Plans[Icon] - Garfield County

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CONDITIONS OF PERMIT
BLC0-11-13-3062
Southern Pacific Co/Savage Industries
Truck-port/Utility Building
21520 Hwy 6 & 24
Rifle, Colorado
1) ALL WORK MUST COMPLY WITH THE 2009 IBC, AND THE MANUFACTURERS
INSTALLATION SPECIFICATIONS.
2) APPROVED FOR COMMERCIAL ACCESSORY STRUCTURE. {TRUCKPORT)
3) BUILDING IS APPROVED AS TYPE SB CONSTRUCTION, 52 OCCUPANCY.
4) ALL WORK MUST COMPLY WITH CURRENT LAND USE CHANGE PERMIT.
5) IF APPLICABLE, ELECTRICAL ROUGH IN APPROVAL IS REQUIRED FOR FRAME INSPECTION.
6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION.
7) GARFIELD COUNTY FOUNDATION, FRAMING, AND FINAL/COMPLETION INSPECTIONS
ARE REQUIRED.
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APPROVED
SUBJICT TO NOTED
UCIPl'IONS 4 INSPECTIONS
GAD'IELl> COUNTY
BUILDING DIPARTMENT
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rI!LDCOPY
NO INSPECTION WITHOIJT
T1IESI: PLANS ON sm
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Garfield CO GIS
Page 1of1
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Resouice Lands
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http://gis.garfield-county.com/sidwelV
9/20/2013
Garfield County Assessor Data Site
Page 2 of3
Sales Inforrnabon
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Other Property Sales
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Taxable Values History
[
Property Detalls
Property Images
http://garfield.va1uewestnet/?parcelno=217523200141
9/20/2013
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IH(. J;iORMAIJ:lN COlllAllll> 1>1 IHIS ORA'MNG 15 ltt( SOU PROl'l:RlY Of
\l(RSl\]UB[ ...aNG mm.ti ANY R£PRODUCIJ:lN Ill PART OR WHOU: WllllOOI
IHI: wmTEH P£RMISSION Of VEllSATIAI£ Blll.OOG SYSllMS 15 PROHlllTED
SHEET METAL NOT SHOWN
NOT ALL PURLINS OR GIRTS SHOWN
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DESIGN CRITERIA:
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STRUCTURE SIZE: 16' X 45'-2" X 15'
ON CENTER SPACING : 5'
SHEET METAL: 29GA, BOKSI, STEEL
OCCUPANCY GROUP: U-1
WIND LOAD: 90MPH, V3S. EXPOSURE (C)
WIND IMPORTANCE FACTOR: 1
ROOF LIVE LOAD: 40PSF
SEISMIC CATEGORY: B
CODE COMPLIANCE: IBC 2009
01 NOTE TO BUJWING DEPARTMENT OFFICIAL:
THESE DRAWINGS AND/OR CALCULATIONS ARE
VALID ONLY FOR STRUCTURES MANUFACTURED
BY VERSATUBE BUILDING SYSTEMS. VERIFICATION
IS RECOMMENDED PRIOR TO BUILDING
APPROVAL
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PROJECT: VERSATUBE CONTRACTOR SERIES GRAND CARPORTID
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DRAWN BY:
TITLE.
CVFC2164501505-R Pl
BU IL DIN Q
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16' X 45'-2" X 15' GRAND CARPORT. TYPE 2
TRUSS BRACE BASE POST REINFORCEMENTS
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SYSTEMS
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DATE:
M. OLIVER
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ANCHOR AT
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MATERIALS:
SIDE POSTS, RARERS, PEAKS:
2" X 4" 14GA. SO KSI STEEL, ASTM ASOO·A
TRUSS BRACE COLLAR TIE. BASE POST REINFORCEMENTS;
2· X 2· 1SGA. SO KSI STEEL, ASTM ASOO·A
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HAT CHANNEL: 1BGA, 50 KSI STEEL. ASTM ASOO-A
SHEET METAL: 29 GA. 80 KSI STEEL
ALLOWABLE WIND PRESSURE LOAD ON 4' CENTERS: 37 PSF
ALLOWABLE GRAVITY LOAD ON 3' CENTERS: 50 PSF
CAN BE INCREASED BY 1/3 FOR WIND LOADING.
