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Home My WebLink AboutMETAL CARPORT INSTALLATION PLAN & DETAILFBC APPROVED PRODUt LIST METAL CARPORT INSTALLATION PLANS AND DETAILS MAXIMUM APPROVAL... AND PRODUCT.CATEGORY SUB CATEGORY MANUFACTURER ALLOWABLE FRAMING I No. RAM G DATE P%:L7 WIND SPEED - AND FASTENER SPECIFICATIONS STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS; INC. FL6596.1-R5 180 SCANNED 26 Gauge AG Panel 1.0/10/17 BY FOR.CONSTRUCTION IN THE ��yy STATE OF FLORIDA STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 180 m Lucie. COuney 26 Gauge AG Panel 10/10/17 PREPARED FOR. - STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 NA CAROLINA CARPORTS; INC. 8x16 Flood Flap 10/03/17 P.O. BOX.1263 'f'HatNI' AND ALL PROPOSED WORk DOBSON, NORTH CAROLINA 270:17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 h:SE.SUNh4rT TO rQ.P�Gf?C�h dlrl� Series 402-14 09l07/15 PREPARED BY.• REQUIRED BY FIELD INSPECTOR'S THAT BECHTOL_ENGINEERINGAND TESTING, INC. EXTERIOR DOORS SWINGING ELIXIR DOOR.AND METAL COMPANY FL17996.5 170 `�i`t+ BE ��'lrCSSA'n TO 605 WEST. NEW YORK.AVENUE Series 407 09/07/15: _ C01plikV M11 I.4 ALL APPI4 ABLE CODES. DELAND., FLORIDA 32720 EXTERIOR DOORS ROLL -UP ASTA RIES INC. FL8888A-R5 180 Certificate of Authorization No: 00005492 203 10/06/17 WINDOWS SINGLE HUNG POCAHONTAS'ALUMINUM COMPANY, INC. FL12940.2-R4 139 Model 100 VS 01/07/16 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.3-R2 180 Model -185 SH . 12/29/17 TABLE 1 . RAFTER FRAME, END POST, GROUND ANCHORAND'PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PUR. LINS, AND POSTS. OR GIRTS. (INCHES) . WIND ULTIMATE NOMINAL POST / RAFTER .. RISK EXPOSURE WIND. SPEED WIND SPEED SPACING INTERIOR END CATEGORY _ cAtEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 110 TO 1.50 89 TO 116 5.0 6 6 C 151 TO. 180 117 TO 139 46 6 6 GROUND -ANCHOR SCHEDULE ULTIMATE WLND SPEED.(r' ph): . 1.10.:120'. 130:.140' 1'50' .160 170 180 a 12. 14.F D = 181- : (9, 0 ' 20 22 24 48" Detail Anchor 1 C . OD 26 28 3Q �60 Anchor Detail :1 C - gG2.vogg ST. LUCIE COUNTY BUILDING DIVISION :REVIEWED FOR COMPLI REVIEWED BY DATE 3- PLRNS AND. PE IT . MUST SE KEPT-OOB OR NO INSPECTIOIU MV L BE PJfADE NOTES: DETAILS 1 C'AND I D SHOWN ON SHEET 4 OF 5. THIS IS TO CERTIFY THAT -THE CALCULATIONS AND 1. Specifications applicable to 26 gauge metal roof and wall panels fasteneddirectly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof purlins. SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7" to 27° (175:12 to 6:12 pitch). Spacing UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN requirements for other roof heights and/or slopes may, vary. • ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA, BUILDING CODE, SIXTH EDITION 201 THE PLANS, GENERAL' NOTES: - ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING 1. THESE PLANS PERTAIN ONLY TO TFIE STRUCTURE, INCLUDING' MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN.ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, CODE. ELECTRICAL; INGRESS/EGRESS, PROPERTY SET -BACKS; OR OTHER LOCAL ZONING REQUIREMENTS.ARE THE RESPONSIBILITY OF.OTHERS. 2. THESE: STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS_(RISK:CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS -NOT TECH [A� R N�%A�I�� TING, INC. SPECIFICALLY ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE, AND INSTALLATION OF DOORS, WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST ON THIS SHEET, AND NOT 'INC. 605HWV��ST RKAy�pU PROVIDED AND INSTALLED BY CAROLINA'CARPORTS, SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAM_ AGE OR FAILURE DUE TO THE APPLICATION OF' DELAtJI); F J�6�SIA 3272@"�t C6ffl1z96d1Atft0r.hMtI0 �`.' " 'ADDITIONAL LOADS OF NON -APPROVED COMPONENTS. •, y �. 3. ALL STEEL TUBING SHALL BE 50, KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO -FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. ThI; P Rodd Anse o.38538 5. ALL FIELD. FRAMING CONNECTIONS, SHALL BE #12-14 x W4^ SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. . A Op 6• CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40..CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE �ORIDA FABRIC COMPLYING WITH ASTM-A 185; OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116: /S�i'. . . Oj' 4G\�\\ 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: 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 E CONCRETE SLAB CONSTRUCTION; EXCEPT AS SHOWN ON DETAIL 1 E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND.ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. e• /+ CAROLIN//� '1 CARPORTS, I:NC. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9• POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1 MV 01/02118 = OF THE FBC FE 2017 - BUILDING. BECHTOL ENGINEERING O1" MKB "" NTS - 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS), NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. AND 7E97WG, /ec. OaaniOio mmri tucu eavRoaltular. "M UMMS T.MTM olaXEM RR "n"d 018001 C�ldMA Ib 01 0= �TB SHEET 1 OF 5 BOW FRAME RAFTER - .