HomeMy WebLinkAboutPRJ99-0358 B00-0061 LEGAL\)onpreo / t\loo
DEPARTTiIENT OF COMMT'NITY DEVEI,OPMENT
NOTEI TIIIS PERMTT MUST BE POSTED ON iIOBSITE AT ALL TIMES
PLTJMBING PERMIT Permit #: P00-0070
rJol:r Address: 14L w MEADOVI DR
Lo;::,'Lcion...: i41 W MEADOW DR,
Pa:..rel No.. : 2101-071-04-002
Pro:t ecE No-: PRJ99-0358
EAGLE COU}'TY PLI]MBING & HEAT
P O BOX L:-3, GYPStli.l Crf, 81637
EAGLE COU"|\T'fY PIUMBING & HEAT
P O BOX 1:.'13, C','F$rT.'l lC 81637
NORRIS JO;If.I M
1-41 W yg;1,-'ti)'lri DR 2, VAII, CO 8]-657
DeecripEion: REDo HO'r viAitEk BASE FoR i{DDrTroN valuation:
rr a -ua):a:')t !'tad (.:r'ieli-_)
rt. I;1, F!'ES 27.15
***r******.,.*r* FEE SUUUAnY.irra*+.rrrrrrr**rr*rr**..*rlttt**.!r**ta**+***aa*'tftt*tftTotrl erlculatrd F6.a---> 2L.75
Iddigionel pc..---------> .0O
STAEUS..,: ISSI'ED
SKAjAL HAAPPlied. . t O'7 /t2/2000Igsued...: 07/]-4/2000
Erq)lreg. . : oLllo/zooL
Phone: 303-524-9376
Phone: 303 -524-9375
Phone: 970-476-3250
200.00
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81557
970-479-2L38
APFLICAI'{:r
COIITRAqIOR
O$INER
Plutrbing- -- -->
Plan chack- - - >
Inv.rtiEatsion>
will call---->
15 . riO
. oo
3.0J
Item: 05100 BurL-,
o7 /L4/2000 KATri!IEem: 05600 FTll,;'
O'7 /L4l20,O0 iG'l)iY
yrr,*+r*r.r*rt***rrrrt**ir.rrttJ**.rr+irtt*t*f**J*****'a*lt***t*tt*ta***t*!l**
CO:!:I?IOI[ OF APPROVAL
1. FIELD tNSeEgflOi\S -!.:tu ltEQUiRsO 'fO CEEC4-EQB-qODE CQI4PLIAN-qE:2: fi6-FARKifIG-dR-.iniEd';:;-,; tjE-f'rrifFr.rr,s-iS-er.LowED oN Tolvl[ oF vArL RrGtfr op l{t'l.ia.
,.r G DEE'ARfl.${l\rI DeBli BUILDING Divisionr
AcLion: gPPR APPROVED PBR-KW ---,:q!?A.i.TTvtElrr -bripr i rrns Divislon:
.\c: iorr: ,].FPF. N,/A
Togal PcroLg Fcc'_--_--->
PalB.nta--------
EA'.A$CE DI'B- -. -
r r t*J.' i rrrritt a * a
I hrreby Nclsrowledge th4t I have r.ad
plan. llld alate th8u air i:lre rlriorl(3t
!o couply rlth aII Toqr. orcij.tl,inces nn
codaa, deligrr revlew approvc,l. unifDr
REQBPSTS POR INSPESfI'\S SHAIL 3g lrlDl
| . ir.***t*l*ttt**+tl*t*r*rtrr**t**t***tatf**t''****ft**i+tt*ltrtta*ltltrit
I J!a!(l ]a!/r, a"1,1 l^ L,Jlld thi6 tcructurg to Ehc Toxn'r zoning rnd
accufrt€ ploL
rnd plot pl.n,
Eu.bdLrt!lon
rtrplicable rh.fltso
IENT'J -tsOI/:? IICIJ': J IN ADI]ANCB BY IEI'EPHONE}/ I?9-273I OR AT gUA' OFFICE rRoU 8:0o Al,l 5!00 PM
DNCI.ARATIONS
ih:er apFlicaEior ftlled out ln full the lnforMcion reguirod, coEltlec'd rn
_r,L pr<.rvidcd ae te,l.rire.t ia co:jrccc. I agf.e Lo coEFly itleh thc infor.Balion
OF OV{NER OR FOR H!!{8EIJF AllD OI{NER
*+************************************************t****t********
TotfN oF vArt, coLoRADo stateffirE
***t*t********rtrt********tr****!r******************t***************
SEaeemnt Number: REC-0tlr4 Ailount:2L.75 07/L4/OO LSz25
PaymenE ueEhod: CIIECK NoEation: #4242ICOIIRTOIS Init.: XMt{
B-PLMB PI.I'I'BING PERI'IT
SI(AAIJ HAUS S2Total Fees:
2L.75 Total AJ,f,, Pmts:
Balance:
PP OOAOOOO31112OO PI.I'MBING PERMIT FEES
PF 00100003112300 gLaN cHucii FEES
WC OO1OOOO31128OO !{;:LL (SLL INSPECTION FEE
Permit No: P00-00"J0 fiPe:Parcel No: 2101-0:!1-04-002
SLt.e Addrese: 141 w ilEADoI'I DR
l,ocation: 141 W $IEADOW DR,2L.75
2L.75
.00Tlris Paymerrts
**t*********rl****{l***.!: t.*'***t***'+***********!r****t*********!'***
Account Code DeeeripLirrrt AmounE
15.00
3,75
3 .00
*** !t * * * * * * * * * * * * !r * * * * * * * * * * * ** * * * * * :r * * * * * ** * * * * ** * * **** * * * * ** * * *
TOWN OF VAIL, COIJORADO StaEemnt* * * * ** * * it * * * * * * * * * * * * * * * * * * * * * * * * * rr !k * * * * * * * * * * * ** ** * * * * * * * *** * * *statemnt Number: REC-0{:rr4.Amount: 2L..rs oT/Ll/oo LSz2sPalnnent Met.hod: CHECK NoEaE.ion: #aZaZlCOUnfOfS Init: KMW
This Payment
****t'****** * r. A * ** * 4 t *:* *;
B-PIIVIB PLII'IBING PERMIT
SKAAL HAUS #2Total Fees:2L.75 Total ALL Prnts:
BaLance:
.L *'* * r1* * *. * * * * * * * * * * * * * !t * * * * * * * * .* * * * * * * * *
Amount
15 .00
3.75
3 .00
Permit No: P00-00",0 1lpe:Parcel No: 2L01-CI?1-04_002Slt,E AddrCSS: 141. W T,IEADOW DRLocat.ion: 141 W |,IEADOW DR,
2L.75
2L.75
.00
Accounts Code Descript.j-orrPP O01OOO031.1]-2OO PI,I'MBING PERMIT FEESPF 001000031r2300 pt,AN CHECK FEES
WC 00100003112800 r,fr:Ll-, CALL INSPECTION FEE
APPUCATION WILL NOT BE ACCEPTED IF INCOMPTETE OR UNSIGNED
Project #z Q
Building Permit #:'@//7
Plumbing Permit *: POO - OO-1O
970-47 9-2149 (Inspections)
mwvaFvtn
75 S. Frontage Rd.
Vail, Colorado 81657
Contact Asressrc Otrtce at 97O-328-864O orvisit for Parcel #
Parcel # (Required if no bldg. permit # is provided above)
Job Name: , ./- - Noff1e 1UHaPFL
>gtrL [*Ar5Joo Aootessi /q/ ETudpaal D< 1*Z
Lesat Description ll r-ot' ll ero.r.' ll ririnn'Subdivision:
ownersNamerb^, */o6p;1 llM&ess/.tl E rlafr,d,) D F, ll ehonef e, 3zro
Engineer:Address:Phone:
Detailed descripticin of work:
t?Eb b ,4 f 4,,C 843€ ,Fa/< 4+b.T/o ^//
WorkClass: New( ) Addition()<) Alteration( ) Repair( ) Other( )
Type of Bldg.: Single-family ( ) Duplex ( ) Mutti-famity ( t{ Commerciat ( ) Restaurant ( ) fther( )
No. of Existing Dwelling Units in this building: 6)No. of Accommodation Units in this building: ?