PANELS ARE CLASS (A) FIRE RATED
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INTERIOR FRAMES
HAVE COLLAR TIE
TRUSS BRACE
AND BASE POST
REINFORCEMENTS
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NOTE TO BUILDING DEPARTMENT OFFICIAL:
THESE DRAWINGS AND/OR CALCULATIONS ARE VALID
ONLY FOR STRUCTURES MANUFACTURED BY VERSATUBE
BUILDING SYSTEMS. VERIACATION IS RECOMMENDED
PRIOR TO BUILDING APPROVAL.
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PROJECT: VERSATUBE CONTRACTOR SERIES GRAND CARPORT
TITLE· 16' x 45·.2· x 15' GRAND CARPORT. lYPE 2
•
TRUSS BRACE. BASE POST REINFORCEMENTS
owG No:
CVFC2164501505-R P2
DRAWN BY:
M. ouvER
DATE:
10123113
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IHl INfORMAllON CONll\Wti> " ltlS DRAl'lf<G II Ill. SOU PROl'llllY Of
lvt:RSAIUU QOING m1tMS JUf'< lllPAODUCllO~ !Pl PAAI Oii Wl<Ol£ Wlll!OUT
Ill. WRmlN ~N or V(R$AllJ9( 8UU»IG smtMS 1S Pll0'8t0.
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PEAK
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1.S"SQ X 19.50"
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SWAGED ON
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APPROX. 88 SCREWS
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DI NOTE TO BUILDING DEPARTMENT OFFICIAL:
THESE DRAWINGS AND/OR CALCULATIONS ARE
VALID ONLY FOR STRUCTURES MANUFACTURED
BY VERSATUBE BUILDING SYSTEMS. VERIFICATION
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BUILDING SYSTEMS
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PROJECT: VERSATUBE ROOF WALL SECTION
TITLE· 16' X 15' FRAME. TYPE 2 TRUSS BRACE, BPRs
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DWG NO: 16x15 RWSTB2 BPR
IDRAWN BY: M.OLIVER
DATE: 1111113
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ROOF PURLINS
(HAT CHANNEL)
ARE APPROX. 36"
ON CENTER
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ON THE SDE OF
BUILDING ARE
HORIZONTAL
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SttEET METAl PANB.S ARE 29GA MINlf.IUM. 80 KSI SlEEI.
All0WA8LE GRAVITY lOAD ON 36" CENTERS SO PSF
MA'< BE INCREASED BV 1/3 FOR WINO LOADING.
PANELS ARE CLASS IAI FIRE RAlED.
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USE t 12 X r SELF-DRlUNG SCREWS
WITH SEALl'IG WASHERS lO FASTEN
SH£El MElAl TO ROOF OF CARPORT.
CAULK
STRIP FOOTING
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VERSA TUBE BUILDING SYSTEMS
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SHEET METAL DETAIL FOR
2X4 BUI.DING WITH
VERTICAL ROOF METAL
HORIZONTAL SIDE METAL
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WEDGE ANCHOR DETAIL
ANCHOR HOLD DOWN FO
SPECIAL INSPECTION IS N
FOR OCCUPANCY GRO
ES REPORT: ESR-2251
NOTTO SCALE
FOOTING SHOULD BE AT LEAST 3"
LONGER THAN THE FRAME
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#4 REBAR CONT.
2 PLACES
INS1Al1ATION: USING HAMMeR DRU ANO A 1/'Z' CONCRBE ORIU.
811. DRU A HOl£ INTO 1HE CONCRETE STO S l/T DEEP.
Pl.ACE 1HE FLAT WASHER ON THE BOLT ANO INSTAU 1HE NUJ UNTll ABOUT
2 THREADS ARE EXPOSED ABOVE THE NUT.
TAP THE ANCHOR THROUGH THE BASE RAii. INJO THE HOLE UNlll THE WASHER
TOUCHES THE JOP OF THE BASE RAIL NOW, TIGHTEN THE NUT TO SET THE ANCHOR.
