reinforcing steel. Place and
secure accurately.
3.04 Bend all bars cold.
3.05 use non-organic spacers to hold steel in place.
3.05 Tie crossing bars together. Minimum Laps at
splices shall be 30 diameters. st,agger splices.
3.07 Minimum concrete coverage of reinforcement shall be
Concrete above ground L-I/z"; concrete belowground sha1l be 3 | .
3.08 Minimum lap of wire fabric shall be one and one half
meshes.
3.09 Inserts, bol-ts, dowels, hangers, and similar items
shall be of number and size and so located as to insuresufficient anchorage for the purpose intended.
Pase No. 20-_
Ford Residence
Kendall Regidence
DATE: Aprit LB. ]-977
STRAHAT\I ASSOCIATES
DIVISION 3 - CONCRETE
SECTION 33OO - CAST-IN.PLACE CONCRETE
General:
l.0l The scope of the work in this section includes:
2.02
2.03
A. Provide materials and methods for completeinstallation of cast-in-place concrete.
T.O2 REFERENCE STANDARD:
A. "Standard Specifications for Ready-Mixed Concretenc-94-71.
B. ACI 301 nStandard Specifications for StructuralConcrete for Building,'
Products:
2.01 Portland cement - Type fI or as reconmended by thesoils engineer.
water - portable.
AGGREGATE:
A. Fine - natural sand with uncoated grains.
B. Coarse - natural gravel or crushed rock, freefrom soft, friable or laminated pieces, shale ordirt, 3/4" maximum or as per ACt specs.
C. Under slab - see soils report for reguirements
2.04 QUALITY
A. All- concrete shall have a minimum compressivestrenght of 3,000 PSL at 28 days. Concrete incontact with earth shall have a minimum 5-L/2sack/yard mix.
B. Maximum slump for any mix shall be 4".
C. Ready-Mix concrete shall be mixed and delivered inaccordance with "Standard Specifications for Ready-Mixed Concrete" C-94-7L.
Page No.2l
Ford Residence STRAHAN ASSOCIATES
DIVISION 3 . CONCRETEKendall Residence
DATE:April 18, 1977
D. Exterior concrete slabs and other concrete exposedto weather shall have 68 air entrainment used instrict accordance with manufacturer's directions.
E. Use no additives, except air entraining agentwithout written approval of architect.
2.05 Vapor barrier - 6 mil weight sheet plastic.
2.06 Curing membrane - provide adequate methods for curingall concrete subject to architects approval. Recommend
"Liguid Membrane" ASTM c-309-58 Type 2 white pigmented.
2.07 A11 other materials, not specifically described butrequired for a complete and proper installation ofconcrete, shall be as selected by the contractor sub-ject to the approval of the architect.
No admixtures, releasing agents, or curinq methodsshall be used which will affect the effectiveness of
subsequent paint,ing or sealing as described in
Section 09900.
Execution:
3.01 The contractor shal1 notify the architect a minirnum
of 24 hours before placing any concrete so as to allow
,/ the architect or his representative to review the
formwork, cast-in embedded items, blockouts, and
reinforcing steel.
3.02 Distribute concrete evenly in the forms to produce a
homogeneous composition free of air pockets, honeycombs,pouring joints and other imperfections. Use mechanicalvibrators, operated by experienced personnel, in walls
and footings. Place concrete in maximum of 24" lifts in
foundation walls. Allow vibrator head to pass through
lift being placed and 12" minimurn into preceeding 1ift.
3.03 Slabs on-grade shall not be out of level more than
1,/8" in 10'. Walls shall be straight, varying not
over L/4" from true line; tops of walls shall not be
out of level more than I,/2" in L}r lengLh. Walls
sha11 not be out of plumb more than W" in 10r length.
Pase No. 2?_
Ford Residence
Kendall Residen e
STRAHAII ASSOCIATES
DIVISION 3 . CONCRETE
DATE: Apail Lg, L977
3.04 Contractor shall maintain log of pours on job forarchitect's inspection. Log shall sho\d!
A. Slump on each pour, size of pour andlocation.
B. Water added, amount of water added, and slumpbefore and after adding water.
C. Air entrainment of air-entrained concrete.
3.05 FINISHING:
A. Foundation Walls
1) Bring to true elevation, line and grade.2) Smooth top to receive masonry walls.3) Break back all metal ties and fill voids-
B. Vertical Surfaces and Exposed Surfaces
f) Immediately after removing forms, vertical
exposed surfaces shall have voids filled andshall be ground smooth to give a finishedsurface that is even and free of form marks.
C. Sidewalks and Slabs
1) Wood fl-oat to even p1ace.2) Slope as indicated on drawings.3) Tool edging, nosings and scoring.4) Apply finish to exterior slabs as indicated.All slabs not otherwise specified shal1 befinished hrith a broorn finish. Sections ofexterior slabs retaining pools of water shall be
repLaced.5) fnterior slabs - smooth trowel finish hardenedas follows - in areas indicated as hardenedconcrete, apply trMastercronn in strict accordwith manufacturer's directions, using mono-lithic system, and not less than 1,/2 pounds ofmaterial per sq. ft. of surface. Apply MasterBuilders clear fl"oor sealer as soon as floorwill not be marred by application, and in strictaccord with manufacturer' s recommendations.
Drrto No. 23
Ford Residence STRAHAN ASSOCIATES
DIVISION 3 - CONCRETEKendall Residence
DATE: April 18, L977
3.06 CURING AND PROTECTION:
Walks and Slabs
l-) Including edges sha1l be covered with animpervious membrane conforming to "LiquidMembrane" forming compounds for curingconcrete, ASTM C-309-58, and shal1 be type 2,
whi-te pigmented.
2) Installation of membrane shall be in accordancewith manufacturer' s recommendations.
3) Provide architect with application recommendationfrom manufacturer for type and location ofinstallation.
COLD WEATHER PROTECTION:
1) During any period when the outside temperatureis, or is expected to be below 40 degrees F.,the concrete shall be prevented from freezingby a combination of using heated aggregate, bil9enclosed and the enclosure heated with blast vfurnaces. Such protection shall be maintainedduring the entire curing period. The presence ofany frost crystals in any portion of the concretesha1l be sufficient cause for the rejection ofaII concrete poured within a 24 hour period.
Concrete shall be protected adequately from injuriousaction by the sun, rain, flowing water, frost and
mechanical injury, and shall not be allowed to dryout from the time it is placed until the expirationof the minimum euring period, which shall beappropriate to the location' but, in no case shall beless than 5 days after pouring. Pedestrian trafficor wheeled vehicles sha1l not be permitted to traverse
any newly poured concrete surface within 2 days afLerthe pour, unLess firm, adequate protection is afforded
3.07 PLACE VAPOR BARRIOR:
Lap joints sha1l be 6 inches.
Turn film up on wa11s 2 inches.
::;:i":"i::"i:'?:"i:3:;.and laps to maintain nosfn
A.
EI
c.
A.
B.
c.
P,ise No. 2+
Kendall Residence
STRAHAN ASSOCIATES
DIVISION 3 . CONCRETE
DATE: April 18, L977
3.08 Place concrete in accordancenodified herein.
3.09 Place concrete asworkmanship, not
3.10 P1ace concrete atplastic and flows
embedded items.
D. Provj-de wood runways for wheeled eguipmentfor transporting concrete.
E. Do not displace nor injure membrane.
with ACI 301 except as
dry as possible consistent with good
exceeding the maximum specified slump.
such a rate that concret,e is at all timereadily around reinforcing and
3.11 Place concrete in a continuous operation untiL placementof the panel or section is complete.
3.f2 Do not pour a greater area at one time than can beproperly finished. This is particularLy importantduring hot or dry weather.
3.13 Do not retemper concrete or use concrete that has beencontaminated by foreign materials
3.14 Place 4 inches thick drainage fill under a1l concreteslabs. Remove drainage fill from thickened slab areasto the dimension s shown on the drawings. Place vaporbarrier over drainage fill lap joints in direction offlow of concrete.
3.15 Tamp concrete slabs with a jitterbug to depress rock.Push float with a bullfloat as necessary.
3.1-6 Wet concrete shall meet the screeds accuratelv andnot rise aboveorbelow them.
3.17 Slope all exterior slabs to drain. Construct allinterior slabs level except pitch to floor drains wherethey occur. Finish slabs as indicated, sloped or level,even and uniform in appearance.
3.18 Trowel all interior slabs to a smooth, hard finishunless otherwise indicated.
3.19 Lightly broom finish all exterior slabs unless other-wise indicated.
3.20 Do not use extra water or
ana
Pase No. 2€
Ford Residence STRAHAN ASSOCIATES
DIVISION 3 - CONCRETE
24 hours after
and clean.holes exposed
Kendall Residence
DATE: ABriI 18, L977
3.2L Leave forms in place for not less thanplacement of concrete.
3.22 Snap form ties. Leave surfaces smoothImmediately after stripping, grout tieto view.
3.23 Start curing as soon as possible after stripping forrnsor finishing slabs. Do not postpone curing until thenel<t 4ay. feep moistcalendar days.
3.24 Do not use concrete with a placing temperature that willcause difficulty from loss of slump, flash set, orcold joints.
3.25 Maintain a concrete te$perature during pouring greaterthan 40 degrees F. less than 90 degrees F.
3.26 Testing, if required by the owner, of concrete shaLlcomply with Chapter 16 of ACI 301 with these qual-ificationr
changes or additi.ons.
Pase No. _eb _
Ford Residence
Kendall Residence
O DATE: APril 18, 1977
SECTION 4TOO . MORTAR
General:
1.01 The scope of the work in this sectj'on includesl
A. Mortar and grout'
Products
2.OI MORTAR
A. Type II masonry cement mixed according to
ASTM C-270 tYPe S SPec'
2.O2 GROUT
A. One Part tyPe II portland -cement and two and one-
fourth to three Parts sand'
B. Strength shall be minimum 200oPSI at 28 days
O 2.03 NoN-sHRrNK cRour
A. "Masterflow" 713
I) Use to set all structural steel'
2') Where required for remedial purposes as
directed bY architect'
2.04 water - Potable.