Is this a conversion from a wood burning fireplace to an EpA phase II device? yes ( ) No (X)
COMPTETE VALUATION FOR PTUMBING PERMfT Gabor & Materials)
PLUMBING: $ &o-
CONTRACTOR. IN FORMATION
Plumbing Contractor:
&+,d ta:_EctnA-/+dq
Town of Vail Reg. No,:
tzu?
conract and phone +'tt (Xgft7b/9pt++t-t.a4E SZo:fr,iF
-eontractor Signature:
JUL 12 2000
+s'
F/everyone/f orms/plmbperm
HOW DID WE RATE WTTH YOU?
L?l3q
all that applies.
Environmenhl_Housing, Admin
DFB PEC
your initial contact liith o;r statrinmediate slorrr:_or
one available_ _?
were required to wait, how long was it before you were
your prolect rwiewed on a tirnely basis? Yes / ti,lo
ftis your first lime b file a DRB app_ PEC appPermit N/A
rate fte performance of &e sffperson who assisted you:
{321Name:
gei responsiveness; availability)
is the best time of day fur you b use fie Front Service
9.commenb you have which urould dlow us b better serue you
next
you for taking the time to complete ilris sun ey.
b rnproving our service-
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 8r.657
970-479-2L38
APPLICAI\TT
CONTRACTOR
OWNER
Job Address: 141 w MEADoW DR
LocaLion-..: 1-41 W MEADOW DR #2,
Parcel No.. : 2LOL-O7L-04-OO2
Project No. : PR'J99-0358
COURTOIS BUILDING GROUP, INC.
P.O. BOX 1313, VArL, co 81558
COURTOIS BUILDING GROI'P, INC.
P.O. BOX 1313, VAIL, CO 81658
NORRIS JOAN M
141 W MEADOW DR 2, VAIL CO 8a657
R1 Multi-FamilY
V L-HR T:ype V ]--Hour
50,480
DEPART'I\4EI;{T OF COMMI]NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT PCTMiL #: B00-006]-
Status. .
SItAALApplied.
Issued. .
Expires.
ISSI'ED
04/a4/20oo
os / 04 /2OOO
Lo/3]-/2ooo
Phone: 970-476-9233
Phone z 97Q-476-8233
Phone: 970-475-3250
Description:
R3MOVE AI{D CONSTRUST NEW SOUTH WALL'NEW STAIRS
Occupancy:
1]4)e Construction:
Type OccuPancy:
Valuation:Add Sq Ft: t54
PirepLace Informatiott: Restricted: YES $of Oa6 Appliarrcea:*Of Gae Logs I *of wood/Pal1€t:
***{*t****rr**a******+**************r***}******+*********** FEE SUI,IMARY ***+****t****tt***r*t*********tttr*'t*}**i*ir**t*4it*i*'r*+t
Building,-----> 495.00 Reetuarant PIan Reviet{--> .oo Iotal Calcul"aled tee6---> 1-'723 '15
Plarr check---> 32]-.75 DRB P€e-------- 10o'OO Aclditsional Fee3---------> '00
InvesEigation> .oo Recreation Fee----------> 154-OO Tolaf Pennit Fee-_--_---> L'323"75
wi11ca11.'-.>3.ooclean-UpD€Posit-------->25o.ooPaymentss------.--.----->
TOTAIJ FEES'----
***rr*rrrrii***
IEem: 05j-00 BUILDING DEP.ARIIV1ENT -^ Qgp-L: BUILDING Division:
627 io t i6oo -KATHY- --.-AEElb;; notu noqlt-p TQ-rRff6i'tiZ'tzo6o ?iAfIrY Aaaion: NorE oFFrcE sET To JRM
04'/26'/1060 JRItt AcEiqn i APPR APPRoVEDItem: 05400 PLANNING DEPAR{I,IE-NT-- - -_ -^ pQpE: PI,ANNING Division:
627}6/,600-KATI{Y- -- -AEE-ibn, t'tore RoIrrED To Ao-
o4't24'/zooo AocHs Act.ion: APPRiiAfit;'oie oo FrRE DEP.i\RTMENT Dept: FrRE Division:
o4llot20oo KATHY Action: APPR N/A
rLem: Ossd0-Etiir-,rC wcjnff--_' - _ :-': Dept: PUB WORK Division:
647;d/r6o6-KAtFV- - "ACcion, APPR N/A
*rt**-r*t.l*****t*a***rrr*rr****r*+l*rr****:r*r********rrtr*t*a***it*r**+**,r*****tt,t*i****ttt***tr*!r*at*t*t**rrr*****t*i*'*t!:
See page 2 of this Docunent for any condiuions thaE may apply Eo this permit
DECI,ARATIONS
r hereby ackno*redge that r have read chis application, filred out in full the infor'lFtj-on !6quj'red, coinltleLed an accurate pl'ot
plan, and 6taee thag all Che infornaCion prowided ae requited iE colfect. I aglee to conPLy eigh the ilrfofitation and ploC PIan'
!o courply lrith all A0!rn otdinancee and etab€ lawe, and to buird thi6 €Eructure according t-o the Toirn's zoning and gubdivision
codcs, aesiF fevien appfovad, uniform Building code and otsher oldinances of Ehe aown aPplicable theletso'
REQUESTS FOR BEMADETWEIEY-FOURHOTIRSINADI'ANCSBYTELEPHONENT+7g.2\3SORATOUROFFICBFROMA:OOAI,I5:OOPM
Send Ctean-Up DepoEi't To: COURTOSI BLDG GROUP
**********rr*********************************************************************
CONDITTONS
Permit #: 800-0051- as of O5/04/oO stsatus: rssIrED
********************************************************************************
PETMiT TIPE: ADD/ALT MF BUIIjD PERMTT
appliclnt: coIIRTors BUTLDTNG GRouP, rNc'
970-476-8233
Applied: 04/L4/20Ooiisued, 05/04/2ooo
To F,)q)ire z L0/3t/2o0o
ilob Address:
r-,ocation: 1,41 W MEADOW DR #2, SKAAL HAUS
Parcel- No: 21-01-07a-04-002
Description:
REMOV-E AI\ID CONSTRUCT NEW SOUiTI WALL,NEW STAIRS
Conditions:
l_. FrELD INSPECTIONS ARE REQUTRED To cHEcK FoR CODE CoMPLIANCE'
2. AI_,L PENETRATIoNS IN WALLS,CEILINGS,AND FI-'ooRs To BE SEAL'ED
WITH AN APPROVED FIRE IIATERIAL.
3. SMOKE DETEcToRs ARE REQUIRED IN ALI-, BEDROOMS AND EVERY STORY
AS PER SEC.310.5.1 0F TI{E 1997 IIBC.
