HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT
BLCO-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 5B 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 I5 REQUIRED FOR FINAL/COMPLETION INSPECTION.
7) GARFIELD COUNTY FOUNDATION, FRAMING, AND FINAL/COMPLETION INSPECTIONS
ARE REQUIRED.
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APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS cam„
GARFIELD COUNTYca
BUILDING DEPARTMENTDate By
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FIELD COPY
NO INSPEC'T'ION WITHOUT Cz.
THESE PLANS ON SITE 1=
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Garfield CO GIS
Page 1 of 1
Ikm
3000ft
http://gis.garfield-county.com/sidwell/
Rural
9/20/2013
Garfield County Assessor Data Site
Page 2 of 3
Safes Information
Other Property Sales
Taxable Values History
Property Details
Property Images
http://garfield.valuewest.nett?parcelno=217523200141 9/20/2013
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INE INFORMATION CONTARMD H IHS ORATING IS 1H. SOLE PROPERLY Of
VERSATUBE BURDNG SYSTEMS ANY REPRODUCTION W PARI OR WWII WIINDUT
1HE WRITTEN PERMISSION Of V(ATUBE BIlEDf1G SYSTEMS IS PROHIBITED
SHEET METAL NOT SHOWN
NOT ALL PURLINS OR GIRTS SHOWN
NOTE TO BUILDING DEPARTMENT OFFICIAL
THESE DRAWINGS AND/OR CALCULATIONS ARE
VAUD ONLY FOR STRUCTURES MANUFACTURED
BY VERSATUBE BUILDING SYSTEMS. VERIFICATION
1S RECOMMENDED PRIOR TO BUILDING
APPROVAL.
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471. '61
DESIGN CRITERIA:
20023 .:rt-
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STRUCTURE SIZE: 16' X 45'-2" X 15'
ON CENTER SPACINGS 5'
SHEET METAL: 29GA, 8OKSI, 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
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BUILDING SYSTEMS
B
C
PROJECT: VERSATUBE CONTRACTOR SERIES GRAND CARPORT O
, TYPE 2
TITLE: TRUSS BRACE,I 5 B SE POST REIN ORTCEMENTS
DWG NO: CVFC2164501505-R P1
DRAWN BY: M. OLIVER
DATE: 10/23/13
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45 -2'
/--ANCHOR AT
EACH POST
J
5' 0'
30 1/2'---41A
14'-11 3/4'
16'-0'
NOTE TO BUILDING DEPARTMENT OFFICIAL
THESE DRAWINGS AND/OR CALCULATIONS ARE VALID
ONLY FOR STRUCTURES MANUFACTURED BY VERSATUBE
BUILDING SYSTEMS. VERIFICATION IS RECOMMENDED
PRIOR TO BUILDING APPROVAL
MATERIALS:
SIDE POSTS, RAFTERS, PEAKS:
2" X 4' 14GA. 50 K51 STEEL, ASTM A500 -A
TRUSS BRACE COLLAR TIE. BASE POST REINFORCEMENTS.
2' X 2' 15GA. 50 KSISTEEL, ASTM A500 -A
HAT CHANNEL: 18GA. 50 K51 STEEL ASTM A500 -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
INTERIOR FRAMES
HAVE COLLAR TIE
TRUSS BRACE
AND BASE POST
REINFORCEMENTS
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BUILDING SYSTEMS
PROJECT: VERSATUBE CONTRACTOR SERIES GRAND CARPORT
TITLE. 16' X 45-2' X 15 GRAND CARPORT. TYPE 2
TRUSS BRACE. BASE POST REINFORCEMENTS
DWG NO: CVFC2164501505-R P2
DRAWN BY: M. OUVER
6 7 b ( S 4 r 3 2
DATE: 10/23/13
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IHE NfORLAAIIOH COHIANED P1 1115 DRAWING 6 LIE SOLE PROPERLY Of
VERSA.UBE Id*DING SYSIEI.LS ANY AEPRODIICIpH PI PMI OR WHOLE WGHODI
LIE WRITTEN PERIVMS ON or VERSATIRIE 8111-DNG SYSI IAS l$ PROHpRED.
BK -61
700-5000B
EAVE CORNER
2 PLACES—\
7500-01950
1.5"SQ X 19.50"
700-60168
PEAK
BK -60
700-BK40
2 PLACES
BK -31
L-7400-2650
2"SQ X 26.50"
2 PLACES
74-1110
2`SQ X 111"
SWAGED ON
BOTH ENDS
16-0"
NOTE TO BUILDING DEPARTMENT OFFICIAL:
THESE DRAWINGS AND/OR CALCULATIONS ARE
VAUD ONLY FOR STRUCTURES MANUFACTURED
BY VERSATUBE BUILDING SYSTEMS. VERIFICATION
IS RECOMMENDED PRIOR TO BUILDING
APPROVAL.
APPROX. 88 SCREWS
700-124BPR
2"x4"x124" WITH
2"SQ X 24"
WELDED TO
INSIDE
2 PLACES
FfrsaTu ber
BUILDING SYSTEMS
PROJECT: VERSATUBE ROOF WALL SECTION
TITLE: 16' X 15' FRAME, TYPE 2 TRUSS BRACE, BPRs
DWG NO: 16x15 RWS TB2 BPR
DRAWN BY: M. OLIVER
DATE: 11/7/13
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EAVE TRIM
SHEET METAL PANELS
ON THE SIDE OF
BUILDING ARE
HORIZONTAL
CAULK
INSIDE CLOSURE
5
OUTSIDE CLOSURE
7/8"
1/4"
IT
STRIP FOOTING
ROOF PURLINS
(HAT CHANNEL)
ARE APPROX. 36"
ON CENTER
3
RIDGE CAP
2 1
SCREW PATTERNS
IMefinetliele Rodd Fianna and M Siding
Dana and EMapa - Root Parana
SHEET METAL PANES ARE 29GA MINIMUM. 80 Y5151EEL
ALLOWABLE GRAVITY LOAD ON 36' CENTERS 50 PSF
MAY BE INCREASED BY I/3 FOR WIND LOADING.
PANELS ARE CLASS IA1 FIRE RAZED.
741114111
USE N12 X r SELF -DRILLING SCREWS
WITH SEALING WASHERS TO FASTEN
SHEET METAL TO ROOF OF CARPORT.
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VERTICAL ROOF METAL
HORIZONTAL SIDE METAL
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BASE RAIL
5,,
5 4
WEDGE ANCHOR DETAIL
NOT TO SCALE
FOOTING SHOULD BE AT LEAST 3"
LONGER THAN THE FRAME
4 1/2" —
INSTALLATION: USING HAMMER DRIU. AND A I7 CONCRETE DRILL
BR. DRILL A HOLE INTO THE CONCRETE 510 511Z`DEEP.
PLACE THE FLAT WASHER ON THE BOLT AND INSTALL THE NUT UNTIL ABOUT
2 THREADS ARE EXPOSED ABOVE THE NUT.
TAP THE ANCHOR THROUGH THE BASE RAIL INTO THE HOLE UNTIL THE WASHER
TOUCHES THE TOP OF THE BASE RAIL NOW, TIGHTEN THE NUT TO SET THE ANCHOR.
DO NOT OVER TIGHTEN AND CRUSH THE TUBE.
3
2
ANCHOR HOLD DOWN FO
SPECIAL INSPECTION IS N
FOR OCCUPANCY GRO
ES REPORT: ESR -2251
HEX NUT
I" FLAT WASHER
BASE RAIL
1 1/2" 5/8" X 7" WEDGE ANCHOR BOLT
LOCATED 5" FROM EACH POST
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GRADE
#4 REBAR CONT.
2 PLACES
CONCRETE
12500 PSI)
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VERSATUBE BUILDING SYSTEMS
MATER
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GENERAL NOTES:
1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS AS
FOLLOWS: 1000 PSF MINIMUM. OWNER TO VERIFY THAT SOIL
IS STABLE AND COMPACTED TO A MINIMUM OF 90%
RELATIVE OPTIMUM VALUE.
2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: 1" DIA.
3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28
DAYS SHALL BE AS FOLLOWS: 2500 P51
4. ALLSPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING
AS USED Wt WALLS. FOOTINGS .ETC. SHALL HAVE A MtNIUM LAP
OF 40 DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE
LESS THAN 4-0" APART.
6
#4 REBAR, CONT.
2 PLACES
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BUILDING SYSTEMS
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PROJECT: VERSATUBE FOUNDATION DETAIL
TITLE: STRIP FOOTING. 12" x 12", FOR 16' X 45'-2" CARPORT
DWG NO: 12x12 STRIP FOOTING FOR 16' X 45'-2' CARPORT
DRAWN BY: M. OLIVER
DATE: 10/23/13
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RECEIVER END OF TUBE.
RAFTER, OR SIDE POST
#12X3/4"
SELF -DRILLING SCREWS
1/2" FROM TUBE EDGE
4 PLACES
.\—SWAGED END OF TUBE.
PEAK. EAVE CORNER
HEIGHT EXTENSION OR
SIDE POST.
SWAG IS 6" LONG.
SWAGE JOINT DETAIL (TYPICAL)
RAFTER TO PEAK AND EAVE CORNER,.
SIDE POST TO HEIGHT EXTENSION OR
BASE RAIL PIN OR EAVE CORNER.
d
5
SIDE BASE RAIL
4
BK -IO ANGLE BRACKET
ATTACH WITH (6) #12
X 3/4.50 SCREWS
END WALL BASE RAIL
END WALL BASE RAIL TO SIDE BASE RAIL PIN
WEB BRACE, KNEE BRACE AND COLLAR TIE CONNECTIONS RAFTER
SINGLE DOUBLE
3
VERTICAL BRACE
BK -1O ANGLE BRACKET
ATTACH WITH (6) #12
X 3/4" SD SCREWS
2X2X164"
EXTENS ON -7
ATTACH BK -65 BRACE BRACKET TO RAFTER, PEAK.
EAVE CORNER OR COLLAR TIE WITH (31 #12 X 3/4"
SELF -DRILLING SCREWS. FASTEN THE FLATTENED AND
PIERCED END OF WEB (ANGLE) BRACES TO BRACKET
WITH 3/8" X I 1/4" HEX BOLT. 3/8" SPLIT LOCK WASHER
AND HEX NUT.
NOTE: DO NOT TIGHTEN BOLT JOINT UNTIL BRACKETS ARE
ALL IN PLACE.
r
DOOR HEADER
VERTICAL SUPPORT OVER GARAGE DOOR.
2 BRACKETS FOR CENTER BRACE, ONE FOR
ADDITIONAL BRACES.
END OF COLLAR TIE
#12 X 3/4 SELF -DRILLING
SCREWS. i6 PLACES
BK 60 OR 61 COLLAR TIE BRACKET
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# 12 X 3/4 SELF -DRILLING SCREWS
8 PLACES
END WALL RAFTER, PEAK OR
EAVE CORNER TUBE.
1' X 1 X 4 3/4" ANGLE BRACKET
BOTH SIDES OF VERTICAL POST
FRONT OR BACK VERTICAL POST 2" X 3"
VIEW FROM INSIDE OF BUILDING
—CENTER TIE 2X2X111" DETAIL OF FRONT OR BACK (GABLE END) VERTICAL
SWAGED BOTH ENDS TO RAFTER, PEAK OR EAVE CORNER.
—(8) SCREWS IN COLLAR TIE SWAGE JOINT
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#12X3/4"
SELF -DRILLING
SCREW
4 PLACES ON
EACH SIDE OF
ASSEMBLY
L700 -13K40
UNFOLDED
4 3 , 2 1
#12x3/4"
SELF -GRILLING
SCREWS. 6 PLACES
BK -10 ANGLE BRACKET
DOOR HEADER
2"X3"X15GA
VERTICAL POST
2"X3"X 15GA
GARAGE OVERHEAD OR WALK
DOOR HEADER TUBE TO VERTICAL
POST ON FRONT OR BACK OF
BUILDING.
700-BK40 CORNER BRACKET TO EAVE CORNER
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FRAME
BUTT CONTINUING
HAT CHANNEL.
USE 4 SCREWS AT
THESE JOINTS.
CENTER ENDS OF HAT
CHANNEL ON FRAME.
ATTACH TOP AND BOTTOM
FRANCE WITH # 12 X 314"
SELF -DRILLING SCREWS.
HAT CHANNEL
PURLIN OR GIRT
HAT CHANNEL PURUN OR GIRT TO FRAME
1 1/2" HIGH, 18GA
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