2.05 ADMIXTURES
A. No admixtules except color (where reguired) without
written approval oi ttre architect'
Execution:
3.01 MIXING MORTAR
A. Use minimum water necessary for workability'
B. use mechanical mixer of one sack minimum capacity'
Mix mortar at least 10 minutes and not more than 30
minutes-aiter aff materials have been added'
C. use mortar within an hour of mixing; re-tempering
will be allowed if *"ttut i= fut" fhutt ott* hour old'
STRAHAN ASSOCIATES
DIVISION 4 - MASONRY
o
Pa,;e No. -27 -
Ford Residence STRAHAN ASSOCIATES
DIVISION 4 - MASONRYKendall Residence
DATE: April 1.8, L977
sEcTroN 4150 - ACCESSORIES
General:
1.01 The scope of the work in this section includes:
A. Joint reinforcementB. Anchors and tie systemsC. Vertical reinforcement
Products:
2.01 JOINT REINFORCEI'{ENT
A. Horizontal joint reinforcement shall be standard
weight ladur type dur-o-wall of a width to matchthe wall thickness; previde prefabricated tee and
corner sgctj.ons at wall intersections.
2.02 ANCHORS AND TIE SYSTEMS
A. Veneer ties shall be corrugated metal straPsfastened securely to back up stud or block wal1 .
2.03 VERTICAL REINFORCEMENT
A. Hollow load bearing concrete units. Verticalreinforcing steel shall conform to ASTM A515'
grade 40.
Execution:
3.01 Space horizontal joint reinforcement as per drawings.
3.02 Space veneer ties 16" o.c. each way.
3.03 Size and spacing of vertical reinforcement as per
drawings.
Pase No. e3
Ford Residence STRAHAN ASSOCIATES
DIVISION 4 . MASONRYKendall Residence
DATE: April 18, 19?
SECTION 42OO - UNIT MASONRY
General:
1.01 The scope of the work in this section includes:
A. Provide materials and methods for installationof all unit masonry including masonry reinforcing,masonry anchor bolts, straps, ties, etc., masonrybond beams and installation of all masonry relat-ditems supplied by others.
T.02 REFERENCES
A. Refer to the drawings and specifications for allitems provided by othersr but set under this con-tract.
B. Standards 24-1 through 24-26 of Masonry InstaLlationof UBC latest edition.
C. AII pertinent codes and regulations.
Products:
2.01 SOLID CI,AY FACE BRICK
Modular size ASTtt C2l6-7L specifications, Grade MW,Type FBX to match existing in color and texture. Con-tractor shall erect minimum 4r-0" x 4'-0" sample panelsof masonry bonds as indicated on elevation drawings forarchitect's approval. Panels may be built into perma-nent masonry walls at dj.scretion of contractor. panelshall be approved by architect before proceeding withwal1s.
2.02 HOLLOW LOAD BEARING CONCRETE MASONRY UNITS
AST!4 C-90 specification, Grade I.l-1, Type f . Minimum3000 PSL at 28 days on net area.
2.03 OTHER MATERIALS
AIl other materials, not specifically described butrequired for a complete and proper installation asindicated on the drawings, shall be new, suitable forthe intended use, and subject to the approval of thearchitect.
_3J _Page No.
Ford Residence
Kendall Residence
DATE:April 18, L977
Carefully coordinate with all otherproper and adeguate interface of thetrades with masonry.
STRAHAN ASSOCIATES
DIVISION 4 . MASONRY
trades to ensurework of other
Execution:
3.01 COORDINATION
3 .02
3. 03
WORKMANSHIP
A. Quality: The wal1s shall be free of defects inmaterial and workmanshipr each course level, with'
bond preserved. Head joints in line the entire
heighl of wall. Preserve joint size, bed and head'
by sawing where necessary. Remove all mortarstains and loose mortar. Point up joints toarchitect' s satisfaction.
B. Penetrations: Conduit, boxes, panels, etc.r shall
be built in as walls go up. Patch around pipes,
ducts, conduits, etc,, passing through. Masonry
holes too large to be covered by pipe escuthcheons
and electrical outlet box recesses too large to -be covered by face plates sha1l be corrected by It
re-laying completely new units cut to proper size
at contractor t s expense.
CURING AND PROTECTION
A. Cure laid up masonry by spraying water at leasttwice a day for a period of two days, when weathe-r
is warm (+50"F) and dry.
B. Cold Weather Protection: Masonry sha1l not be
laid when the temperature is below 32 degrees on a
rising thermometer or below 40 degrees on a falling
lhemometer unless protection against freezing is
provided. Masonry shall be protected againstfreezing for a minimum of 48 hours after being laid
with temperature on both sides of the wall maintained
higher than 40 degrees. Frozen masonry shall be
replaced at the contractor's expense.
3.04 Place and rod qrout in vertical cells each 6 courses or
more often.
32Page No.
Ford Residence STRAHAN ASSOCIATES
DIVISION 4 'MASONRYKendaLl Residence
DATE:ApriJ- 18 ' L97f
3.05 BOND
indicated on drawings'A. Running bond as
B- 1,/3 running bond as indicated'
3.05 INSTALLATION:
A. AIl masonry shal1 conform to Section 24 of UBC'
B. Lay up c'M'U' back-up in running bond' plumbr
level and. true to the il";;..;;,aimensibns indicated
on the drawings' cot"il"Io "icfritect's satisfaction'
tops of wtri aoti"g "t";'ti""-ai ena of each working
aay ani "i-"o^pretion of entire work'
D.
E.
Eo cr!L;rrtr-Er'- - -;;-;dditional cost to thebroken units at I
G.
Dampen but do not saturate concrete masonry units
;ili:il";;iv-l.ioi"-i"=l"ir"tion' Darnpen-brick
with absorption iates in excess -of 20 G 30 sg'
;;:7*i;. .! a"t"i*ined bY ASIM c 67'
Aliqn vertical cells of C'M'U': to maintain clear'
l""tsii.i"li"a-ir"I-il"nt-t"p to bottom or walL'
Full embed reinforcement in mortar roints' Finish
and instart arr ;;il;;;; metal accelsories' Furly
I"*piv-trth sectioi z n16 of u'B'c'
Install aII items furnished by other trades'
CLEA}IING UP
A. Upon comPletion inspect and-make all necessary
adjustmena= -=o--ttt"t all.*u"ottty work thoroughly
complies titi-tti" section or itre specifications'
B. Clean all exposed surfac":,:f masonry' Clean
other work soiled by masonry rvork and remove from
job site .rr-ilt[ti'oroppings' lroten units' and
masonry deoris'- -Leave l1l area in neat anc
orderly "otailio" to the appioval of the architect'
3 .07
Do not
subject
replace
owner.
Page No' 33
Ford Residence STRAHAN ASSOCTATES
DIVTSION 5 - METALSKendall Residence
DATE: April 18, L977
SECTION 51OO - STRUCTURAL II4EEAIJ
General:
1.01 The scope of the work in this section includes:
A. Provide materials and methods for completeinstalLation of structural steel, miscellaneousstraps, sleeves, lintels and anchor bolls, etc.
B. Provide materiaL only for above items that are tobe installed in concrete or masonry.
1.02 REFERENCES fu\D STATDARDS
A. Refer to architectural and structural drawings formi-scellaneous straps raiIs, bfacketsr etc.
B. American Institute of Steel Construction (a.f.s.C.)specification and cbde of standard practice.
C. ALl work shall comply with applicable codes andindustry standards.
Products:
2.01 STRUCTURAL STEEL:
A. Including cast-in angles and plates shall be detailed,fabricated and erected in accordance with the Americanrnstitute of Steel Construction (A'I.S.C.) specification
and Code of Standard Practice. Steel- shapes shall con-form to ASTM A36, steel pipe to ASTM A501r bolts to'ASTM A307. where steel plates or angles are weldedto reinforcing bars, use ASTM 4515 Grade 40. Use
E70xX electrodes for all welding. welding of rebar
anchors to angles or plates to be equal to 1.5 AsAyor rebar unless otherwise noted.
2.02 AII steel shall- have one shop applied coat of primer.
Field welds and connections shall be painted aftererection. Shop painti:rg sha1l have read lead or other rustinhibitive steel primer.
Pase No. 3€
Ford Residence STRAHAN ASSOCIATES
DIVISION 5 - METAISKendall Residence
DATE: April 18, 1977
Execution:
3.OI Erect aLl structural- steel as necessary and in strict
acqordance with the drawings and all pertinent regulations
and standards.
3.02 Welding sha1l only be performed by A.W.S. qualified
welders.
3.03 Al-1 work shall- be securely fitted together and rivetedor bolted or welded.
3.04 Bearing of structural steel on masonry or concrete shall
be on proPer bearing plates as required to distribute the
load but not less than four (4) inches x L/4 inch thickplateE bedded in non-shrink grout.
3.05 Align all steel and metal- items si.raight, p1um, and levelwithin a tolerance of one in 500.
o
.AtPaqe I'Io. 9@
Ford Residence
April 18, L977
SECTION 0610 . ROUGH CARPENTRY
General:
1.01- The scope of the work in Lhis section incLudes:
A. Complete wood framed wal1s, partiEions, soffits,and floor and roof system.
STRAHAN ASSOCIATES
DIVISION 6 . CARPENTRY
B. Manufactured plywood component joists and rafters.
C. Erection of glue-Laminated lumber
D. Fitting, installation rough hardware.
E. A11 necessary, reguired blocking and grounds.
Related Work in 0ther Sections:
A. Forms for eoncrete - Section 03100
L.O2 STANDARDS
A. Standard Grading Rules for WESTERN Ltn{BER
WESTERN WOOD PRODUCTS ASSOCTATTON (WWP)
B. American Wood Preserves Association.
C. Each piece of lumber and plywood stamped withgrade mark and trademark of the Association havingjurisdiction, or each shipment accompanied by officialcertificate of inspection.
1.03 BUILDING CODE
Requirements of the Unlform Butldtng Code L973, and theN.F.P.A. Code 10L-I973, if more rigid than those herelngovern.