4. FIRE DEPARTMETIT APPROVAL fS REQUIRED BEFORE ANY WORK CAN BE
STARTED IF TIIERE TS A FIRE AIJARM OR SPRINKIJER SYSTEM EXIST-
ING IN TIIE AREA OF CONSTRU TION. TH]S WILL PREVEI T FALSE
ALARMS.
tttt***.trltrt*****t*****r**ir*t******ttl*****+*++**t**tt*+*****t**t
TOI{N OF VAIL, COLORADO gtaternnt
* ********lt**!l!t!t jt*1}*t*l *f :t*t*lti'**** jl*** t !t * jl ** *ll}l *i:t** ***ii***'.*t
statemnt Nunber: REC-O623 Lmount: L,273'15 05/O4/OO 14t44
.Pa)rment uethod: 4121 Notation: clolrRTols BuIIiDNG Init: iIN
Permit Nor BOO-0051 Tgre: A-!dP ADD/ALT UF BITILD PER
Parce1 No: 2101-071-04-002
glte AddreBs: 141 w lt'ttADow DR
Locatsion: 141 If uEADow DR *2, SKAAL mus
Tota} FeeE; ! '323.75
Thle Paynent r ' 273 '75 Total AI'iL PutE ; L, 323 ' ?5
Bal-ance: ' o0
i*****'t******!r**i**!r*******t****tt***'ltt*tl****t**l***at**t*':ltt*
Account code D€scrLption Araount
BP 00100003111100 Burr,DlljlG PERUTT FEES 495'00-
DR OO1OOOO31122OO DESTGI REVTETC FEBS 50'oo
PF OO1OOOO31123oO PLAN CHESI( FEtsA 32L'75
AD D2-DBPO8 CLEANUP DEPOAITS 25O'OO
RF 1110000311?700 RBCRBATTO:{ FBES 154'OO
WC OO1O0OO311280O WILL CAIrfr MgPEqfION FBts 3'0o
Building Permit #:
MVNOFYAIL
75 S. Frontase Rd.Vail, Colorado 81657
97 0-479 -2149 (Inspections)
Separate Permits are required for electrical, plumbing, mechanical, etc.!
Conbct Assessorc Office at 970-328-864O or visit for Parcel #
-p4r,cer-! Z t o ta 1 w 4CcrZ-
ll ":- Dro,r 2 rob Address: lztl Lu, Meno'"rf}, f 2
Legal Description Y.Wr4l eucr: f) ?- ll o',,ng,Sg3rr-r€-Subdivision:
owners Name:
-b141L) ll.]x2ts 11
ntoress: ;qrl o,'ll*oeo ntl,nnonefl:[s'l t+74-ZZb
Arch tecvpesi g ner :
Kro.f a*-,*3zbhcdstfo4r PD enone?la)w- u-37
E ns i nee r : tv\duB64 J$a ri,IlWW@
Detailed description of worFlvla'Ve '5W
*r:7a lunr1-t- Bfua.,tE$ra -t^*iu A D^*=y' r-, o
L Fv €v, C/lt.nrnoe't tJsr+r3rt:l>rrustf Orrtrl9'c+t A
WorkClass: New() Addition0Q Remodet ffi Repair( ) Demo( ) Other( )
Work Type: Interior )Q ExteriorlQ Both (Does an EHU exist at this location: Yes ( ) No DO
Type of Bldg.: single-family ( ) Two-family ( ) Multi-family 01) commercjat ( ) Restaurant ( ) other ( )' ;\'
No. of Existing Dwelling Units in this buitding: ( Tarl*lb.',H. of Accommodation Units in this building: '
Noffype of Fireplaces Existinq: Gas Appliances ( ) Gas Loqsbd Wood/pellet ( ) Wood Burninq (
Noflype of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs 0O Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: I". ( ) No (X) BftTrea
co MPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materiats)
BUTLDTNG: $
YSO, Arc9 ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $rorAl: s 50t l't8o
REI;UND CLEANUP DEPOSIT TO: Cnlgilc,r= e,l-DGT efablJP
General Contractor:
C.rr>o'rsrs @eluo rrol ftr o:O
Town of Vail Req. No.:
3otp--O
Contact and Phone #'s:
?hrll,Pe jp'o'23;51
Contractor Signature:
*:r***********************,r*************FOR OFFICE USE ONLy*************************************
F:/everyone/forms/bldgperm APR 14 2000
ccetve(
* nor AFFEnNIQ t"rw1t{AN lboqSuwtrEAEE\ Lltos ts}*l
Design Review Action Form
TOW}[ OF VAIL
Project Name: Norris Residence
Project Description: 250 addition
ProjectNumber: prj99-0358
Owner, Address, and Phone: Joan Norris
141W. MeadowDr.#2
Vail, CO 81657
476-3250
ArchitecVContact, Address, and Phone: same as above
Project Street Address: l4l West Meadow Dr. #2
Legal Description: D-2, Vail Village 2nd
* Parcel Number: 2l0lO7lO4OO2 Buildinc Name: Skaal Haus
Comments: Uses 154 sq. ft. of r'250r1
Board/Staff Action
Motion by: Hans Woldrich Action:
Seconded by: Melissa Greenauer
Vote: ,f-0
Conditions: 1. all materials to match existing
2. skylight sct into roof
3. Flashing of slrylight to match roof
Town Planner: Allison Ochs
Date: 04114100 DRB Fee Paid: $50
Project Name: Norris Residence
Documentl
Approved with
conditions
LLlgt3lL999 14:15 t'{tR(E r.Er,€U_
,l
Ilete:
october 21,1999
Monroe & Newell
Engineen, lnc.
STRUCTT]RAL GEI\TERA.L NOTES,
FRAMING PLAI'IS AIYD
DETAILS
NO@rs
PesqQ . o3s€l
FORIIIE
SI(AAL HUS, UNIT 2
RENOVATION
Vail, Eagle CouU, Colorado
Preparcd By;
Monroe& Ncwctl
PO Box 1597
Avon, Coloredo
70 Ben<hnark Rord . Su:rc 204
(970) 949-7768 - FNt (970)
I
' P.9. 8or
9{e-{fs{ o
I
1597 - Avon, Colorrdo 8l
emlil: noentrs@veil.ac:
PAGE 621L3
Inc.
'- Town of Vail -'
FFICH COPY
Date Rcceivet
APR i 4 2000
PP,5qq. oosB
Boo- oobr
r1lu3l1999 14:1.5 ISN(E I€OJELL pA€ 83tt3
Monroe & Newell
Eagineers, Inc.
* +y+t* lb,-^*,
(F
OATE
|rlrE
LLt t03t LaSt 14: 15 sa8Ba88
Monroe & Newell
Engr|recrt. !nc.
M0.ROE
'.EhELL
.o9
snEET l\O.
calc{.LAreo EY
LLIV3/L999 14:15
0
fr#sffut1lil{!vf
oaaooag
Monroe & Newel]
Angrrccrc. lnc.
il}fiE I.EhELL PAGE O5IL3
.lF
I}AIE
DArl
' -+-'- ---li.l+
LLtvsfL:Jts 14:L5 A6SA60A H$RAE |CbELL PAGE B6113
Monroe & Newell
En{,,nccc. In'c.
,t-. +4-h;=,tz
ortccD gY---g____ 0AT!
srerrn lr
c^.a..'soe"-----45--:- .^* ll-l - 11f __ II
i r : i ,9 i . '. : i i:ti,:' 'a'
I:iji i,: r:j :l
,ld}rFtaFat|
LL/8?1L999 14:15 gsgSBgA
PROfECT: SI(AA HUS fA RENOVATION
M&r.i #4675
DATE: OCTOBER21,1999
1. LIVE LOADS USED tN DESIGN:
A ROOF
B. WPICAL FLOOR
C. EXTERIOR DECK
O. WIND1, BASIC WIND SPEED2. EXPOSURE
E. EARTHCIUAKE
COIICRETE ITEM
FOUNDATION WALLS
SLABSONGRADE
OOERIORCONCRETE
I{}.RUE I'EI.JELL
0.50
0.45
PA€E 871L3
GENERAL NOTES
4.
TESTING:
A CONTRACTOR S}IA11 PgPNUH OR PROVIOE COORDINATION FOR TESNNG AS REQUIRED
BY THE PROJECT sPEctFlcATtoNs. THE TESTING PRoGRAM SHALLIE cooRDtNATED wrTHTHE PROJEfi OWI{ER, ARCHITECTAI.ID STRUCTUMT E}.IGINEER.
B. ,N THE ABSENCE OF OTHER REOUIREMENTS, THE CONTRACTOR SFIALL FURNISHINDEPENDENT TESTING OF SOIL COMFACTION, CAST-IN.PLACE CONCRETE
STRENGTH AND REINFORCING tO THE EXTENT NECESSARY TO ASSURE C:ONSTRuCTION tsIN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS.