00 NOT OVER TIGHJEN ANO CRUSH THE TUBE.
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WEDGE ANCHOR 2X4
DETAIL 5/8" X r
IN 12" FOOTING
2SOO PSI CONCREIE
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GENERAL NOTES~
1. MAXIMUM AU.OWABLE SOIL BEARING PRESSURE IS AS
FOLLOWS: 1000 PSF MINIMUM. OWNER TO VERIFY THAT SOIL
IS STABLE AND COMPACTED TO A MINIMUM OF 903
RELATIVE OPTIMUM VALUE.
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2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: 1" DIA.
3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28
DAYS SHALL BE AS FOLLOWS: 2500 PSI
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4. ALLSPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING
AS USED IN WALLS. FOOTINGS .ETC. SHALL HAVE A MINIUM LAP
OF 40 DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE
t ESS THAN 4'-0" APART.
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BU IL DING SYSTEMS
PROJECT: VERSATUBE FOUNDATION DETAIL
TITLE: STRIP FOOTING, 12" x 12", FOR 16' X 45'-2" CARPORT
owG NO:
12xl2STRIPFOOTINGFOR 16'X45'-2" CARPORT
DRAWN BY:
M . OLIVER
DATE:
10/23/13
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ATTACH WITH 16) #12
X 3/4" SD SCREWS
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PEAK. EAVE CORNER
HEIGHT EXTENSION OR
SIDE POST.
SWAG IS 6" LONG.
SWAGE JOINT DETAIL (TYPICAL)
RAFTER TO PEAK AND £AVE CORNER,
SIDE POST TO HEIGHT EXTENSION OR
BASE RAIL PIN OR EAVE CORNER.
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SELF-DRILLING SCREWS
1/2" FROM TUBE EDGE
4 PLACES
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VERTICAL SUPPORT OVER GARAGE DOOR.
2 IRACKETS FOR CENTER BRACE, ONE FOR
ADDITIONAL BRACES.
END WALL BASE RAIL TO SIDE BASE RAIL PIN
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8 PLACES
END WALL RAFTER, PEAK OR
EAVE CORNER TUBE.
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BOTH SIDES OF VERTICAL POST
END OF COLLAR TIE
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ATTACH BK-65 BRACE BRACKET TO RAFTER. PEAK.
EA VE CORNER OR COLLAR TIE WITH 131 # 12 X 3/4"
SELF-DRILLING SCREWS. FASTEN THE FLATIENED AND
PIERCED END OF WEB IANGLEI BRACES 10 BRACKET
WITH 3/B" XI 1/4" HEX llOLT. 3/8" SPLIT LOCK WASHER
AND HEX NUT.
NOTE: DO NOT TIGHTEN BOLT JOINT UNTIL BRACKETS ARE
All IN PLACE.
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FRONT OR BACK VERTICAL POST 2'' X 3"
SCREWS. 16 PLACES
VIEW FROM INSIDE OF BUILDING
BK-60 OR 61 COLLAR TIE BRACKET
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DETAIL Of FRONT OR BACK (GABLE ENO) VERTICAIL
TO RAFTER, PEAK OR EAVE CORNER.
l8J SCREWS IN COUAR TIE SWAGE JOINT
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BUILDING WITH 2" X4" FRAME
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DOOR HEADER
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GARAGE OVERHEAD OR WALK
DOOR HEADER TUBE TO VERTICAL
POST ON FRONT OR BACK OF
BUILDING.
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HAT CHANNEL.
USE 4 SCREWS AT
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#12 x 3/4"
SELF-DRILLING
SCREW
4 PlACES ON
EACH SIDE OF
ASSEMBLY
HAT CHANNEL
PURLIN OR GIRT
700-BK40
UNFOLDED
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CHANNEL ON FRAME.
ATTACH TOP AND BOTTOM
FRANGE WITH #12 X 3/4"
SELF-DRILLING SCREWS.
HAT CHANNEL PU RUN OR GIRT TO FRAME
t 1/2" HIGH, 18GA
700-BK40 CORNER BRACKET TO EAVE CORNER
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Z' X 4" FRAME
BUI.DINGS All HAT CHANNEL
GALVANIZED
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