1. 04 PRODUCT I{ANDLING
A. Deliver materials to site at specified moisture content.
B. Store matierals off the ground, keep eovered. IfAIN-
TAIN MOISTURE CONTENT below specified :uaximums.
Page No. 37
Ford Residence STRAHAN ASSOCIATES
DIVISION 6 . CARPENTRYKendall Residence
DATE: Rpril 18, 1977
ProducEs:
2,0L. MATERIALS
A. Lumber grades are specified by I^IWP Rules.Equivalent grades by rules of other agency may besubstituted providing agency is cercified by American
Lumber Standards Committee.
B. Maxirnum moisture content, when delivered co project.
1) Wood to be embedded in masonry or concrete,
wood siding, L2%.
2) Laminated consErucEion, L6%.
3) Other maEerials, "DRY" per WWP Rules, Sec. 4.00
(Maximum L9%).
C. Framing Lumber:
1) Plates shall be constructed of Douglas Fir/Larcf
2) Blocking and furring shall be No. 3 or ConstructionF-725 single, Douglas Fir/Larch
3) Light framing and studs shall be constructed
Fb=1200 Repetitive, Douglas Fir/Larch.
4) StrucEural joists shall be No. 2, Fb = 1250single, Douglas Firllarch.
5) Beams sha1l be dense /Fl, Fb = 1550 psi, //1,Fb = 1500 psi, lfz = L250 psi single membraneusage, Douglas Fir/Larch. See drawings forgrade required.
D. Plywood componenE joists and rafters sha1l be completewith bLocking panels, bevel plates, and other requiredaccessories, I'TRUS-J0IST", Boise ID.
E. Plywood:
Roof sheathing shall be C-D Ext.-APA; Group 1,2; 5/8"Ehick 30/12 identification #, Ext. Glue.
Page No. 38
Ford Residence
Kendall Residence
DATE: April L8' 1977
STRAHAN ASSOCIATES
DIVISION 6 . CARPENTRY
Floor Sheathing: 3/4" T6G, 36/L6 identificationnumber, for application below resil-ient flooringprovide "underlalrment INT-DFPA; for areas receivingearpenting provide "Standard INT-DFPA".
F. Fastenings:
1) Bolts shaLl be AST!1 A-307 with standard washers
and nuts, hot dip galvanized for exterior use.
2) Lag screw shall be Fed. Spec. FF-B-561, Type 1,
Grade A, hot dip galvanized for exterior use.
3) Expansion bolts of size, J-ength and spacing
shown on the drawings. Manufactured by Kwik-Bolt or Wej-It BolU.
4) Nails, general shall be Fed. Spec. FF-N-105
cofitrnon, standard.
Framing anchors shall be galvanized sheet steel,
sEandard manufacturer to support lnposed loads,include special nai1s.
6) Pneumatic driven staples shall be as approved by
archiEecE for specific purpose,
7) Wet or damp area application: all fastenings tobe stainless sEeel , aluminum, brass or bronze or
heavy galvanized as approved.
Insulating I^Ia11 Sheathl-ng:
1) Wood fiber product asphalt coated and impregnated,intetmediate grade, si'ze 4'x8'xL/2", square edge,
meets Fed. Spec. LLL-1-535a, Class E.
2) Manufacturers sha1l be United States Gypsum
Company or Celotex Corporation.
Miscellaneous:
1) llood preservative:
a) Embedded bucks, grounds shall be Wolman CCA SaIL
b) Plates, sills, sha1l be l.loodlife-pentachlorophen
5)
G.
H.
Page No.3?
Ford Residence STRAHAN ASSOCIATES
DIVISION 6 . CARPENTRYKendalI Residence
DATE: April 18, tg77
2) Sill sealer shal1 be 5-I/2" x 1" compressibleglass fiber in paper binder made expressly forthis purpose.
2.02 PRESERVATIVE TREATMENT
A. Items treated for miLdew and rnol-sture protectionwith wood preservative
1) Floor plates and sills at exterior walls.
2) Wood nailer on top of nasonry walls, and joist
ends embedded in masonry r,ralls.
3) Roof curbs and caps.
4) Floor plates of stud wal1s ln wet areas, i.e.dish wash, Eoilet chase wall.
Execution:
3.01 METAL ACCESSORIES
A. Joist, hangers and framing connectors, whereindicated.
B. Secure nails, screws or bolts recommended by
manufacLurer.
C. Rough hardware
1) Provide as necessary for installation of workspecified herein, sizes and quantities requiredby Butlding Code or hereinafter specified.
2) Hardware exposed to moisture hot-dip galvanized
sEeel or approved type non-ferrous metal .
3.02 WORKMANSHIP: CARPENTRY
A. Carefully lay out, cut, fir, and install roughcarpentry iLems.
Page No 34
Ford Residence STRAIIAN ASSOCIATES
DIVISION 5 . CARPENTRYKendall Residence
DATE: April 18, 1977
B.
c.
Use sufficient nai1s, spikes, screws' and-bolts
il-i"""i"-iiliaitv and lermernance' obuain
;;r;;;;i froil "t"f,ii".t' before using power-driven
stlples. Holding Power and appearance wlrr De
evaluated.
Anchor plates, caPq ald end studs to other consEruction
wiLh anchot" .p"-!d 4' o.c. max' and at least 3 anchors
i"-.".tt plece is-ioffots, unless otherwise shown on
drawings:
Concrete and solid masonry shall be 5/8" fglt!
oriir, "*ptnsion strields, olt s/9" bolts embedded 4"
in concrete or 8" in masonry'
Drive nails perpendicular to grain of wood in lieu
of toe-nailing, where feasible'
Nailing, unless otherwise shown on dr'awings sha1l be:
Plates to joists or blocking: 15d - 16" o'c'
Stud to toP or bottom plates (end nail) 2-L6d
Top plates (to each other) double: 16d - 24" o'c'
LaP and intersection: 2 - 16d
Corner studs: I6d - 30" o'c'
provide for installation and support of plumbingl
heating, and ventilating work'
Set dressed wood grounds for securing wood tril' baset
and cabinets, ";d;;il-and rigidly, irue, straight' and
in perfect alignment.
Wood curbs and nailers shall be installed as shown
and detailed.
Installation of Trus-Joist" and required accessories
l" u" in accordance with approved shop drawings. Do
not notch top ana bottom filnqes, bore hole-E in ply-
wood webr or ot-herwise eftectively reduce.the.member
sectionunlessotherwiseshor.rnonthecontractdrawings.;approved shop drawings, or as approved by the structural
engineer.
D.
E.
F.
G.
H.
o
I.
+t
Ford Residence
Kendall Residenee
DATE: April 18, 1977
3.03
s)
Wood
1)
STRAHAN ASSOC ATES
DTVISTON 6 - CARPENTRY
ITALL AND PARTITIOT.I CONSTRUCTION
A. Studs:
1) Nominal 2x4 inch size space at 16" centers,unless noted otherwise, exterior walls are
2x6 at 24't o.c.
4l
Double studs at openings, and beam bearings
unless noted otherwise on the drawings. Triplestud at corners and intersections.
Provide blocking required for nailing of surfacingmaterials, firestopping of 2" material' fu}1width of stud, at mid-point of each story.
Extend wa]Is and partitions to bottom of strlcture.
Plates:
1) Provide single plates at floors and bottoms of
openings, double plates at. ceilings, and headof openings.
2) over openings provide lintel of proper size, a
noted on drawincrs.
3) Splice single plates and plates abutting atcornersi stagger ends of double plates.
4) Nominal 2" stock, width as required by conditionsor as indicated.
Anchor to slab or foundation vrith 1/2" bolts at4 ft. centers, unless shown otherwise on drawings.
Furring:
Sguare edge stock, nominal 2x (as required) inch
size, set vertically at 24 inch centers.
2) Secure to masonry or concrete walls with ramset,nail and charge of adequate size to properlysecure to wall.
2)
3)
B.
s
o-'
3) Provide firestopping of same rnaterial asat mid-point of each storyr extra piecesof wall finish, as required.
€rr rr i nrt
for nailir
Pase blo . 4e
Ford Residence STRAHAI.I ASSOCIATES
DIVISION 6 - CARPENTRYKendall Residence
DATE; April 18, L977
D. Insulating Wall Sheathing
1) Apply verticaLly on wood stud walls.
2) No horizontal joints in sheathing in walls under8'-0u in height. Blocking not less than 2"nominal in thickness at horizontal joints whenwall heights exceed 8r-0r'.
3) Nails shall be L-3/4" long l1-gauge galvanizedroofing nails wit'}r. 7/L6' head. Abutt sides and
ends over vertical framing members, top and bottomplates or blocking. Leave 1,/8t' space betweensheets. Attach sheet to intermediate studs firstthen attach at edges. Space nails 3" on centerat edges of sheetr not less than 3,/8" away from
edge and 5" on center on intermediate studs.
4) care must be taken in storage of this materiaL to
keep it dry and elevated off the ground.
E. Gypsum Sheathing at Soffits:
f) L/2" Elnj-.ck glpsum sheathing, u.S. Gypsum, Bestwall,Johns-Manville, or approved, T & G or V-joint, onlong edges.
2) Install sheets with long dimensj.on horizontal, endjoints on studs, staggered.
3) Nailing shall be secure with Il gauge galvanized
roofing nails l/34" long' spaced 4" o.c. at edge
and 8" on center along intermediate studs.
3.04 ROOF CONSTRUCTION
A. Joists and Rafters:
1) Set with crown side up; lap and spike togetherover intermediate bearings.
2) Spike studs to joists resting on ribbon boards.
3) Provide solid blocking at a1l bearings.
4') Double joists under partitions paraLlel to joistsi
space to provide clearance for pipes in partitions.
5) Double. headers and trimmers
6) Frame roofs for free flow of rain water to outlets.
Pase No . +3
Ford Residence STRAHA}iT ASSOCIATES
DIVISION 6 - CARPENTRYKendall Residence
DATE: April J-8, L977
7') Where joists are built i-nto masonry, provide
fire cuts on ends; maintain 1" ai-r space attops, sides and ends of joists.
