HomeMy WebLinkAbout429 S. WHITCOMB STREET CARRIAGE HOUSE - PDP - PDP130006 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE, LANDSCAPE & ELEVATIONS PLANS!: THERM ND�FI ATIONS
I. PROJECT SCOPE. THESE SIRIlCn1NAl DUMPINESS MAY BE USED 10 CpfiIRUCI plY 429
WHITCOMB. FORT COLLINS, COLLQ/ID.
3. BURNING CODE: 1NIS DESIGN rs BE40 ON THE IWRINTONOL RESICCNIML CODE Dooi,
EWXM). ALL RCRN SNA L BE PERFORMED IN MCORbNCE NTH M5 CODE AND M
µ'LORONIGE WIN ALL APPLICABLE OSN1 RECUUTONS.
5. DESCH LOADS:
ROOF: SXOM LOAD - SO PSF
MAD LOU) - 10 MF
FLOOR: NNE LOTH - aPSF
DEAD LOW - 12 PSF
NND - IN MPH (35); UP. N SECURE DESIGN u1EGOW B
FROST DEPTH SHALL M 3W
4. COOftDINTION'.
THE SRUCTURLL ORANNBS ARE i0 M USED IN CMUUNCIIOH WITH THE AACTUTE(TIUR6L
ELECNICLL MECHANICAL, PLUNGING AND SITE EARNINGS. THE CONTRACTOR SHALL. CHECK MO
ARMY NL DIENSIONS SUMN ON
T16 PUN FIBER, 10 CONCRETE RMEMENI. CONTENTS IN
OMENSUM IND INTERFERENCE SHALL BEDIRECTED 10 THE ANCHREC1 PINES i0 [M6INCIKN,
s. FOUNMIIOHS:
A THIS FWNOATOH DESIGN IS BASED ON ASSUMED ME CONDITIONS
ASSUMED "II" BUAING CAPACRY - 3000 PY.
B. THE FWNDiTON EXCAVATION SHALL BE OBSER ED BY THE ENGINEER OF RECORD.
C. BELOW GRAM FOUNDATION WALLS SUCKRILED ON ONE SIDE ONLY (&SEMENR, CRAWL
SPACES, GWMN LEVELS) SHLL M LWIPPROOFED ON THE EMBED M THE WHILE.
]. MUCNHUL MATERIALS
GGNCUE,:
A 15-my COWIMSSW STRENGTH PON CONCRETE SHALL BE AS FELLOWS'.
SLAB -ON IN SEEN PSI
FOUNMToH Np0 P51
B. MUORUM CONCRETE SLUMP SIWL SE AS FOLLOWS:
FOUNDATION WALLS NND FOOTINGS A• MU,
SUBS A' MM
FIER" 6' VARC. AR EHIMwIENT SwLL BE AS FELLOWS:
AL CONCRETE EXPOSED TO THE EYIEFgR 5-n
D. MYENT TO BE 1TY 1/R
E. REINFORCING STEEL FT . 6D NA (ASIDE M15 CRUDE W). NL REIWORCINC SIMI M
PUMO IN MLOgp1NCE WIN ICI RECWMENOANDIM HOLLOW MMIMW HMS, SPACINGS
AND COPNER BADE,
STRUCTURAL STEEL:
BUNS: A991, ED 0. YIELD MORON.
MSC. STEEL MN AM, 5R NS HELD STRENCN,
PIPE COLLINS: ASIDE A55. m ON YIELD STRENGTH.
TUBE MEL (NSSI: ASN ASW (GRIDS B). W OR Hm STRMGN.
MOW'.
DIMENSIONAL LUMBER'. HEM -FIR W 3 OR BETTER: FB-WO PC; N-150 PG; E-IAp ON.
UNMATED VENEER LUMBER (LW): FBI PSI; FC-150 ME Es LBW KS,
TIMBURSIWND 1.3E (LSL): FS-1I00 PSI; FC-SW PSI; E-I300 NSI,
PARAWM 3M (PSI): M-29M ME FC-IOU PSI; E-RMO NSI.
GLUED LAMINATED TURNER (CLDUN): 9MPLE SPAN (24F-V4), CONTINUOUS SPAN (24F-VS):
F9-34W ME FC-BOA ME E=TWO IN,
I-NMSTS SHALL M AS MANUFACTURED BY TOSS MAST OR AN APPROVED SWSMUTE I-MWSIS
SHALL BE DETNUED W M JUST SUPPLIER NCLUONC PRICING. 0.MXMG AW WEB
FILLER OFT AS ND SOLI. M NSINLED IN ACCORMM'E INN Rrt WNUFACTRBS
RECOMMENDATIONS.
MULTPLE-MEMBER CWNECNWS FOR SIDE -LOWED .0 TOP -LOADED BENS SOUL BE
PER MNNIFAtlURER ISSENBLY REQUIREMENTS.
B. EXISTING CONDITIONS'.
THE EXISTING CONDTCNS DEPICTED W NIECE DRAWNGS ME BI ON THE BEST AVAIABLL
XWERMATW MO SHALL M VEMFED W TC GOXIMCIOR KURT TO CMNSIRIICINN.
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4700 WHIN COLLEGE e
FORT COLLINS. CO 50515
PHONE (970) 3I5-2422
FAY (970) 24-2622
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DESIGNED
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CHECKED BY: W
CHECKED BYCO
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ISSN
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FOUNDATION PLAN
A DETAILS
WANING NUMBER
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GENERAL NOTES: R Ecr:
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90% PROGRESS DRAWINGS
NOT FOR CONSTRUCTION 2/27/13
42B 5. WBTCOMB ST.
FORT COLLINS, CO
80521
PREPARED FOR:
GQdt RNUYIN
1:04IT 3]
iLFT CQ1P6, CO �]]
5q 301i5vB
Acw(L>xgaRCLrgnRAta
DESIGNED BY
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