FOUNDATIONS:
A. THE AIIOWAELE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2OOO PSF. THE
CONTRACTOR SMLL RETATN A LICENSEO SOILS ENGINEER TO tNsp-CT THE FoUNDATIONe(cAvATloN. sols ENGINEER SHALLVERTFy rN wRrlNG THE Acrua solLs cApActry rsEQUALTO OR GREATERTHAN ASSI.JMED.
B- CONTRACTOR SHAI.L BACKFILL EOUALTY ON EACH SIDE OF FQUNDATION WALLS IN 12INCH
MAD(MUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT, REFER TO SOILS
REPORT FOR BACKFILL IUATERIAL.
SIAB ON GRADE
A, MOVEMENT OF THE SI.AB ON GRADE I,'AY CAUSE DAfUAGE TO A}IYTHING CONNECTED TO
BOTH THE SI-qB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLP.TION DETATI*S
FOR PARTITION WALLS, BASEBOAROS, PIPING ANO OTHER ITEMS MAY BE ITEQUIRED,
REFERTO THEAPPROPRIATE DRAWNGS OR CONSULTWITH THE ARCHITECT PRIORTO
CONNECNNG ITEMS TO BOTH THE SI-A8 ON GRADE AND OTHER PORNONS OF THESTJPERSTRUCruRE.
CONCRETE:
A" ALL cASTlt$PtACE CONcRETE SI{ALL BE tttADE wtTH TypEUl poRnA{D qEMENT, sToNEAGGREGATE AI.ID SHALL SATISFY THE FOLLOWING REQUIRfrENTS:
100 PsF
40 PSF
100 PSF
80 MPH
B
ZONE I
MN(WCRAnQ %A|RREO.
o.
FC MIXTYPE
3(Xn p6i STD
3000 ociSTD
4000 psi CNA
6 1n g1- t 12a7oy
6 112 \+h 1 112o61
LtllslLg9g 14:15 ESgggOA I'{IR(E tEr,ELL PAGE Oeng
B. IF CONCRETE SUPPLIER PROPOSES WE OF FLYASH HE S|{A!L PROVIDE OWWR WITH
LETTER INDICATING COST REDUCTION ATT]ME OF BID. THE MODUTUS OF EI.ASTIC]W OF
ALL CONCRETE SHAIL EXCEED WC1.5 $ irC (ON SZ,OOO \'FC NORMAL WEGHT
coNcRETE).
C. CONTRACTOR SHAII- TROWELCUT JOI}.TTS IN SLABS ON GRAOE. JOINTS SI{ALL BE SPACED
10 FEETAI{O TROWELCUT 1/4 OF SIAB DEPTH X 3/1d'WIOE. CARRr AtL SIIB
REINFORCEMENT TI{ROUGH JOINT.
D. SI-ABS, BEAMS AttD WAtrS SHALL NOT HAVE JOINTS lN A HORIZONTAL pt NE. AllY STOP lN
CONCRETE WORK MUST 8E T$ADE AT THIRD POINT OF SPAN W]TH VERTTCAL EULKHEADS
AI.ID HORIZOI.{TAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUg'IION JOINTS
SI{AI.L BE AS DETAIED OR A.9 REVIEWED BY THE ENGINEER.
E. AT,L CONCRETEWORI( AND REINFORCEMENT DEIAILING SHALL BE IN ACCORDA}ICEWITHrcI BUITDING CODE 318 UTEST EDITON. UNLESS NOTED OTHERWISE. USE STANT}ARD
HOOKS FOR OOWELS UNLESS OTI'IER\^'ISE NOTED. ALL EXPOSED EDGES OF CONCRETE
WORK SITALL HAVE 3/4 IHCHC}|.AIIFER.
6. REINFORCEMENT:
A AtL REINFORCING SHALL BE HIGII-STRENGTH OEFORI,|ED BARS CONFOR!,IING TO ASTM
GRAOE 40.
B, WELDED WRE FAgRtC SHAI CONFORM TO ASTM A1E5 GRADE 05 AI{D SI{,qLL BE IAPPED
ONE FULL MESH AT SIDE A}ID END SPL]CES AI.ID WTRED TOGETHER.
C- REINFORCET,IENTPROTECTION:1- COIICRETEPOUREDAGATNSTEARTH f2, CONCRETE POUREO tN FORMS (€XPOSED TO WEATHER,OR EARfi) I3. COLUMNS Al.fD BEAI|S OtE BARSI r1n-4- SI"ABSANDWALIS (NOT EXIPOSED TOWEATHER) st{
D. REINFORCEMENT PLACEMENT AIIO TOLEMNCES SHATL BE IN ACCORDANCE WITH
sEcTroNs 7.5,7.6 AND 7.7 OF ACt 318, LATEST ED|T|ON.
E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS OETAILED C}R AI.'THORIZED
EYTHE STRUCTURAL ENCINEER LAP SPIICES, VWIERE PERI'ITTED, SHATI. BE A MINIMUM
OF ag gap g6orETERS FOR #8 B RS AllD SMALLER AtlD SHALL 8E A MINIMUM OF 80 BAR
DIAMETERS FOR f/ AND #8 RETNFORCEMENT UNLESS OTHER\ rlSE NOTED. MAKE AlJ.
BARS CONTINUOUS AROUNO CORNERS.
F. PTACE TWO #5 (PER r THICKNESS) Wm{ 2'{ PROJECTION AROUNO AL! OpENr}.tcS tN
CONCRETE WALS, SLA8S, AND BEA['S. ALSO PROVIDE TWO #5 X44 DIAGONALLY AT
EACHCORNER.
G. CONflNUOUS TOP AND BOTTOM B,qRS N WAIIS AND BE{MS SIIALL BE SPLICED AS
FOIIOITTS: TOP EARS AT MIDSPAN, BOTTOM BARS oVER SUPPORTS.
7. STRUCTURAL STEEI.:
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 $(CEPT P]PE COTUMNS WHICI.I
€TITu'O*'ORM TO ASTM A53 AI,TO TIJBE COLUMNS TO ASTM A5OO, GRADE B. IJTEST
EDMONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HtS OPTION.
ITiISCELIINEOUS EMBEDDED I?EMS SHALL EEA36 STEEL
B. AtL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNT'G TIGHT
CONDfTION. ALL AI{GHOR BOLTS SHALL CONFORM TO ASTM A3O7 UNLESS NOTED
OTH€RW|SA
LLtVstLtYg t4:1,5 w@aga IIII.RTE ].EI€LL PAGE g9IT3
c.
D.
E.
STRUCTURAT STEEL SFIALL BE DEIAILED AND FABRICATED IN ACCOROANCE WITH THEIATEST PROvtStONS OF A|SC 1i|ANUAL OF STE€L CONSTRUCTION."
A!+ WELOER9 SltAtr HAVE E]/|DENCE OF PASS|NO THE AMERICAT.| WELDTNG soctETySTANDARD QUALIFICATIONS TESTf'A8 OUTLINED IN AWS-DI.1.
MINIMUM WELOS TO 8E PER AISC TABTE J2.4 BUT NOT LESS TTIAN 3/16r COhINNUOUS FILLET
UNLESS OTHERWTSE NOTED.
WOOD:
A AtL FRAIT]IINo AND TRUSS LUMBER SIIATL BE DRY DOUGI-qS FIR, LARCT{, GRADED 8YWESTERN WOOD PRODUCrc ASSOCTATION AND CONFORMING TO L'NIFOP.M BUTLDING
CODEASFOLLOWS:
2'?H|CK -4. TO 6," W|DE WALL STUD ONLY)
z',TO4*TH|CK-6r&wtDER
STHICK.'&WOER
NOTED ALLOWABLE STRESSES ARE ITINIMUMS AND FOR NONREPETMVE IJSES PRIOR TO
ALLOWABI.E STRESS INCREASES,
PROVIDE CROSS BRIDGING NOT OVER,8' ON CENTER FOR ALL 2X W@D JI)ISTS AND
2X SOTJD BL@KING BE-TWEEN JOISTS AT A[t SUPPORTS AND ENDS OF CANNLEVERS.
FASTEN ALL WOOO MEMSERS WITH COMI{ON NA]LS ACCORDING TO THE UBC SCHEOUTE
TAELE 2&11.&1 UNLESS OTHERN/|SE NOTED.
LAMINATED BEAtrtS1. AII LAT'IMTED MEMEERS SI-IAIL BE FABRICATEO OF OOUGL,.S} FIR I.ARCH AT 12
PERCENT MOISTURE CONTENT tN ACCORDAI.ICE WITH WCIIB. ALL SIZES SHotfVN
ARE NET.2. ltMl}{ArED MEMBER sHAtL BE DETATLED Al'tD FABRTCATED lN AccoRDAr.tcE wrrH
THE STAI'IDARD SPECIFICATIONS FOR THE DEStcN AND FABRICATICN OF
STRUCTURAL GLUE LAMINATED TIMBER. I-ATEST EDMON AS PUBLISHED BY AITC.3. PROVIOE UN]TS CONFORMING TOATTG 117,24F'18,0.F. FOR CONNNUOIJS MEMBERS
ANO CANNLB/ERS AI.IO 24FV4, O.F. FOR SIMPLE SUPPORT MEMBERS. MEMEERS
SIIAI.L BE DESIGNED WTH ZERO CAMBER WT}I TOPSTJRFACE CLEARLY STAMPED
ON EACH MEMBER,
PLYWOOO DECKAI{D/OR ORIENTED STRAI.ID BOARD1. PAT{EL THICIfiESS SI-IALL BE AS SHOWIY ON THE OMWING. APPTICATION SHATT BE
IN ACCORDANCE WITH RECoMMENDAIToNS oF THE AMERtcA'tI PlYvt,ooo
ASSOCIAT|OIi.2. EACH PANEL SHALL BE IOENTIFIED WTlt THE GMDE-TR/qDEMARK DF THE
AIIERICATTT PLYII/OOD ASSOCIATIoN AND sFt.ALL MEETTHE REQTJIREMENTS oF u.s.PRoDlJcrs srAitDARD Pst, lATEgr EDmoN FoR plywooo- ALL pAr,tELs wHtcH
HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHAI.I-gE OFTHE EXTERIORTYPE.3. FOR FLOORING USE 3/4"T&G STURDI-FLOOR SH€ATHING GLUEP AND NAILED A7
4' O.C"ALONG PANET EDGES AI.ID AT Ir ALONG INTERMEDIATE SUI'PORTS.4. DfiERIORWALLS SI{ALT FAVEONE I.AYER OF I2"EXPOSURE I SHEATHING
MILED AT 6' O.C. AI.OM} PA},IEL EOOES.5. FLOORSHEATHINGSHATIBEINSTATLEDWTTHTHEFACEGRAINP€RFENDICUIJR
TO SUPPORTS W|TH END JOINTS STAGGERED.6. INSTALL SUITAELE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE.AT{D
GROOVE PAI'IELS ORSOLTDtlJOOD BLOCKNG BETWEEN SUPPORTS.
I.AMIT{ATED VENEER LUIIBER MEMBERS S}IAI.I HA\€ THE FOLLOWING STRESS
8.
STUO Fb'r 700 PSI
ftD.2 Fb = SXI PSI
1{O. I Fb = 1350 PSI
c.
D.
F,
LLIOS/L999 1,4:15 0086B8S }l}RoE ].EI.EII PAGE LOILS
CAPACITIES: FB = 2800 PSl, € r 2,0(D,0{X} pSt, F6 = 7S0 pst, fu = 2g5 pSl. BUTLT Up METEERS
sHAlr BE coNNEcrED lN AccoRDAlrcE wIrH-MANUFAoTURERS REcoMlrENDATloNs.
CONTRACTOR SHALL HAVE THE OPTION OF USINO 3 1P oR 5 1/4'WIDE TIEIIBERS,
9. NQN€TRUCTURALEI.EIIENTS:
A" EI.EMENTSST'CHAS NONAEARING PARTITIONS, ETC. ATTACHED TOAND/ORSUPPORTED
BYTHE ETRUCTURE SHALLTAG INTO ACCOUNT DEFLECNONS AT{D OTTIER STRUCTURAT
MOVEMENTS.
B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS ShiALL BE PROVIDEO A'.ID SHAI.I MEET
ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
ARCHITECTURAL DRAW'NGS. STRUCN'RAL STEEL MEMBERS SHALL BE CONSIOERED
UNREETRAINED UNLESS OTHER,I'ISE NOTED.
10, GENEML:
A. ENGINEER'SACCEPTANCEMUSTBE SECUREDFORALLSTRI,JCruRALSUBSTTruIONS.
B. VERIFYALL OFENINGS THROUGH FLOORg R@F ANO WAI.IS WITH MECH,\NICAL AND
ETECTRICAL CONTMCTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AI,ID
REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIB]LI]Y.
C. PROVIDE ASPHALNC II|ASTIC4OATING ON ATJ. STEEL Af.ID WOOD EXPOSED
'O
THE FARII{.
D. WATERPROOFING, VAPOR 8ARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTUML
DRAWINGS AND AS INDTCATED IN THE SPECIFICATIONS.
E. ALL IdASONRY AND STOT.IE VENEERS SI'IAI.J- BE ATTACHEO TO INTERIORAf{D OffERIOR
WALLS AS SPECIFIED IN $ECTIONS 1403.6.42 AI{D 1403.6-4.3 OF THE UNIFCRM BUILDING
CODE.
F. ALL DIMENSIONS ON STRIJCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD
ARCHITECTUML DRAWINGS.
G. CONTRACTOR SIiALL VERIFY AIL ASSUMED EOSTING CONDMONS, IF CONDMONS ARE
DfFFERENT THAN ASSUMED, NOTIFY ENGINEER,
gIbo
-L\' J-
COPY
AVAILABLE
HF fll
li-
ll
ll
It
I
fmilnB!:l Nttll
6661 9 7 lto
c5/tlg3du
BEST
COPY
AVAILABI.G
\
'-'---'-" 'z
,)*u ,l
:*
rT"L
TOWN OF VAIL
75 S. FROIITAGE ROAD
vArIJ, co 8L557
970-479-2L38
DEPARIIIEIiM OF EOI/|MTJNITY DEVELOPMENT
NOIIE: TIIIS PERltrT MUST BE POSTED ON
ELEqTRICAL PERI,IIT
ilob Address: 141 W ME,ADOW DRIJocat.ion...: 141 W II{BADOW DR (SI(AAIJ
Parcel No. . : 2101-071-04-002
Project, No. : PItiIg9-0359
APPIJICAIII IVATIVE EI,B TRTCP.O. BOX 1807, EAGLE, CO 91531
COI.ITRA TOR I{ATIVE ELBSTRIC
P.O. BOX l807, EAGLE, CO 91631OT{NER NORRIS iIOAI.I M
141 !{ MEADOW DR 2, VAIL CO 9L557
iIOBSITE AT AI.IJ TIMES
Permit #: 800-0187
SEatus...: ISSITED
HAAppLied . . z I 09 /2s / 2OOOIseued...: 09/25/2OOO
E:q)ireB . . z o3/24|2OOL
Phone: 970-328-L293
Phone: 970-328-L293
Phone: 970-476-3250
DescripEion: EMPRY SWTTCHING AlrD I_,rGHING RELOCATION Valuat,ion:
tttt{tatatlratt.} arrr*rttr***rrrrrrrrrr*r*r**rr FBE guuulRy
2, 000 . 00
El.ctricrl- - - >
DRB Fce
lnv€reig.Cion>
will call---->
TOIA& FE89- -->
50.oo
.00
.oo
3.00
53.00
Tol.l C.lcul.ts.d F...---> 53,00
Additional Feca---------> .00
total PeEEit P€e--------> 53.00
Paybent6-------
aA[At{cB Dt E----
ItsE.M: .06000 ET.,ECTRICAL DEPARI1IBNT DCPts: BUII,DING DiViSiON:09/25/2000 CHARLIE Act,ion: AppR CIIARLIE DAVISItsCM: 05600 FIRE DEPARIT.,IEItr DCPts: FIRE DiViSiON:
1. FIELD INSPEE TONS
CONDITION OF APPROVAL
ARE REQUIRED TO CI{ECK FOR CODE COMPI.IAT{CE.
tttaattttt t atta!rtattttt rr t o*ra a tt *t* a * *a t ** trl t 'l *t * tll t a t+r
DECT,ARATIONS
I h.r.by acknorlcdge that I hrva rard th{. eppllcacion, fillcd ouu in full Ehe inforuacion requircd, coolrlctcd an aceuraC. plot
plan, and Etalc that all Lhc inforaation providcd ar rcqulrcd l! corr.ct. I agr.c !o cdtrly rfith tsh. lnfordrhlon rnd plot p1rn,
to cotrrt lY rith el,l Torrr ordin.nca! rnd atsrt. larB, and to bulld thi€ su!:|rceurc .ccordinE uo chc To!rn.s| uoning .nd subdivigiqr
cod.s, dc€ign !6wier approvcd, Irniforn Bullding cod. and oehar ordlnrrtc.s of gh. Toyn .ppllcrbl. ch.r.to.
REQUBSTS FOR IIISPECIION9 SHAIJIT BI IODI TT|EU.!Y-FOT'R HOI'RIT IN .IDVANCB BY TBIJBPHOIIB AT g oR AT ouB oPFIcB FnOl| 8!00 AX SrOo P||
HII|AEL! IITD OOINBR
ttrr|rrlrttrrrrrrrrtatrrrttrtttt,.rrrtatrtrtttrrlrl1l
IO$N Ol \rtll], COITORIDO R.prr.nlGat: 09l2aloo 1a!19 gerr€Dnt
aa.rtr*tr!a|.*rattttar**a*tttttt!}!rata*
6a.oo o9l2gloo la.La
tnlt: Ctt
gt.t [1! !ft.|DbeE! RIC-O679 .lDount.:
Ilrlnsoc ta.thods (ltEcf, lqoE.Cloll: *?za2
ParBit No! 800-0187 Typs: B-ErJEe EIEerRtCtt Dfu{rtPrrc.l lfo: 2101-0?1-0{-002
Sita trddrcro: t+l tf uBltow DR
trocrgio8r: lal lf llEADOtf DR (SRAAL nlttS U}|IE *2)
ltrir Pr!'!.nt
tlt'tt!ttttt*ta*l*t*r!l!t*ttt**i+t**tlataaa*at\riaa.rtttl|*tttattttttt**a
trscgunt codr Dcoclitrgion
Total hca:
53.00 loLrl ltl| htrs
Erl|ncc!
BP 00100003111100 E iBeln'Iclli PER||II tEtg
wc 00100003112800 rILr, CAIL M6pEeftotf tlE
53.O0
53.O0
IoorgrU
s0.00
3,OO
APPUCATION WILL TIOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:
Building Permit #:-
Electrical Permit #; fdIJ-OlgD
9, O -47 9 - 2149 (Inspecti ons)
75 S. Frontase Rd.vail, Colora3o 81557
Issersors Office at 97O-328-8641 or uisit for ParceI #
too*'*' lloprr, k "o**::1 l4t" N, /./e[w*, brz.
Legal Description ll Lot: ll atoct: ll riting:Subdivision:
!*!ryl a^ Alour,tr Address: /4t w. 4r&ttn, N Phone: 426 _gZg-
Engineen Address:Phone:
Detailed description of work:
Et^tfz.r/ : tr<ufi^f^ d [-iA*frU6 pe-.ozertrsra,, Agm ADattro.,t*r, ggzrd s
workclass: New() Addition( ) RemodetZt'Repair{ ) Temppower( ) other( )
Work Type: lntenor (/f Exterior (-..) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Typeof Bldg.: single-family( ) Duplex( ) MuttFiamilyl..lc-ommerclat ( ) Restaurant( ) other( )
No. of Existing Dwelling Units in this building:Itlo. of Accommodation Units in this buildinq:
Is this permit for a hot tub: YeS ( -) No (4
Does a Fire Alarm Exist Yes ( ) No t1f Does a Fire Sprinkler System Exise Ves ( ) NoJ4
COMPIETE SQ. FEET FOR NEW BUILDS and VALUATTONS FOR ALL OTHER$ (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRTCAL VALUATION: $
COITITRACTOR INFORMATION
Electrical Contrastori
flknve E&ca^tc tr'rt-
Town of Vail Reg. No.:
l4s- e
Contact and Phone #'s1
77oszg-r2? < 1 77o g6q -Gs6z
Contractor Signature:
* *:t** **** ****** ** * ********:?*** *** *****"FOR OFFICE USE Ol{LY***i*lr*********r****i.*****}e********-rr?
!gs.
-'a6
?J
F:/everyone/forms/ele@erm
COaLruJtS
I
J
-
.li
t.^ .___-.-_^*___J
I
rh$,dtt:Ndz-
I
I
| - _i -i-'
I'rl
ttl ttlrl
--1
r-l
i _..-_ .., ._"-,-,.*__-_,.
t-
UFllf i
i
i
t
''
F
' * bilr+'
, a{T}*u,{.
l sli +6r 7n II ;. cJi pB --.
i = ?. t'lt-.
i(DIi "j}-j ii ll
tsillHil ll
lleJ?N1rc.'ftil+.
tl
-A\-llr\)
\t il /-
-ll c-r'tlf\ !lr---llF
ilF.'il-
tFn|}*-
Itr|7it-
_t
r-TiI
t_
ililr1# | ]
r-
I
i
I
I
I
rl lF
I l[l lT r -;,
f-7
,i
[{AAL l-rus - Lrurtoz,-5r h/rE,\Fp^u petvg- vAlL,coLoEADA
G
\t7tr
z(ult
$6fiI
-llJ l--{ikdrfi >ll
:^ frdlrit tll
# t'{l
il ll+Jll
*H'
sffo
!Jfr
.|lJ
:J
*
i
o-/-
c+rz.:l
+
L-=
-
H:,!
Fr
E
t
!::,tlll
'ii
fs
$+8g
IT
F-t icro
\f' I i .-ll ,+ :i l--{bb i ql+
cJ
1E
-3-+
\lx
rN)
i\t'
tl\'
>-
$ --r.T\ll ut --s>:ulrii ;x
\0 lq{xIO XI{uK\rr Y
/ H ____
rt-
I2.o
-eF-I
=.*t-\
$
ur
)||lta
s
\5
a
X
tl
u':-s
\$'
Lo$i t(q+ igd
$$ ffi$
i'F$ il$
$=P $F-s-
F-
j
N
r+
\lzF$
$
s-,t
s
3
Itlz
{t
0
It
lL
r!Il$
\U
(r
6f'--
I
t{
\,
\l}
\s
\
f.$7zt-.-
.INK
ii, tl'
$r$til\-
*+
'*l*LJ
dN{E
"r $fit-
h{
A
d
ullT-+
nlsl
-)\]\
ol
6
+1
\)?
sIL
si
L
{
N
iit|r
ILn
v
{
4
$
E SI.p\ Ft=Ii. \\I+
flc\Na
:+
J
4I
\
--rr'-
I.t
*t4
\r-r.l f
$_I ul qF
[o t]
:i*l-F /rlr
t-
-d?J{l 9.s-_.''6q"
t
aclqt
<J
\f)
Jo-sf
S$
'l\It-*I
\
\
\
\
./
r-
\g
4
\).\'^4{' '^?!\.)\
\:\r.{ I*. L./\r\'r:- . IU-r Ib(c',
614Z \*Gk '
tr;t{\?.i
d.t1t1 iS\ul $u.P r
'EkL
f-rr-l
t
.15Es
t
4!
itl
0
5z
F$i
HA{
-5
r{tz
F
4
(
;\
\
il\
J
?f,
\51
i-
$t
ats
j
I
3
ls
9
.|q
JL-;--+-
RJfio6
(\l
moc!
a
rq
rt
.s
-f
\P
ozqt
t-
N
\ft
**=
AP{
*t*H?