B. Cross Bridging3
1) Nominal 1'x3" wood, or approved type metal.
2) Provide not more than 8 ft. apart in joist sPans.
C. Solid Bridging:
1) Provide nominal 2" solid bridging over bearings,2" Iess in depth of roof joists.
D. Roof Sheathing
1) Lay plywood sheets with face grain perpendi.cular
to supportsr end joints on bearings.
2J Secure with 8d common nails spaced at 6" centersalong panel edges, aE L2" centers along intermediate
bearings.
3) Protect from moisture and other damage until to?rnnis installed.
3.05 INSTALLATION OF ITEMS FURNISHED UNDER OTHER SECTIONS
A. Glued laminated lumber: (See Section 0630)
. 1) Install members in accurate location indicated-
2) Anchor as shown on approved shop drawings and
required for rigidity and permanence.
3) Protect from weather and other damage until project
is completed.
!:'re .ic . -44J-'
Ford Residence
Kendall Residence
DATE: April 18, L977
SECTION 6200 - FINISH CARPENTRY
General:
STRNIA}I ASSOCIATES
DIVISION 6 . CARPENTRY
1.01 The scope of the work in this section includes:
A. MillworkB. TrimC. Wood sidingD. Wood deckingE. Stairs and handrails
Products:
2.01 LUMBER MATERTALS
A. General:
Lumber'shall be live stock, thoroughly seasoned,and well manufactured free from warp. Woodworkexposed to view shall be dressed. Exposed surfacesor wood to be painted shall be free of defects thatwould show after being painted. Exposed'surface ofwood to be transparent finished shall have grain whichis bright uniform in color and free from blemishes.
B. Description:
A11 materials of this Section, unless specificallyotherwise approved in advance by the architect:
ITEM DESCRIPTION
Wood Sacia
Soffits and ExteriorCeilings
Exterior Siding
Exterior Trim
Pase No. 45
Ford Residence STRAHAN ASSOCIATES
DIVISION 6 - CARPENTRY
DESCRIPTION
Kendall Residence
DATE: epril 18, L977
ITEM
Exterior nailings
Exterior Decking
Interior Siding
Interior Trim
fnterior Railings
Interior Decking
Stair Treads
.Closet Shelving
Millwork
2.A2 CABINETS:By Owner
2. 03 COT]NTERTOPS:
Pase No. 46
Ford Residence
Kendall Residence
DATE: April L8, L977
STRAHAN ASSOCIATES
DIVISION 5 - CARPENTRY
2.O4 OTHER MATERIALS
A11 other materials, not specifi-cally described but
i-quirea for a complete and proper installation as
indicated on the oiawings, sirall be new, suitable for
the intenaea use, and st Uiect to the approval of the
architect.
Execution:
3.01 FINISH CARPENTRY WORKMANSHIP
A. Joints true, tight and well anchored' A11
members-assernur6d in accordance with the Drawingsr
aff finish surfaces free from blemishes and damage
and readY for finishing'
B. Joints shal-l conceal shrinkage; miter exterior
corneri;;F inlerior corneri' miter or scarf al-l
end-to-end joints. Trim pieces shall be as long as
possible, jointing only over solid support'
C, Use finish nails of proper dimension to hold the
member firrnly in place without splitting the wood'
Use galvanized nails for exterior trim. All
exterior joints shall exclude water. where
necessary, set in waterproof 91ue or calking.
D. Exposed finish work: set all nails for putty.
Screw, ilo not drive, all wood screws. Glue where
necessary.
3.O2 INSTALLATION OF OTHER ITE!{S
Install all other Ltems in strict accordance with the
Drawings and the published recommendations of the
rnanufacturer of the item, anchoring firml-y in place at
the prescribed location, straight, plumb, Ievel and
anchored for long life under hard use.
3.03 FINISHING:
Sandpaper all finished wood surfaces thoroughly as
requirLd to produce a uniformly smooth surface, sand in
tha driection of the grain, do not sand wood which is
designed to be left rough. No coarse-grained sand paper
mark] hammer makr, or other imperfection wil-l be accepted.
Page No. 47
Ford. Residence STRAEAN ASSOCIATES
KendALI ReEidence DIVISION 6 - CARP
DATE: April 18, L977
3.04 INSTALI,ATION OF CABINETS
Install all cabinets and countertops in strictaccordance with the Drawings and the referencedstandards. Cabinets and countertops truel seo€rr€,plunb, level, and firmly anchored for long lifeunder hard use. A11 items shalL be working properly.
3.05 CLEANING UP
Keep premises in neat, safe and orderly condition.
Remove the refuse and debris and thoroughly broomcLean aLl surfaces.
ENTRYo
Pase No. 48
Ford Residence
Kendall Resideqce
DATE: April 18, 1977
sEcTroN 7100 -
General:
t.OI The scoPe of the
A. APPlicationwalls below
work in this section
of waterProof membrane
grade above slab.
STRAHAN ASSOCIATES
DIVISION 7 - THERMAL AT'TD
MOISTURE PROTECTION
includes:
on foundation
Products:
2.01 !{EMBRANE WATERPROOFING
2.02 OtrTtER I{ATERIALS
Necessary for complete job, shall be recommended by
manufactut;;-";-;;teipri'oring materials used' subject
to the aPProval of the architect'
Execution:
3. OI INSTALLATION
A. Preparation:
Properly and thoroughly-Prepare surfaces' strictly
complying \^rid--ah; fianirricturer' s recommendations'
B. Installation:
fnstall waterProofing in strict
manufacturer t s reconmenct€Itlorls I
where waterProofing is required
of moisture through walls' Do
on wet, damP or dirtY surfaces'
accordance with
covering all surfacesto prevent Penetrationnot ipplY waterProofing
Pase No. 4I-
Ford Residence
Kentla l l Resi dence_
DATE: ABriI 18. 1977
STRAIIAN ASSOCIATES
DIVISIONT-THERMALAND
MOISTURE PROTECTION
SECTION 72OO . INSULATION
General:
1.01 The scope of the work in this section includes:
A. fnsulation of above and below grade walls andceiling surrounding heated spaces.
Products:
2.01 BUILDING INSULATTON
A. General:
All building insulation shall be the product ofthe manufacturer specified.or an equal approvedin advance by the architect.
B. Exterior Framed Wal-l Insulation:
John-Mansvilles "Stud-Thik" "Sta-Fit" glass fiber
glass onlv.
C. Vapor barrier shall be 2 mil polyethelene film.
D. Exterior masonry and below grade foundation waI1insulation sha1l be L-L/2" thick styrofoam.
E. C.M.U. cell insulation shall be polyurethane foam
beads.
F. Ceiling fnsulation:
John-l4ansvilles "Super 24" f@
-
batts havijtg thermal resistance "R" value of R-24.
2.O2 OTHER MATERIALS
All other materials such as fasteners and retainers,not specifically described but required for a complete
and proper installation of building insulation shall beas selected by the contractor subject to the approvalof the architect.
Page No . 5l
Frrrd Rasi dence
Renda] I Resi dence
DATE: April 18. 1977
STRAHAN ASSOCTATES
DTVISIONT-THERMALAND
MOISTURE PROTECTION
SECTION 73OO - SITINGLES AND ROOT'ING TILES
..General:
1.0I The scope of the work in this section includes:
A. Compl-ete roofing needed to rnake the roof watertight.
B, Co-ordinate all other work (flashing and accessoriesetc. )
L.02 GUARANTY
Provide complete roofing and flashing, guaranteedfor a period of one (1) year.
Products:
2.0L Roofing feet shall be 30#.
2.02 wooD SHAKES
western Red Cedar (thuja plj.cata) No. I handsplitand resawn, 24" long tapengd frcnr V2" to 3/4", laid 10" to rteather
ani bearinq tJre tabel "@rti-Split tihmber Gre" of ttre Red Cedar. Shingle
and tlandsplit Shake B:reau.2.03 OTHER MATERIALS
AII other materials, not specifically described butrequired for a complete and proper installation offlashing and sheet metal shall be new, first quaLityof respective kinds, compatible with basic materialspecified herein and subject to the approval of thearchitect.
Execution:
3.01 Install roofing and in strict accordance withmanufacturerrs instructions or the Red Wood Shingleand Handsplit Shake Bureau.
3.O2 Upon request of architect. demonstrate by hose or
approved method that all roofing is completely waterriohr
Paqe No. 53
Ford Residence STRAHAN ASSOCIATES
DIV]SIONT.THERMALAND
ONo
KendaLl Residence
DATE3 April L8, L977 MOISTURE PROTECTI
3.03 Architect reserves the right to require test cuts bemade to verify installation has been performed inaccordance with stated requirements.
3.04 Take necessary care to prevent staining or damagingadjacent surfaces or materials or the work of others.Immediately remove all traces of spilled material andclean, repair or replace damaged work or materials.
Page No.5+
Ford Residence
Kendall Resi.dence
DATE: April L8, L977
SfRAHAN ASSOCIATES
DIVTSION 7 . THERIi,TATJ AND
MOISTURE PROTECTION
SECTTON 7500 - i
General:
1.01 The scope of the work in this section includes:
A. Membrane roofing as indicated on drawings.
B. Co-ordinating with other work necessary for acomplete job.
1.02 GUARANTY
Guaranteed for a period of two (21 years.
Products:
2.OI MEMBRANE ROOFING
Execution:
3.01 fnstall roofing in strict accordance with drawings
and manufacturerts instructions.
3.02 Upon request of architect, dernonstrate by hose orstanding water that all roofing and flashing work iscompletely water tight.
3.03 Architect reserves the right to require test cuts be
made to verify install-ation has been performed in
accordance with stated requirements.
3.04 Take necessary care to prevent staining or damagingadjacent surfaces or materials or work of other.Immediately remove all traces of spilled material andclean, repiir or replace damaged work or materials.
A.
o
Paqe No. 55
Ford Residence STRAHAN ASSOCTATES
DIVISIONT.THER}IALAND
MOISTURE PROTECTION
Kendall Residence
DATE: April 18, 1977
SECTION 7600 - FLASHING AND SHEET METAL
General:
l.0l The scope of the work in this section includes:
A. Flashing where indicated in the drawings and
where needed to make the roof watertight; andinstallation of flashing items and accessoriesfurnished by others in connection with roof
work.
L.O2 GUARANTY
Flashing shall be guaranteed for a period of two(2) years
Products:
2.01 INTEGRAL FLASHING
Specification Number 108 by Kopper Companyinstalled integrally with membrane roofing ogegual approved.
2.02 NAILS
A. Where nails penetrate zinc-coated flashingsrbox or conmon, hot,-dip (not electrostatic) usezinc-coated nails.
B. Where nails penetrate al-uminum flashings, use
aluminum or 18-8 alloy stainless steel nails.
C. Nails shall be 11 or 12 gauge at least 3/8"diameter headsr of sufficient length to penetrate
through plywood sheathing.
Pacre No. 57
DATE: April 18, 1977
2.03 EXPOSED FLASHING AND GRAVEL STOPS AND DIVERTER
AND RIDGE VENTS
Ford Residence
Kendall Resid.ence
STRAHAN ASSOCIATES
DIVISIONT-THERMALAND
MOISTURE PROTECTION
rivets having rpst-resistive coating,and cadmium plated screws and washersgalvanized iron and steel.
A. Open-hearth, copper-bearing steel sheets galvanizedwith zinc-coating applied by hot-dip process toall surfaces. Zinc coating: not less than L-L/4 ouncesper square foot, nor more than 1-1/2 ounces per sguarefoot of surface covered and shall conforrn with
ASTM A-93.
B. Material or gage as indicated on the drawings, or,highest quality and gage commensurate with thereferenced standards.
:2.04 ,FASTENTNG
Use only soft irongalvanized nai1s,in connection with
2.05 FLUX AND SOLDER
Flux: raw muriatic acid.
Solder:ASTM B-2
2.06 OTHER MATERIALS
All other materials, not specifically described butrequired for a complete and proper installation offlashing and sheet metal, new, first quality ofrespective kinds, and subject to approval of architect.
Execution:
3.01 Install sheet metal in accordance with the ArchitecturalSheet Metal Manual of Sheet Metal and Air-ConditioninqContractors National Associates, Inc.
3.02 Forrn sheet metal accurately to dimensions and shapesrequired, finish molded and broken surfaces with trr,te,sharp, and straight lines and angles. Cope to accuratefit, fastening securely. Provide adeguately forexpansion and contraction in finished work.
Page No. 58
Ford ReEidence STRAHAN ASSOCIATES
DIVISION 7 - THERI,IAL AND
II{OISTURE PROTECTION
Kendall Residence
DATE: April 18, L977
3.03 Install flashings and accessories in strictaccordance with drawings manufacturert s instruction.
3.04 Upon request of architectr demonstrate by hose orstanding srater that all flashing work is completelywater tight.
3.05 Architect reserves the right to require test cuts be' made to verify installation has been performed inaccordance with stated requirements.
3.06 Take necessary care to prevent staining or damagingadjacent surfaces or materials or work of others.frnmediately remove all traces of spilled materialand clean, repair or replace damaged work or materials.
Page No.
Ford ReEidence
KendalL Residence
DATE: April 18, L977
STRAHAN ASSOCIATES
DIVISIONT-THERMALAND
ITIOISTURE PROTECTION
SECTION 79OO . SEAI,ANTS ATiID CAUIKING
General:
t.0I The scope of the work in this section incLudes:
A. Provide caulking indicated on the drawingsand whenever caulking is essential to provide
. a positive barrier against penetration of airand moisture at joints between items,
Products:
2. OL CAULKTNG I\,IATERIAIS
All caul-king materialsr unless otherwise specifically
approved by the architect shall be a single or double
component, primerless, non-sagging type in neutralcolor to match or bl-end with adjacent materials orother color approved by the architect where exposed toview. One of the following or an equal approved in
advance by the architect.
A. "Thiokol"
A liquid polysulphide pol1'mer product tested and
approved by the Thiokol Chemical Corporation, and
bearing that insignia.
B. " Siliconett
A silicone sealant such as "Silicone Sealant 1300"
manufactured by the General Electric Company.
C. "AcryJ-ic Terpolltmer"
An acrylic terpolymer such as 60 Unicrylic by
Pecora Corporation complying with TT-s-00230.
2.02 OTHER MATERIALS
All other materials not described but required for a
complete and proper caulking installation shall be
compatible with and recomrnended by the manufactureror selected by the contractor and approved in advanceby the architect.
Page No. 4l
Ford Resid.ence STRAHAN ASSOCIATES
DIVISIONT-THERMALAND
MOTSTURE PROTECTION
Kendall Residence
DATE:April 18, 1977
2.03 CAULKING EQUIPMENT
All- caulking equipment shall be only such eguipmentas is specifically recommended by the manufactureror the caulkinq material beinq installed.
Execution:
3.01 BACK-UP MATERIALS
Filler material about l/3 to 1rl2 wider than vridthof joint so sufficient pressure is exerted by fillerto provide substantial resistance to displacement.
3.02 APPLICATION OF CAULKTNG
Install caulking in strict accdrdance with themanufacturerts recommendations beads of proep width
and depth, tool as recommended by the manufacturer,immediately remove all surplus or spilled caulking.
3.03 CAULKING SCHEDULE
' carefully study the drawings and furnish and install O
the proper caulking at each point where called foron the drawings and at all other points where caulkingis essential in maintaining the continued integrityfo the watertight barrier.
P.igr: ).16.6?
STRAHAN ASSOCIAIESFORD RESIDENCE
Apr5.1 18, L977
q %;7a,i>=
l'1,{Nu4V\17?#r-q
Mahogony
Pocket
Sauna, Redwood
Bi-Pass
B
threashold
KENDALL RESIDENCE
April l8, L977
-3IXHC
6068 L-3l8HC
STRAHAN ASSOCIATES
44 F\1FW>V
??ts/.\1rq :
erhead_ gara
L-3/ASC Thermature *I00M
1-3l8SC
Bi-fold & bottom pane
Bi-foLd & bottorn pane
Pair, with fixed, glas
Birch
2 05 8 l1-3,/8HC
r.-3l8SC
Birch
Glass shower door
Bi-pass
STRATIAN ASSOCIATESKENDATL RXSIDENCE
April 18, L977
DATE: April 18, 1977
Ford, Residence STRAIIAN ASSOCIATES
DIVTSIONS-DOORSAND
WINDOWS
the manufacturerby the architect.
o
SECTION 82OO - WOOD AND P],ASTIC DOORS
General:
1.01 The scope of the work in this Section includes:
A. Furni-shing flush, panel and pre-hung door unit.
B. Installation of doors above indicated on thedrawinqs and in the door schedule.
1. 02 REFERENCE STANDARD:
A. NationaL Woodwork l4anufacturer Association.
B. AI1 applicable codes and regulations.
Products:
2.01 A11 doors shaIl be a product ofspecified or an equal approved
2.02 Refer to door schedule.
Execution:
3.01 Install doors after completion of all other work which
woul-d raise the moisture content of wood doors orotherwise damage doors. Fit, hang, and trim as requiredby the opening the doors will close.
3.02 fnstall doors in strict accordance with the drawings,all applicable codes and regulations and manufacturer's
recommendations and the pertinent specifications'requirements, and recommendations of the National Wood-
work Manufacturer's Association.
3.03 Contractorrs option shall be to prehang all doors atthe milI and ship all doors and frames as prehung unitswith all finish hardware in place provided for or hangall doors and apply with finish hardware in the field.
3.04 Install all doors and frames square, plumb, and straight
to be firmly anchored into position for long life under
hard use.
3.05 Using fine grained sand paper sanding
completely eliminate alL abrasions andfinished vood surfaces.
with thedefects
P age No. 1?
Ford Resid,ence STRAITAN ASSOCIATES
DIVISION8-DOORSAND
WINDOWS
Kendall Residence
DATE: Aplil 18, L977
3.06 Set all nails and fasteners for putty. Firmly putty
all dents, hanmermarks and holes, leave all surfaces
ready for finishing or Painting.
Page No. -7O
DATE: April 18, 1977
Ford Residence STRAHAN ASSOCIATES
DIVISIONS-DOORSAND
WINDOWS
SECTION 83OO - SPECIAI., DOORS
General:
1.01 The scope of the work in this Section includes:
A. Furnishing folding, overhead,sliding glass, andsafety glass doors.
B. fnstalling of door (above) indicated on d.rawingsand in the door schedule.
1. 02 REFERENCE STANDARD:
A. Manufacturers recomrnendations.
B. A11 applicable codes and regulations.
Products:
2.01 A11 doors shall be a product of the manufacturerspecified or an equal approved by the architect.
2.02 Refer to door schedule.
Execution:
3.01 fnstall doors after completion of all other work whichwould raise the moisture content of wood doors orotherwise damage doors. Fit, hang, and trim as requiredby the opening the doors will close.
3.02 Install doors in strict accordance with the drawings, allapplicable codes and regulations and manufacturerrsrecommendations and the pertinent specifications,requirements, and recommendations of the National Wood-work Manufacturerts Association.
3.03 Contractor's opt.ion shall be to prehang all doors atthe mill and ship all doors and frames as prehung unitswith all finish hardware in place provided for or hangall doors and apply with finish hardware in the field.
3.04 fnstall all doors and frames square, plumb, and straight,' to be firmly anchored into position for long life underhard use.
Pase No. J-l-
FORD RESIDENCE
April 18, 1977
STRAHAN ASSOCTATES
J-.llNDzl-.J q,ilWuL?
FFl-?^fi<"
Pella L532 WCz Insul .ont'r to ver
W,/screen
Pella 1648 WCz
Pe1la l-648 wc2 InsuI.
Pella 3635 WC
Pella 3635 WC
. Trapqqoi{al pni_!,_ -Conto verlrv stze rn rr_elct
Pella 1532 wC2 H88-10 bto-Control
Pella 1632 WCz Insul
Pella L628 WCz W/screen
36 2L0 !{,/screen
Insul.
Insul.
Insul.
Pella 1636 WC2
Pella 1636 WC2
PelLa 1536 WC2
a 2436
Insu1.
ltapezoidal unit csrtlr
i\
-73
KENDAI,L RESIDENCE
April L8, L977
STRAHAN ASSOCTA"ES
}-|lNDc/!-l q6HwuLT
f 6lL?ftft,i,f=n^lF :44fr
/'t \:6 s8
Fixed
Awnino 3636 CAPe1la ffi' ea L2 W,/screen InsuL.A ^5 -85f
Fixed
Awninq
3636 CAPel1a ffi' ca 12 W,/screen Insu1.
13i,16 zG Awnj-ng Pella 3624 cA ffscreen fnsul.
A l5 z6 Fixed Pella 3524 CA Insul .
t\ \-26 Fixed,Pe1la CA
cont'r to verrty wrctt.in field Insul.
/5\-62 Fixed Pella C.A,
Cont'r to verifywidth in field Insul -
.zZ \7-
,'8 \
:5 e8 Fixed
Aum i nc 3548 CAPe1la 3?7b-ca 12 W/screen fnsu1.
l6 e8
Fixed
Awn i no
3548 CAPella ffio' ce Lz W,/screen InsuI.
/9\g6 e8
Fixed
Awnino
3648 CAPella ffio'ca J,2 W./screen Insu1.A -o2 Fi xed Pe1la eA.
Cont.tr to verify
width in fie'ld Insul .A 32 2r0 Awning Pella 3228 CA W/screen Insul.
A Fixed u()frE'r E9 velrl-ywidth in field rJEQTI:ZCInsul.A Fixed cont'r to veritywidth in field BronzeInsul.
{\AwningFixed Pella 2820 cA */ffin'trapezoidal unit above
ho verifir size in field BronzeInsu1.
,1S\Awnj-ng
Fixed ffsoleerrPella 2820 CA mrtrr trapezoidal unrt above
Eo verifv size in field Bronze
Insul .
,A Fixed Pella CA
Trapezorctal un1t,to verifv size in confie d fnsu
lr\F' I ]aAat Pe1la CA
Trapezoidal unit, cont'r
trr veri fv sjze in field Insul.A Fixed Pel1a CA
I?apezoidal unit, ccntrrto verifir size in field Insul .A z6 z2 Awning Pella 3620 CA W,/screen Insul
/.\t6 z2 Awning Pella 3620 CA W/screen Insul.
1'\+6 z2 Fixed Pella 4820 CA Insul .
b1\
^6 )2 Fixed Pe] 'l a 4A)o ea Insu1.
tr ?\a6 z2 Fixed Pe1la 3620 CA Insul.A t6 z2 Fixed Pe11a 3620 CA Insul.
ttr\t2 t6 Caqsncnf Pella 2048 Ce W./screen Insu1.
,A _10- 8bf Fixed
Awn i ncr
3635 cA
P-elr a ffiT. ca -11 W,/screen Insul-.
-7f
KENDALL RESIDENCE
April 18, L977
STRAHAN ASSOCIATES
Pella 2436 CC*
Pella 1635 CC
W,/screen Insul.
ella 3616 CA 12 W,/screen
NOTE: ALl windows to be vinvl clad dark brown
Ford Residence
Kendall Residence
DATE: _ ApriL LS, L977
SECTION 85OO - WOOD AND PLASTIC WINDOWS
STRAHAN ASSOCIATES
DIVISTONS-DOORSAND
WINDOWS
o
General:
1.01 The scope of the work in this Section includes:
A. Furnishing windows and window units.
B. Installation of windows and window units.
L.Oz REFERXNCE STANDARD
A. The Flatglass Marketing Association.
B. A11 applicable codes and regulations.
Products:
2.Ol All windows shall be a product of the manufacturerspecified or an equal approved by the architect.
2.02 Refer to scheiule window.
Execution:
3.01 Fabricate and install all work of this Section in
complete accordance with the drawings, the standards
referenced and the recommendations of the selectedmanufacturer.
3.02 Factory glazing or job glazing shall be the contractorsoption.
3.03 fnstatl windows sguare, plumb, and straight' and firrnly
anchored into position for long life under hard use.
3.04 After the windovrs are installed check operation andadjust as necessary.
3.05 Leave all installed windows clean, tight and weatherproof.
3.06 Using fine-grained sandpaper - sand with the grain to
completely eliminate all scratches abrasions in finished
wood surfaces.
3.07 Set all- nails and fasteners for putty. Firmly putty all
holes, dents, hammer marks, leave all finished wood
surfaces ready for painting or finishing.
P;rse No. _7.?__
FORD RESIDENCE
ApriJ. 18, L977
o
STRAHAN ASSOCTATES
at'
KENDALL RESIDENCE
April I8, 1977
STRAHAN ASSOCIATES
Ford Residence
Kendall Residence
DATE: April 18, 1977
SECTION 87OO - TIARDWARE AND SPECIALTIES
General:
I.01 The scope of the work in this Section includes:
A. Furnishing finish hardware, operators, weatherstripping and seals and thresholds.
B. Installation of hardware (above) required toproduce the desired intent.
Products:
2.0L All hard.ware shall be a product of the manufacturerspecified or an equal approved by the architect.
2.02 Refer to hardware schedule
2.03 Before purchasel submit a detailed and completeIist of all hardware for architects approval.
Execution:
3.01 Install hard.ware in strict acgordance with manufacturerrs
recommendation, no hinge bound conditions. All items
smoothly operating and firmly anchored into position.
STRAITATI ASSOCIATES
DIVISIONS-DOORSAND
WINDOWS
Page No. -6-
Ford Residence
Kendall Residence
DATE: epril 18, 1977
SECTION 88OO - GLAZING
STRAHAN ASSOCIATES
DTVISIONS-DOORSAND
WINDOT{S
General:
1.01 The scope of the work in this Section includes:
A. Furnishing and installation of gLass
T.02 RXFERENCE STANDARD:
A. The Flatglass Marketing Association.
B. A11 applicable codes and regulations.
Products: ^
2.01 In addition to complying with all pertinent codes andregulations' comply with the applicable specifications,requirements and recomrnendation of The FlatglassMarketing Association.
2.02 All glass bearing the label of its' manufacturer and
conforming to Federal Specifications DD-G-45}c'
distortion free single strength or greater, as
specified herein or required by codes.
2.03 Insulating glass shall be 7/8 or I inch thick con-
sisting of L/2 inch airspace between two sheets,3/16 inch clear float glass (or tempered glass whererequired by codes).
2.04 Tempered glass shall be L/4 inch tempered glass con-
forming to ANSI 297.L 1972.
2.05 A11 glazing accessories shatl be new, first quality
of their respectJ-ve kinds, as recommended by the glazing
manufacturer, and subject to the approval of thearchitect.
Execution:
3.01 Fabricate and install a1I work of this Section in
complete accordance with the drawings, the standards
referenced and the recommendations of the selected
manufacturer.
Eord Residence
Kendall Residence
DATE: April 18, L977
STRAHAN ASSOCIATES
DIV]SION8-DOORSAND
WINDOWS
3.02 Factory glazing or job glazing shall be thecontractor,s option.
3.03 Install windows square, plumb, and straight andfinnly anchored into position for long life underhard use.
3.04 Set all glass in a true plane, tight and straight,with proper and adequate clearance, firmly anchoredto prevent rattling and looseness, with all edgescleanly cut; do not nip or seam the edges.
3.05 After the windows are installed adjust as necessary.
3.06 Leave all installed windows cleanl tight and weather-proof
3.07 Using fine-grained sandpaper - .sand with the grain tocompletely elininate all scratches abrasions infinished wood surfaces.
3.08 Set all nails and fasteners for putty. FirmJ-y puttyall holes, dents, hammer marksr, leave all finished
wood surfaces ready for painting or finishing.
Pase No. _88 _
Ford Residence
Kendall Residence
DATE: epril 18, 1977
SECTION 91OO - LATH AND PLASTER
STRAIIAN ASSOCIATES
DIVISIO}I 9 - FINISHES
General:
L.01 The scope of.the work in this Section includes:
A. Stucco, complete hrith all required grounds andaccessories.
1. Three (3) coats of Portland cement plasteron stucco netting over building paper.
2. Two l2') coates on C.M.U. and concrete.
L.O2 QUALITY ASSUFANCE:
A. Qualifications of installers:
Fox actual installation of lath and plaster, useonly skilled journeyman plasterers who are completelyfamiliar with the reference standards and with therequirements for this work.
B. Codes.and standards:
In addition to complying \^rith all pertinent codesand regulations, comply rnrith the materials handlingand workmanship provisions of "Reference Speciations",and plastering Contractors Association, Inc.
].. O3 SUBMTTTALS:
Submit to the architeqt in accordance with the provisionsof Section 01300, materials list of all Stucco andaccessories proposed to be provided a copy of themanufacturer's current recomrnended methods ofinstallation.
Products:
2.01 LATH:
IAQIa-K:Latb[ Glade B waterproofed type SFR self-frrrr.i nglath and buildinq paper with 16 x 16 gaoe ga'lvani-pa wlirg
Corp. or ecrual.
p4rje No.?s
Ford Residence STRAHAN ASSOCIATES
DIVISTON 9 - FTNISHESKendall Residence
DATE:April 18, L977
2.02 SCRSEDS AND OTHER METAT, ACCESSORIES:
2.03
A11 screeds and other metal accessories shall be
standard shapes for their intended uses and sha1l be
fabricated from 26 gage or heavier, hot-dippedzinc-galvanized steel coated with a protective material
to permit removal of overspray at completion of the
plastering.
TEMPORARY WOOD GROUNDS:
Temporary wood grounds, if used shall be seasoned, uni-
form thickness, and free from pitch and other contentspotentially damaging to the plaster.
CEMENT:
A11 cement for stucco shall be portland cement con-
forming with ASTM C-150, type I; no plastic cement
will be permitted unless specifically approved in
advance by the architect.
LIME:
2.04
2 .05
Lime used for stucco sha1l be dry hydrated lime con-forming with ASTM C-206i lime puttyr if used' shall
weigh no more than 83 pounds per cubic foot.