-E'EN CARPORT - HORIZONTAL ROb.- BOW FRAME RAFTER .ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY 136iL'ING - HORIZONTAL ROOF - S ROLL UP DOOR WINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) 6' -- 6' u ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION , TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE -ELEVATION. TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ' BOX EAVE FRAME RAFTER. OPEN CARPORT -.HORIZONTAL ROOF BOX EAVE FRAME.RAFTER ENCLOSED BLDG -HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL - UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) 6• ENCLOSED TH VARIE TYPICAL SIDE ELEVATION TYPICAL END. ELEVATION .. TYPICAL SIDE. ELEVATION' - .. TYPICAL END ELEVATION TYPICAL END, ELEVATION . NOT TO SCALE NOT TO SCALE NOT TO.SCALE NOT TO SCALE NOT NOT T TYPICAL SIDE ELEVATION . TO SCALE ALE, BOX EAVE FRAME 'RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE 'FRAME. RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR - SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) "1. (As applicable) - (As applicable) - ENC OSED LENGTH VARIES , TYPICAL SIDE ELEVATION' TYPICAL END ELEVATION. TYPICAL.SIDE ELEVATION.: TYPICAL END ELEVATION TYPICAL SIDE ELEVATION , TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO.SCALE' - NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTQ)E EEE I� Q 1 i, INC. 605 WEsr_NEW YOPk AVENUE ' C` � DELAND,, ORIDA 32720I�I i Ceorizadon t� 53$ Thomas e + Ji n pem J. jiju i ai./j' Il lg. i~N Florida LlEn .38535!A7 OF . �- R ZI tjL.IECT ,1 V Y I+ITi 6:vifi9EC" GO INS `20 BY HELD 1�4SPEGTORS THE 0 P"I � ��St�RY M. OR i C CAROLINA CARR �3, INC. C:liV11 !". ALA APPUC04BLE corm. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 01/02/18 NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING � MKB WAM . NTSmU� AND 7ESflNG, /am misuimio cformairu, arreraNVatra. um Wimws nsnNc W 'rnm RR ^m'"-� - G18001 °i�`°�OpppQ1p� AF'° � TB I SHEET 2 OF 5 . 26 GA. GALVANIZED METAL ROOF R (a FASTENED TO PURLINS WITH #12-14 x 3/4' SDFs �. CONTROL SEAL WASHER @ AVERAGE 6' D.C. SPACING 26 GA. GALVANI1 ETAL ROOF PANELS FASTENED TO RAFTERS Wll. ,, _ 1 1-14 x 3/4' SDFs WITH. CONTROL SEAL WASHER @ AVERAGE 6' O.C. SPACING1 `24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH _ (2) #12-14 x 3/4' SDFs AT 9 EACH END (4 PER BRACE) Ig 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER c '24'TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER O AS SHOWN ON THIS SHEET TYPICAL INTERIOR.RAFTEWPOST FRAME. SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON JMBER AND SPACING OF RAFTERS SEE TABLE 1 SHEET 1OF5 TYPICAL RAFTER/POST FRAMING PLAN - NOT TO SCALE 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL (TYPICAL) `% 26 GA. GALVANIZED METAL ROOF PANELS FASTENED \ ' TO RAFTERS WITH #12-14 x 3/4' SDFs WITH CONTROL SEAL HER @ AVERAGE 6' O.C. SPACING 12 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24' MAximum RAFTER SPAN ON SINGLE RAFTER ,24'TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON'THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS SEE TABLE 1 SHEET 3- 1 OF 5 4 TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE NOT TO SCALE OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER NONSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN. AND1Nwo0w RAIL (Also appliea6le to End Walls) NOT TO SCALE ROOF EXTENSION OPTION 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE LEAN-TO SEE TABLE 1 SHEET 1-1/2' 18 GAUGE FURRING CHANNEL (PURLIN) �24' 16 GA U-CHANNEL BRACE = c� FASTENED TO RAFTER WITH (2) #12-14 x.3/4' SDFs AT EACH END (4 PER BRACE) O W J 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER .�- >24' TO 3V RAFTER SPAN REQUIRES ATRUSSED RAFTER O AS SHOWN ON THIS SHEET F TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. SEE TABLE 1 SHEET 1 OF 5 I VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE LFE C 0 p TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) TYPICAL BOW RR, „ LE END FRAMING PLAN NOT TO SCALE I :, - Q f' 4w'ilAND ALL ppop r r , k' �. � �'-GT TO ANY Cop jC:C'; tsZzCUEaS::-:6 Sy R—FLE) Itrj, ya�y�, q �rcCTI��-. � 1 i7.4•i n lI AY 8Er t,jECEvL� r Eft: (��j 0 pg J 11 �C.[IIOEa��/E(i7�AsE.� �({{rrr}s�r+,r-p��t-1 )�✓ 5 /•'.Y 1' uC. E Cta1Ee.Si. SEE TABLE 1 SHEET 1OF5- TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE nf FULL 6" WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE FULL 6" WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scal\\\�,1 aoOS R 2-1/4" FOR Thomas 12 GA FRAMING Flodde Ucefjs 89 OF �- 2-112" FOR % i�=�---� n _ \ 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale