HomeMy WebLinkAboutProject Information INSTALL 1/2'x MINIMUM %ANSION ANCH R INS
• THROUGH BASE RAIL WWJ6'OF EACH
i RAFTER/BOW POSTS ALOPPTTG SIDES OR INSIDE RAI
EVERY OTHER END WALL POST ALONG END ,i RAI
EVII
WALL SECTIONS EVI
WA
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4"MINIMUM 2'MINIMUM
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MINIMUM 2-1/2"..EMBEDMENT
12'— -i CONTINUOUS 4"COP
ONOLITHIC CONC.FOOTING(2500 PSI MIN.)
REINFORCED WITH 2#Fs CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE 2 CONCRETE BASE
I1 1 Not To Scale (OPTIONAL) Not To Scale (OPTIONAL-OF
I
s DRILL 518"HOLE THROUGH THE
§ DRILL 5/8'HOLE THROUGH THE 2"WASHERS BASE RAIL AND SECURE TO
BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2'DIAMETER
( ANCHOR EYE WITH 1/2"DIAMETER TS CONTINUOUS THROUGH-BOLT
THROUGH-BOLT BASE RAIL
TOP OF ASPHALT PAVEMENT
i OR STABLE GROUND SURFACE
i
EYEANCHOR
p MINIMUM 4° 518"ROD 30"LONG
WITH DBL 4'HELIX
CONTINUOUS 4"
CONCRETE PAVEMENT
EYE ANCHOR
5/8"ROD 30'LONG
WITH DBL4"HELIx 3 BASE RAI
ALTERNATE CONCRETE BASE RAIL ANCHORAGE Not To Scale
Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE
it EXPANSION ANCHOR BOLTS)
s
I TS RAFTER POST
i 2-x4"16 GA PLATE(ONE REQUIRED)
1 SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH(4)#12-14 x 3/4"SDFs,
2 ON POST,2 ON RAFTER
TS LEAN-TO RAFTER 2-1/2°FOR
` • 14 GA FRAMIP
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2"x2"x2"16 GA ANGLE CLIP 16 GAUGE U-CHANN
SECURE TO POST AND FASTENED TO THE
z RAFTER WITH(4)#12-14 x 314" RAFTER WITH(2)#12-14 x
SOF's,2 ON RAFTER, I AT EACH END(4 PE
E 2 ON POST
BRACE SE
I POST/ LEAN-TO RAFTER CONN. DETAIL Not To Scale
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4
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/ TABLE!
BOW/RAFTER FRAM_,END POST,GROUND ANCHOR AND Panci.FASTENER SPACING SPECIFICATIONS METAL CARPORT INSTALLATION PLANS AND DETAILS
AVERAGE FASTENER SPACING AND '
ON-CENTERS ALONG RAFTERS OR FRAMING AND FASTENER SPECIFICATIONS
MAXIMUM PURLINS,AND POSTS OR GIRTS
(INCHES) FOR' CONSTRUCTION IN THE
WIND ULTIMATE NOMINAL POST/RAFTER STATE OF FLORIDA
EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS PREPARED FOR:
CAROLINA CARPORTS,INC.
115 TO 150 89 TO 116 5.0 6 6 P.O.BOX 1263
B,C,of D DOBSON,NORTH CAROLINA 27017
151 TO 180 117 TO 139 4.0 6 6
PREPARED BY.•
NOTES: 1.Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. BECHTOL ENGINEERING AND TESTING,INC.
2.Fasteners consist of 1/4'-14X1'self-0dll(ng screws with control see(washer. 605 WEST NEW YORK AVENUE
3.Specifications applicable only for mean roof height of 20 feet or less,and roof slopes.of 7°to 27'(1.5:12 to 6:12 pitch). DELAND,FLORIDA 32720
Spacing requirements for other roof heights end/or slopes may vary. Certificate of Authorization No.00005492
APPROVED PRODUCTS LIST
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
No.&DATE CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS.
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717.1 COVER OVER REINFORCING STEEL RECEIVED
26 Gauge AG Panel 10/13/16 FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFROCING BARS STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS,INC. FL20727.1 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND OCT
19 ZYI�H
7
26 Gauge AG Panel 10/13/16 PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
WEATHER AND 1-112 INCHES ELSEWHERE. PERMITTING
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 St.Lucia County,FL
Series 402-14 09/07/15 REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. .
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL8888.1
Model 203 05/31/15 GALVANIZATION: -
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT THIS IS TO CERTIFY THAT THE CALCULATIONS AND
WINDOWS SINGLE HUNG POCAHONITAS ALUMINUM COMPANY,INC. FL12940.2 DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY
Model 100 VS 01/06/16 WITH ASTM A 153,CLASS B-2.METAL PLATE CONNECTORS,SCREWS,BOLTS AND THE UNDERSIGNED PROFESSIONAL ENGINEER,AND
NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
HOT DIPPED GALVANIZED. SECTION 1609 OF THE FLORIDA BUILDING CODE,
FIFTH EDITION(2014).THE PLANS ARE VAUD UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
GENERAL NOTES: \`�11111111111I���/'
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE,INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND CLADDING,AND BASE RAIL ANCHORAGE.OTHER DESIGN ISSUES,INCLUDING BUT NOT LIMITED
TO PLUMBING,ELECTRICAL,INGRESS/EGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BECHTOL Eu1� C.
2. THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.IMPROVEMENTS.NOT SPECIFICALLY OELANO,FLooYY�NNu^!_ + '%��
ADDRESSED HEREIN,WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK.BECHTOL ENGINEERING AND TESTING,INC.,SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR �s'B o1 N0•5492 E�
` FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
---- ---3.—ALL STEELTUBING.SHALL BE 50HSI STEEL. aUfl
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH Al2-14 x 3/4'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER®8'O.C.AVERAGE. — --- ----- Fbdd.U=�
5• ALL FIELD FRAMING CONNECTIONS SHALL BE N12-14 x 314'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. '��i ,, FLOR��• `���
6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. '���- �S`S►ONP�����
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7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6'OF EVERY POST AND ONE WITHIN 6'OF EVERY POST LOCATION,AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.GROUND ANCHORS ARE
NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. CAROLINA CARPORTS INC.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260.OR EQUIVALENT. 7
a. POSTIRAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS. ..p 4129117
t0., SLAB FOUND ATION'.SIIBORADE 301L8�SHALI.BE;TERMITE TREATED AND COVERED WITH B MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION 2014)(FBC FE 2014)-RESIDENTIAL, ®BECHTOL ENO/NEER/NO �+ qR NTe
AND SECTION 1618.1 OF THE FBC FE 2614-'BUILDING. ( AND Teanxa,rnn
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