SAND:2 .06
2.07
2.08
A,1l- sand for stucco shal1 be clean
coarse to fine conforming with ASTMsilieu sand for finish coat.
and well graded from
c-144. White
iriATER:
Clean fresh drinking water.
OTHER I{ATERIALS:
A1l- other materials, not specifically described butrequired for a complete and proper installation ofstucco, shall meet or exceed the requirements of the
referenced standards and sha11 be subject to the approval
of the architect-
P,,,. , rlo. _21__
Ford Residence STRAHAII ASSOCIATES
DIVISTON 9 - FINISHESKendall Residence
DATE: April 18, 1977
Execution:
3.01 WEATITER COI.IDITIONS:
Po not apply Stucco when prevailing outdoor temperatureis below 40 degrees F.i if freezing is expected, do not
lpply stucco beyond the period required for properhydration and curring.
3.02 TATHING:
A. Lathing;
1. Install lathing over all substrates with thelong dimension horizontal, lapping all jointsat least one mesh but not less than two inchesIapping all upper courses over lower courses,and lapping all ends minimum 3 inches.
2. Wrap lath at exterior corners, around thecorner and reinforce with external cornerreinforcement.
3. At interior corners, fold Lath through the cornerand reinforce with interior corner rei.nforcement.
4. fn general, attach lath to supports at a maximumof six inch intervals both wavs.
B. Control ,Joints:
1. Attach control joint,s where indicated inaccordance with recommended practice to t,hesuppoxts and attach all other grounds andaccessories to supports, so as to provide truegrounds for the plaster.
2. wire, tie, nail, or staple all accessories tosupporting surfaces sufficiently to hold theaccessories in placing during stuccoing.
C. Omit lath on masonry and concrete walls to be stuccoed.
Page No. ?€
Ford Residence STRAHAN ASSOCIATES
DTVISION 9 - FINISHESKendalI Residence
DATE: April 18, L977
3.03 STUCCOING:
A. General:
Mix, apply and cure all stucco work in stric
accordance with the provisions of lhe referenced
standards.
B. Scratch coat:
Appty the scratch coat with sufficient, material andforce to form good keys, embedding and filling al-l
spaces of the netiing; score horizontally. onitscratch coat on masonry and concrete to be stuccoed.
C. Brornm coat:
1. Do not apply brown coat. sooner than 48 hoursafter installation of the scratch coat.
2. Properly dampen masonry and concrete surfaces
to be stuccoed.
3. Apply brown coat to scratch coat or to masonry,bring out to grounds, straighten to a true surffacer float, compactr and leave sufficiently v
rough to ensure adequate bond for finish coat.
D. Finish coat:
l. Do not apply finish coat sooner than seven daysafter initaltation of brown coat.
2. Apply medium textured dash finish coat inpattern approved by the architect.
E. Tolerances:
Finish all stucco true and even within 1/8 inchtolerance in five feet and Leave the finished sur-faces free from tool marks and atl other blemishes.
F. Cleaning metal accessories:
Wipe aI1 metal accessories clean after applicaLionof finish coat.
Page \o. 7b
Ford Residence
Kendall, Residence
ril 18, 1977
SECTION 2OO . GYPSUM DRYIfALL
eral:
.01 The scope of the work in this
A. Furnishing and installingaccessories.
B.
STRAIIAN ASSOCIATES
DIVTSTON 9 - F'TNISHES
Section ineludes:
gypsun drlnnrall and
oducts:
OI DRYWAI,I, I\IAIERIAI,S AND ACCESSORIES:
A1l materials in strictand recommendations of accordance with the Specificationsa single.manufacturer as Unitedr equal approved by architect.States Gypsum Company
DRYWALL:
Tapered edger 5/8 inch thick, ASTM C-35-67. (l'loisture
resistant paneT3-fn- baths)
JOINT SYSTEM:
The system shall be recommended by the manufacturer ofthe gypsum panels used, as compatible with the gypsunpaneJ-s. With a nninimum of three coat system.
FASTENERS:
Dry wall nails specially designed for application of
gypsum panels to wood framing sha11 have a length andpattern as reconrmended by the manufacturer of the gypsurnpanels used.
ACOUSTICAL SEAI-,AI'IT :
Where indicated or reguired to improve the STC ratinglprovide "Tremco Acoustical Sealant" or equal approved
by architect.
WATER:
Clean, fresh, drinking vrater.
Page No.?7
Ford Residence STRAHAN ASSOCIATES
DIVISION 9 - FINISHESKendall Residence
DATE: April 18, 1977
2.07 OTHER MATERIALS:
All other materialsr not specifically described butreguired for a complete and proper installation of
gypsum drywall, shall be as selected by the contractor
subject to the approval of the architect.
Execution:
3.01 Install drywall in strict accordance with thelatest recomrnendations of the manufacturer. TwoIayers wet resistant type surrounding tubs and showers.
3.02 NAILING:
Nails shall be spaced not to exceed 7 inches on ceilings,8 inches on wa1ls and 4 inches in bath and showerenclosurers.
3.03 FINISH CRITERIA:
Finished surface shall be completely free from
irregularities visible to the unaided eye at a distance
of five feet.
3.04 CLEANING UP:
Clean up and haul away scraps and debris from drywall
work immediately remove the spilled or splashed material
and all trace of the residue to the approval of thearchitect.
Page No.?8
Ford Rssidence STRAHAN ASSOCTATES
DIVISION 9 - E'TNISHESKendall Residence
.-. DATE: April 18, 1977
It
SECTION 93OO - TILE
General:
1.01 The scope of the work in this Section includes:
A. Furnishing ceramic tile and quarry tile.
B. Installation of t,ile (above) indicated on the
drawings and on the room finish schedule.
I. 02 REFERENCE STANDARD:
A. InstalL all ceramic tile in accordance with thelatest applicable reconmendations contained in:
l. "1975 Handbook for Ceramic Tile Installation"of the Tile Council of America, Inc.
2. American Nat,ional Standards Institute.
3. A11 applicable codes and regulations.
Products:
2. OI CERAMIC TILE:
'SuPplied by owner, instal-led hy contraetor-
2.02 SETTING MATERIALS AI{D GROUI.
A11 setting material and grout shall be epoxy mortar and
grout qonforming to ANSI A118.2-1969.
2.03 OTHER MATERIALS:
Atl other materials, not specifically described but
required for a complete and proper tile installation,
sfritt be as selected by the contractor subject to the
approvaL of the architect.
Pase No. --?2-
Ford REsidence STRAHAN ASSOCIATES
DIVTSTON 9 . TINISHESKendall Residence
DATE: ep:ril 18, 1977
Execution:
3.01 TNSTALLATION:
Install al1 quarry tile in strict accordance withinstallation l{ethod F 143-75 and ANSI A108.1969.
3.02 CLEANING UP:
Upon completion of all tile work thoroughly clean theexposed surfaces in accordance to the InstalLation Methodand manufacturerts recommendation.
Page No. @
Ford Residence
Kendall Residence
Date: epril 18' L977
SECTION 99OO . PAINTTNG
STRAHAN ASSOCIATES
DIVISION 9 - FINISHES
General:
1.01 ?he scope of the work in this Section includes:
A. Painting as specified in the "painting Schedule".
1.02 DESCRIPTION:
The term "paint" as used herein, includes enamels,paints, varnishes, stains, fillers, emulsions, andother coatings whether used as prime, intermediate,or finish coats, whether transparent or pigrnented.
1.03 STANDARDS:
In addition to complying with ail pertinent codes andregulations, cornply with "Standard (Type I)', as definedby the Painting and Decorating Constractors of Americain their "Modern Guide to Paint Specification,', 1955edition.
1.04 SUBMITTALS:
Before any paint materials are delivered to the jobsite, submi-t to the architect a complete chart of allcol-ors of all paints.
Products:
2 . 01 PAINT I4ATERIALS:
A. A11 paint materials for each type of surface shallbe a product of a single manufacturer.
B. Paint mat,erials listed herein, unless otherwisedesignated in the "Painting Schedule" shall beproducts of pratt-Lambert
Equivalent products of other manufacturers shal1be subject to approval by architect.
A11 paint materials and eguipment shall be compatiblewith the finish coats which sha1l be compatible withprime coats which shall be compatible with the surfaceto be coated. Alt tools and equipment shall becompatible with the coating to be applied.
c.
D.
l).-.;e No. /O3
Ford Residence
Kendall Residence
Date: epril L8, 1977
3.01 PREPARATION:
A. Adequately protect all work not to be painted.
B. Schedule all cleaning and painting so that dust
and other contaminants from the cleaning process
or other work operations will not fall on wet,
newly painted surfaces.
C. Unless specifically not.ed to be left rough, fiLl
holes and imperfections and smooth all surfaces
exposed to view, using the proper sandpaper.
3.02 PAINT APPLICATTON:
STRAHAN ASSOCIATES
DTVISION 9 . FINISIIES
A. General
In addition to the items scheduled:
1. Paint all grills, ventsr plates and other
prefinished items where the factory finish is
not in accordance with the painting schedule and
color selections or does not match or blend wit\
surrounding materials. t "
2. Paint in complete accordance with the manufacturer'
recommendations.
B. Allow sufficient drying time between eoates.
Modify the period as recommended by the material
manuflcturer to suit adversd weather conditions.
C. Comply with the manufacturerrs recommendations as t,o
environmental conditions under whictr the coating
system may be applied. Do not aPply paint in areas
where dust is being generated.
D. Use a moisture-meter approved. by the architect to
test surfaces. Do not apply the initial coating
until moisture-meter reading is within limits
recommended by the paint materials manufacturer-
E. Sand and dust between coats to remove all defects
visible to the unaided eye from a distance of five
feet.
Page No.&a
a
Ford Residence STRAHAN ASSOCTATES
DIVISION 9 - FINISHES[e4{a11 Residence
Date: April 18, 1977
3.03 DRY MIL THICKNESS:
Apply all coatings to the dry mil-1 thickness recommendedby the manufacturer.