H
ll-t :,i i'llrl
lr't. rl
rrvu eaawaa-{l-
t-- -
-:Jl
ilr* ll-"*ll;*
anreQ a^o\^Ea
-- t
Aat c{r ?YaL,g oaY ztl(\'4
3^41d x
., \1
ft F-*^o- al-\
?i>v:{r +s7 aov.
.a$t'. UlSl--frrt
ETJ
Monroe & Newell
Engine?rs, lnc-
^,t-ll
iEul r rL!.{_r-L
JOA
SilEE NO.
CALC{IrTEO BY
CHEO(,EO EV
SCAE
PA;L d3/ LJ
Monroe & Newell
Engt1eers. Inc.
r..r\:E- a4/ L r
n
U}
+rt\F6/ \\/i $vl
OF ,:'F
0ATE
trlr€
r)^t€
DATE
rrrec. da| LJ
sxEgri6
c tsrinosY +9 .
llCnlo(lo arY-____i__
DF
DTTI
, r!/ {r !{: , lLdLlL r-rrr.r: o/i l3 :' ) ) tuultt!.rq|!" f!!rL I rcr.,/cLt-r'r4*- 8a/ L3
B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SI-IALL PROVIDE OWNER WTH
LETTER INDICATING COST REDUCTION AT TIME OF BID- THE MODULUS OF EIISTICITY OF
ALL CONCRETE SHALL EXCEED WCl.5 ffi .tF'C (OR 57,000 {Fc NoRMAL WEtcHT
CONCRETE).
C CONTRACTOR SHALL TROWELCUT JOINTS IN SLABS ON GRADE, JOINTS SHALL BE SPACED
1 O FEET AI.IO TROWELCUT 1/4 OF SLAE DEPTH X 316" WID€. CARRY ALL SI.AE
REINFORCEMENT THROUGH JOINT.
D. SLABS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN
CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTIC,IL EULKHEADS
AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN- ALL CONSTRUCNON JO}NTS
SHALL BEAS DETAILEO ORAS REVIEWED BY THE ENGINEER.
E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE tN ACCORDANCE WITH
ACI BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTHERWISE. USE STAI.IDARD
HOOKS FOR DOWELS UNLESS OTH€FN^4SE NOTED. ALL EXPOSED EDCES OF CONCRETE
WORK SH.ALL HAVE 3/4 INCH CI-IAMFER.
REINFORCEMENT:
A. ALL REINFORCING SHALL 8E HIGH-SMENGTH DEFORMED BARS CONFORI'IING TO ASTM
GRADE 40-
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1E5 ORADE 65 AND SH,qLL BE LAPPED
ONE FULL MESH AT SIOE ANO END SPLICES AT.ID WIRED TOGETHER.
C. REINFORCEMENT PROTECTION:1. CONCRETE POURED AGATNST FARTH 3'2, CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) T3. COLUMNSAT.|O BEAMS fnE BARS) 1_.v2.4. SLAES AND WALLS (NOT EXPOSED TO WEATHER) 314-
D. REINFORCEMENT PLACEMENTAT.ID TOIERAi{CES SFiALL BE lN ACCORDANCE W|TH
s€cTtoNs 7"5,7.6 AND 7.7 0F ACt 318. LATEST EDIT|ON.
E. NO SPLICES OF REINFORCEMENT SHALL 8E MADE EXCEPTAS DETAILED C,R AUTHORIZED
BY THE STRUCTUML ENGINEER LAF SPLICES, WHERE PERMITTED, SHALL BE A MTNIMUM
OF 48 BAR DIAMETERS FOR f6 BARS AI\ID SMALLER AND SFIALL 8E A MINIMUM oF 80 BAR
OIAMETERS FOR #7 AAID #8 RETNFORCEMENT UNLESS OTI{ERWISE NOTED, MAKE ALL
BARS CONTINUOUS AROUND CORNERS.
F. PLACE TWO #5 {PER 8" THICKNESS) WrTt t 2'-0 pRoJEcTtoN ARoUND ALL OPENTNGS tN
CONCRETE WALLS, SLABS. AND BEAMS. ALSO PROVIDE TWO #5 X 4'-O DIAGONALLY AT
EACH CORNER.
G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND SEAMS SHALL BE SPLTCED AS
FOLLOWS: TOP BARS AT M|DSPAN. BOTTOM BARS OVER SUPPORTS.
STRUCTUML $TEEL:
A ALL STRUCTUML STEEL SHALL CONFORM TO ASTM 436 EXCEPT PIPE COLUMNS WHICH
SHALL CONFORM TO AST[' A53 AI{O TUBE COLUMNS TO ASTM A5OO, GRADE B. LATESTEDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572. GRAOE 50 AT HIS
MJSCELLANEOUS EMBEDDEO ITEMS SI.IALL AEA36 STEEL
B.ALL STRUCTURAL BOTTS SF{ALL BE A325N INSTALLED TO A MINIMUM
CONDITION. ALL AI'ICHOR BOLTS SHALL CONFORM TO ASTM A3O7
OTHERWISE.
PROJECT: SI(AAI HUS#2 RENoVATIoN
M&N f4675
DATE. OCTOAER2l. 1999
1 LIVE LOADS USED JN OESIGN:
A. ROOF
B. WPICAL FLOOR
C. EXTERIOR DECK
D. WIND
1. BASTC WIND.SPEED2. EXPOSURE
E. EARTHQUME
CONCRETE ITEM
FOUNDANON WALLS
SI.A8S ON GRADE
FXTERIOR CONCRETE
GENERAL NOTES
2. TESTING:
A. CONTRACTOR SHALI- FURNISH OR PROVIDE COORDINA}ION FOR TESTINCi AS REQUIREDBY THE PROJECTSPECIFICATIONS. THE TESTING PROGMM SHALL BE COORDINATED WITHTHE PROJECT OWNER, ARCHITECT AT{D STRUCTUMT ENOINEER.
B. IN THE AESENCE OF OTHER REQUIREMENTS, TTJE CONTRACTOR SHALL F{,JRNISHINDEPENDENT TESTTNG OF SOIL COMPACTON, CAST-IN-PLACE CONCRETE
STRENGTH A}ID REINFORCING TO THE E)ffENT NECESSARY TO ASSURE CONSTRUCTION ISIN COMPLIANCE WTH THE CONSTRUCTION DOCUMENTS.
3. FOUNDATIONS:
A. THE ALLOWABLE SOIL EEARING PRESSURE ASSUMED IN DESIGN IS 2OOO PSF. THE
CONTRACTOR S|-IALL RETAIN A LICENSEO SOILS ENGINEER TO INSPECT THE FOUNDATIONExcAvATloN, sotls ENGTNEER sHALLVERIFv rN wRrrlNG THE AcruAL sotLs cApAcrw ts
EQUAL TO OR GREATER THAN ASSUMED.
8. CONTRACTOR SHALL BACKFILL EOUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCHMNOMUM VERTICAL UFTS OR AS RECOMMENDED tN THE SOILS REPORT. REFER TO SOILS
REPORT FOR BACKFTLL titATERtAL.
4. SLAE ON GRADE
A. MoVEMFNT oF THE SLAB oN GMDE MAY CAUSE DAMAGE To ANYTH|NG coNNEcTED ToBOTH THE SLAB A}ID OTHER PORTTONS OF TH€ SUPERSTRUCTURE. ISOL,6JION DETAILSFOR PARTITION WALLS, EASEBOAROS, PIPTNG ANO OTHER ITEMS MAY BE REOUIRED
REFER TO THE APPROPRTATE DRAWINGS OR CONSULT WTTH THE ARCHITECT PRIOR TOCONNECTNG |TEMS TO BOTH THE SLAB ON GRADE AND OTHER pORTtONli OF THESIJPERSTRUCTURE.
5. CONCRETE:
A" ALL cAsr'lt{-PtAcE coNcRETE sftALL BE MADE wrrH TypE x!! poRTLAND cEMENT, sroNEAGGREGATE A}.ID SHALL SATISFY THE FOLLOWTNG REOUIRE ENTS:
1OO PSF
40 PSF
100 PsF
80 MPH
B
ZONE I
MAXW/CRATIQ giAtR REO.
6-
FC MIX TYPE
3000 psi STE)
3000 psi STD
4000 psi CNA
0.50
o.45
61n (L 1 112%,t
6 112 (+l- 1 1t2%I
t
I
, (lrLss
c sTRUcruML srEEL SFTALL BE DETATLED AND FABRTcATED tN AccoRDANCE wrrH THE
LATEST PROVISIONS OF AISC'MANUAL OF STEET CONSTRUCTION.-
D. AtL WELDERS SHALL I-IAVE EVTDENCE OF PASSING TH€ AMERICAN WELDING SOCIETYSTANDARD QUALIFICATTONS TESTS AS OUTLINED IN AWS.O1.1.
E MINIMUM wELDs ro BE pER Arsc rABLE J2.4 Bur Nor LESS rHAN 3/16'. cc)NTrNuous FTLLET
UNL€SS OTHERWISE NOTED.
wooo:
A- ALL FRAMTNG AND TRUSS LUMEER SHALL 8E DRY DOUGIAS FIR, LARCH, CIRADED BYWESTERN WOOD PRODUCTS ASSOCIATION AI\ID CONFORMING TO UNIFOFIM BUILDINGcooE AS FOLLOWS
q
9fA9l_1E9-. Fe = _2E00 PSl, E . 2.000,0$ PSt, Fs = 750 pSt, Fv = 2BO psl. BrILT up MEMBERS
SHALL BE coNNEcrED tN AccoRoANcE wiru r,lnruuFAcruRERs Recorui,leruonrroHS- -
CONTRACTOR SHALL I.IAVE THE OPTION OF USING 3 1/2" OR 5 1i4'WIDE I,IEMBERS.
NON$TRUCTUML ETEMENTS:
A' ELEMENTS SUCH AS NON-BEARING PARIITIONS, ETC. ATTACHED TO AND/')R SUppORTED
BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTUR.AL
MOVEMENTS.
B, FIRE PROTECTION FORALLSTRUCTURALPARTS SHAILEE PROVIDEDAND SHALT MEET
ALL CODE REQUIREMENTS FOR THE ryPE OF CONSTRUCTION SPECIFIED 8Y THE
ARCHITECTURAL DRAWINGS. STRUCruRAL STEEL MEMBERS SHALL BE CONSIDER€D
UNRESTRAINEO UNLESS OTHERIA,ISE NOTED.
GENERAL:
A. ENGINEER'S rcC€PTANCE MUST BE SECURED FOR ALL STRUCruRAL SUBSTITUTIONS.
B. VERIFY ALI- OPENINGS THROUGH FLOORS, ROOF AI.ID WALLS WITH MECHANICAL AND
ETECTRICAL CONTRACTORS, VERIFTCATION OF LOCATIONS, SIZES, LINTELS, AI.ID
REOUIRED CONNECNONS ARE CONTRACTOR'S COMPLETE RESPONSIBILTY.
C. PROVIDEASPHALTTC MASTIC4OATING ON AIJ. STEELAND WOOO EXPOSED TO TH€ EARTH.
D. WATERPROOFING, VAPOR EARRIERS, ETC., SHALL gE AS SHOWN ON THE /\RCHITECTURA
DMWINGS AND AS ]NDICATED tN THE SPECIFICATIONS.
E. ALL'ilASONRYANDSTONEVENEERSSHALLBEATTACHEOTOINTERIORAND EXTERIOR
WALLS AS SPECIF|ED lN SECT1ONS 140J.6.42 Ar{D 1.103.6.4,3 OF THE UNTFCRM BUtLDtNc
CODE.
F. ALL DIMENSIONS ON STRUCTUML DMWINGS SHALL BE CHECKED AGAINST FIELD
ARCHITECTURAL DRAWtNGS.
G. CONTRACTOR SHALL VERIFY ALL ASSUMED EXIST]NG CONDITIONS. IF CONDITIONS ARE
DIFFERENT THAN ASSUMED, NOTIFY ENGINEER,
8.
10-
2'THTCK - 4'rO 6- W|DE {WALL STUD ONLY)
2- TO 4" THICK - 6'& WIDER
5-THICK-tr&WIDER
STUD Fb = 700 PSI
NO.2 Fb = 900 PSI
NO. 1 Fb = 1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO
ALLOWAALE STRESS INCREASES.
B. PROVIDE CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JI)ISTS ANO
2X SOLID BLOCKING BETWEEN JOISTS AT AIL SUPPORTS AND ENDS OF CANTTLEVERS.
C. FASTEN ALL WOOD MEMBERS WITH COMIVION NAILS ACCORDING TO THE UBc SCHEDuL€
TABLE Z3-1 1.&1 UNLESS OTHERWSE NOTED,
D- LAMINATED SEAMS1. AII LAMINATED MEMEERS SHALL BE FAERICATEO OF DOUGLAS FIfT LARCH AT 12
PERCENT MOISTURE CONTENT tN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN
ARE NET.2. I-AMI|.|ATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH
THE STANDARO SPECTFTCATIONS FOR THE DESIGN AND FABRICATICN OF
STRUCTURAL GLUE LAMINATED TIMBER, LATEST ED]TION AS PUBLISHED BY AITC,3. PROVIDE UNITS CONFORMING TO AITC 117.24Erl18, D.F. FOR CONTII{UOUS MEMBERS
AND CANTILB/ERS AND 24W4,O.F, FOR SIMPLE SUPPORT MEMBERS. MEMBERS
SHAIL BE DESIGNED WITH ZERO CAMEER WITIi TOP SURFACE CLEARLY STAMPED
ON EACH MEMBER.
E. PLYWOOD DECKAND/OR ORIENTED STRAND BOARD1. PANEL THICKNESS SHALL BE AS SHOWN ON THE ORAWING. APPLICATION SHALL BE
IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PL'/WOOO
ASSOCIATION.
2. EACH PA IEL SHALL BE tOENTtFtED W|TH THE GRADE-TRAOEMARK rfF THE
Aj|,iERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUTREMENTS OF U.S.PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOO. A,LL P,\NELS WHICH
HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL
BE OF THE EXTERIOR TYPE.3. FOR FLOORING USE Y4"T&G STURD.I-FLOOR SHEATHING GLUED AND NAILED AT
4' O,C.ALONG PANEL EDGES AND AT 12" ALONG TNTERMEDIATE SUI'PORTS.4. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1I2" EXPOSURE I SHI;ATHING
NAILED AT6'O.C. ALONG PANEL EOGES.5. FLOOR SHEATHING SHALL BE INSTATLED WITH THE FACE GMIN PERPENDICULAR
TO SUPPORTS WITH END JOINTS STAGGERED.
F.
6. INSTALL SUTTABLE EDGE SUPPORT 8Y USE OF PLYCLIPS. TONGUE AND
GROOVE PANELS OR SOLID WOOD ELOCKING BETWEEN SUPPORT1J.
LAMINATED VENEER LUMBER MEMBERS SFIALL HAVE THE FOLLOWING STFIESS
r2082