3.04 CLEANI}IG IJP:
Upon completion of this portion of the work, visuallyinspect all surfaces and remove all paint and traces ofpaint of this work from surfaces not scheduled to bepainted. Maintain painted surfaces in clean, unblemishedcondition until final acceptance by the ohrner of thecompleted building.
Pacie lio. l0€
FORD RESIDENCEApril 18, 1977
STRAHAN ASSOCIATES
Recessed T.P.Nutone Div. Scoville Polished Powder Room
Dispensor Nutone Div. Scoville Pol-ished
i Recessed T.P.Nutone Div. Scoville Poli.shed
Nutone Div.Htl-695-24 "Polished
utone Div. Scoville Polished,Master Bath (2 each
Nutone Div. Scoville
/o7
KENDALI RESIDENCE
April- 18, L977
STRAHAN ASSOCTATES
=a"trffintr|iT <ca=a)L?
Nutone Div. Sco\rille #I1Its675
Nutqre Div. Soville
Nutone Div. ScorilLe *Illvl-685
Nrtqre Div. Scoville
Ford Residence
Kehdall Residence
STRAHAN
DIVISION
ASS@I
10-
ATEF
SPEpTALTTES
Date: April L8-1,977
SECTION 1O8OO - TOII,ET AND BATH ACCESSORIES
General:
1.01 The scope of the work in this section includes:
A. Furnish and install toilet paper holders, towelbars, soap dishes, tub enclosures and medicine
cabinets.
Product:
2.01 FASTENING:
All toilet accessories shall be complete with al1
necessary fastening and anchorages. Fastenings shall
harmonize with accessory.
2.02 Toilet accessories shall be a product of the manufacturerspecified or an equal approved by the architect.
2.03 Refer to toilet accessories schedule.
O Execution:
3.01 COORDINATION:
Coordinate with trades reguired to locate and adeguatelyprovide for anchorage and wa1l finish for the selected
toilet accessories in Lhe locations required.
3.02 INSTALLATION:
Install toilet and bath accessories where indicated and
in fu1l accordance wj.th the manufacturerts recommendations,
anchoring all components firmly in place for long life
under hard use.
o
Pase No. /l
rORD RESIDENCE
APril L8, 1977
STRAHAN ASSOCIATES
wurntrfiT qfi=a)ta
. fi,^NuF TuF#.anz4V\L44 NUrcZ-.
Jenn-Air 2380 EGS, 87
Black qlass
Microwave Ov
Refrigerator Top Freezer, ice maker ee o$rner lor
Dish Washer Front to match
Ronson Foodmatic
Sears Kenmore 24BLl
Electric larse capa
//3
KENDAI,L RESIDENCE
April L8, L977
STRAHAN ASSOCIATES
o
i.: :-:- r: :.
o
//€
Ford Residence
Kendall Residence
Dater April 18, 1977
General:
I.01 The
STRAHA}I ASSOCIATES
DrvrsroN tL - EQUrP!,1ENT
a
SECIION I19OO . RESIDENTIAL EOUIP}4ENT
scope of the work in this section includes:
Furnish and install equipment.
Guarantees:
A.
B.
Upon completion of the installation and as a con-dition of its acseptance, deliver to the owner allcopies of guarantees, warrantees, operatinginstructions, and maintenance instructions.
1.02 PRODUCT HANDLING:
Furnish all items in proper operating conditionand without any defects or damages to the finish.
Use a1l means necessary to protect residentialeguipment before, during, and after installationand to protect the installed work and materials ofa1l other trades.
In the event of d.amage, imrnediately make all repairsand replacements necessary to the approval of thearchitect and at no additional cost to the owner.
Products:
2.0L A11 equipment shall be a product of the manufacturerspecified, or egual approved in advance by the architect.
2.02 Refer to equipment schedule.
2.03 COLORS:
A11 colors shal1 be as selected by the owner from thestandard range of colors of the selected manufacturers.
2.04 OTHER IT{ATERIAIS:
A11 other materials, including but not limited tofiller pieces, ang:les, mouldings, pigtails, mounting
devices and other items, not specifically described butnecessary for a complete and proper installation asindicated on the drawings, shal1 be new, suitable for
the intended use, and subject to the approval of thearchitect.
A.
ET
c.
Paqe -'io. /17_
Ebrd Residence STRAHAI.I ASSOCIATES
DIVISION 11 - EQUIP},IENTKendall Residence
Date:April Lg, 1977
Execution:
3. 01 SURT'ACE CONDITIONS:
Prior to ordering or installation, verify egui-oment may be
installed in accordance with the manufacturersl
recommendationsi notify architect in event of discrepancyt
do not proceed with installation in areas of discrepancyuntil all such discrepancies have been ful1y resolved.
3.02 INSTALLATION:
A. Instatl in accordance with layout shown on plans and
in strict conformity with the manufacturer's
recommendations .
B. Check and. make necessary adjustments to insure that
all installed items operate fault1ess1y. Upon com-pletion of installation and hood-up of equipment, Put
each item through a compJ-ete operating cycle and
verify that al1 eguipment is properly installed and
properly operating; verify that all trim is in place;
adjust all components as necessary to ensure continued
proper operationi remove all labels from equipment
and remove all packing materials from the job site.
C. Protect and maintain equipment and instalLation in
this section in first class condition until- afterfinal acceptance of the completed building by the
owner.
Page No.
Ford, Residence
Kendall Residence
Date: _4pfi1 !9t L977
STRAHAN ASSOCIATES
DTVISION 13 . SPECIAL
CONSTRUCTION
SECTION 1317 . SAUNA
General:
1.01 The scope of the work in this section includes:
A. Furnish and install sauna as indicated ondrawings.
I. 02 REFERENCE STANDARD:
Al1 applicable codes and regulations.
Product:
2.OL SAUNA UNIT:
Model *80B bv Vega Sauna Comganv; Denver, Colorado oreoual approved bv the architect.
2.02 OTHER I4ATERIALS:
All other matefialsr including filler pieces, anglesmouldings, mounting devices, controls and other itemsnot specifically described but necessary for a completeand proper installation as indicated on drawings, sha1lbe new, suitable for the intended use, and subject toarchitects approval.
Execution:
3.OI SURFACE CONDITIONS:
Prior to ordering or installation, verify equipnent maybe installed in accordance with the manufacturers'recommendationsi notify architect in event of discrepancytdo not proceed with installation in areas of discrepancyuntil all such discrepancies have been fully resolved.
3.02 INSTALLATION:
A. Install in accordance with layout shown on plans
and in strict conformity with the manufacturer's
recommendations.
Pase No. -/l-
Ford Residence
Itend a 1 'l Rpsi danna
Date: AFri I t F" 't e??
STRAHAN ASSOCTATES
DIVISION 13 . SPECTAL
CONSTRUCTION
IJ.Check and make necessary adjustments to insure thatall installed items operate faultlessly. Uponcompletion of instaLlation and hood-up of equipment,
Put each item through a complete operating cycleand verify that all eguipment is properly installedand properly operating; verify that all trim is inplace; adjust all components as necessary to ensure
continued proper operation; remove aLl labels fromequipment and remove all packing materials from thejob site.
Protect and maintain equipment and installation inthis section in first class condition until afterfinal acceptance of the completed building by the
owner.
c.
Page :io . /?i -
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KENDALL RESIDENCE
Agrril 18, L977
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J. R. IIANEY ASS@IATES for
STRAHAN ASSOCIATES
GENERAL NOTES PERTAINING TO ALL STRUCTUML DMI^IINGS
Concrete has been designed and shall be constructed inaccordance with the American Concrete Institute buildingcode (A.C.I.318-71) and (A.C.I. 30L-72) "Specificationsfor SEruct.ural Concrete for Buildines". Sebtion 1.3"Inspeetion" of A.C.I. 318-71 is defeted in entirety, see"Field Observations" paragraph. Al1 concrete shall'be ofstone aggregate concrete, 3000 psi minimrln compressivestrength at 28 days.
Reinforcing is to be new biller sreel A.S.T.M. A615 grade4'd.--iGTeA wire fabric shatl be in accordance with A.S.T.M.A185. Provide corner bars to match all horizontal rein-forcing in cast-in place walls. Provide noL less than2 /45 around all sides of all openings in concrete wa1ls,and extend 2'-0" past edges of openings. Provide 1apsplices as follows: ll5 = 20" , lfly = L6" .
Bar Placing: A11 reinforcing shall be placed in a mannerso as Eo avoid displacement when pouring concrete. Barsshall be placed to clearances noted on drawings.
Retaining Walls: Basement walls are designed to beport=a-to-p- anfbottom by floor constructi5n. Wallsto be backfilled until such floors are in place orshoring is provided.
lqllndations: The structure is to be founded on spread footingsllE6-?i-"Tlowable bearing pressure of 2500 psf . See soilreport lF L3,370 dated July 1, L975 , as prepared by Chen &Associates, Inc. for Ehe preceeding and all other pertinentinformation. The contractor shall be fully versed in allaspects of the soil report prior to sEarting excavation.
Structural sleEl , ineluding cast-in angles and plates shal1t_t_r-i_r___-be detailed, fabricated and erected in accordance with theAmerican Institute of Steel Construction (A.I.S.C.) speci-fication and code of standard pracEice. Use A36 sEeel and
,{307 bolts.
Wood shalL be douglas fir-larch - Studs: consEruction grade,ffit t ltL and beEter, Beams ll2 ---- unless noted other-wise on the drawings. Provide bridging at 8?-0" o.c. maxi-
tnum, solid blocking between joists at supports. A11 woodconstruction sha1l be in conformance with Ehe "NationalDesign Specification for SEress-Grade Lumber and It's Fasten-ings", latest edition.
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ABrtl 18, L977
J. R. H,AltEY ASSOCIATES for
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Field oPegTvptions: The conEracror shall inform rhe archirectaE reaEt 24 hours prior to easting concrete, so 8s to a110wthe archltect the bpporrunity to leview itre'pr""er"ot of rJin-forcing Bteel.
Live Loads Used In Design:reold -- -- 65 p.s.f.:Floor & Balconies ------- ---- 40 ir.".i.lflnd ---- 2i ;:;:i:
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