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Home My WebLink AboutCARPORT PLANSx FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURALWALL I STRUCTURAL COMPONENTS I FLOODVENT I EXTERIOR DOORS I SWINGING I EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS ( ROLL -UP WINDOWS I SINGLE HUNG MANUFACTURER CAROLINA CARPORTS; INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Sedes 407 ASTA INDUSTRIES INC. Model 203 (12• Max. Width) CAROLINA CARPORTS; INC. Steel Roll Up, Sheet Door (17 Max. Width) MI WINDOWS AND DOORS. Model 185 SH MAXIMUM ALLOWABLE WIND SPEED CIA APPROVAL EXPIRATION PARTIALLY No.& DATE DATE OPEN ENCLOSED ENCLOSED FL6596.1-115 04/05/27 180 180 180 16110117 FL6702.1-R5 03/14/27 180 180 180 10110/17 FL173M.1-112 09127/19 WA WA WA 10/03/17 FL17996.3-Rl 09/14120 NIA 156 136 01/29118 .I FLW996.5R1 09//4120 NIA 165 147 01129/18 FL8888.1-R5 12131/19 WA 1110 174: 10106/17 FL16806.1-R2 11/11/20 NIA 158 138 01110118 FL17499.1-R4 10/17/23 NIA 175 157 12129/17 NOTES:. 1. DOORS AND WINDOWS SHOWN MAYBE SUBSTITUTED FOR'DIFFERENT PRODUCT LINES AND/OR MODELS; PROVIDED THE FOLLOWING CONDITIONS ARE MET: ,A PRODUCTSHALL HAVE A VAUD FBC PRODUCT APPROVAL. - B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMENTS. 2, FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS. MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODAT_ E SUBSTITUTED PRODUCT. GENERAL NOTES: 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, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE. RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NOWHABITABLE (1TILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE.AND WIND. LOADS. IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN, INCLUDING. DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BYCAROLINA CARPORTS; INC.; WHICH EXERT ADDITIONAL LOADS ON. THE STRUCTURE SHALL BE AT THE OWNER'S RISK.. BECHTOL ENGINEERING AND TESTING; INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALLBE60 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. B. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28DAYS. THE REINFORCING STEEL SHALL BE MINIMUM.GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM 61116. 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 CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 0. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 112' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TRE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. DR EQUIVALENT. 9. POSTIRAFTER BRACING'. BRACE ON EVERY POSURAFTER CONNECTION. EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH -6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017)- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2.000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-112° x 2-1/2' TUBE STEEL (TS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 7 x 2'-TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD. BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED AREA SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5OF 6. TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER (INCHES) RISK .EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 5.0 6 6 1 C 1151T.01180 117 TO 139 4.0 6 6 VOTES: 1 Specifications applicable to 26 gauge metal roof and Wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof pudins. 2. 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). Spacing requirements for other roof heights and/or slopes may vary. 14. 16 18 20 22 24 26 28 1CAND 1D Anchor ON SHEET M04 -0-5-qr REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY COCC& p'q'$� METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA .PREPARED FOR: CAROLINA CARPORTS; INC. P.O. BOX 1263. DOBSON, NORTH CAROLINA 27017 PREPARED BY.• BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00605492 THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN. PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE.VALID UNTIL THE NEXT REVII19V PFr iHl FLORIDA BUILDING CODEH. B.C'7 Florida U -No.i ..FLOR,.•G�1\� SCANNED ' ! I 1 1 1,1 BY CAROLINA CARPORTS, INC. St. LUCID. fJ0U114y GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 0598 .. - 2112119 .. BECHTOL ENGINEERING �., RR ..••� . TITS _ AND TESTING In K, - awN�,m:n -��oxosrrs =--- "D1 G19e01 1 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL-UPDOOR SWINGINGDOOR (As applicable) (As applicable) Alibl(Aplicabl) gh TYPICAL SIDEELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE NOTTOSCALE 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 FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As epppcable) (As applicable) (As applicable) TYPICALSIDE ELEVATION TYPICAL END ELEVATION .y 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 - VERTICAL ROOF BOX EAVE FRAME RAFTER -ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEFRtt r, ANZS T,ESTIN INC} _ , - • 3853� ' DELAND, FLORIDA 7$q N0 CeraficateofA aonNo. C® Thomas Becht P.E. P otlEa Ucense0 •' FLOR��'•• ` \\ �\ CAROLINA CAR061 1ft,`Mc. 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 BECHTOL ENGINEERIM 2/12119 NOT TO SCALE NOT TO SCALE - - NOT TO SCALE - RR ' NTS AND TESTING, lnc` -� RR ww . G19001 mw�a+LR ormndlonu. uoarm�u+rn.s onr�¢ TB SHEET20F6 GA GALVANIZED METAL ROOF PANELS STENED TO RAFTERS PER MANUFACTURER'S ITALLATION INSTRUCTIONS 12 -24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPs AT EACH END (4 PER BRACE) 24' MAI(IMUM RAFTER SPAN ONSINGLE RAFTER . TYPICAL INTERIOR.RAFTER/POST FRAME SECTION -BOW FRAME NOT TO SCALE SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING, PLAN - BOW FRAME NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 1 OF6 HEADER 1ZMAXOPENING FOR ROLL DOOR ym STRUCNRAL . HEADER 10- (TYPICAL) OPTIONAL 24'A" TO 30' TRUSSED RAFTER - BOW GA GALVANIZED METAL ROOF PANELS STENED TO RAFTERS PER MANUFACTURER'S TALLATION INSTRUCTIONS 12 W 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST . FRAME SECTION - BOX EAVE -:HORIZONTAL ROOF NOT TO SCALE C—i 3 a SEE TABLE 1 SHEET 1OF6 . LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURERS INSTALLATION INSTRUCTIONS �1.1/2' 18 GAUGE FURRING l J 124' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 3/4' SDPS AT EACH ENO (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER S2P TO W RAFTER SPAN REQUIRES A TRUSSED RAFT TYPICAL INTERIOR v RAFTER/POST FRAME SECTION -VERTICAL ROOF NOT TO SCALE - 1-12' 16 GAUGE FURRING CHANNEL FASTENED TO. EACH RAFTER WITH (2) #12.14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 6' TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE - - OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE 48' 16 ROOF EXTENSION OPTION TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE SEE I MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE �24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/47 SELF-DRILUNI SCREWS AT EACH END (4 PER BRACE) 4 MAIN STRUCTURE 3 PLAN.(BOTH OPTI LY STANDARD LEAN -TKO IS APPL BECI HTOL EN( IRD LEAN-TO OPTION 10 i`i) I I 1 I I/// 1�/// / i Mq, , INF4, 3853E •' STATE DF I CAROLINA CARPQMi Mil C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA . 2112119 AV BECHTOCENGINEERING .? ,RR NTS INGPLAN . AND TESUNGcIn. wmxm.m�manx, otI�NM4 No iWoeux rtms wum¢ —. RR ". G19001 . "1i01AOe6'°"^ T6 I SHEET OF IWALL MINIMUM 5' TAPCON REDHEAD LOT 2' x MINIMUM 5-12' EXPANSION ANCHOR SE RAIL WITHIN 6' OF EACH S ALONG SIDES AND EVERY END LONG END WALL SECTIONS MINIMUM2'MINIMUM 4 PF MINIMUM 2-12'EMBEDMENT .`.. :ONC. FOOTING (2600 PSI MIN.) WITH 2 #S's CONTINUOUS �-CONCRETE BASE RAIL ANCHORAGE Not To Stale DRILL SIB' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLT INSTALL 12' x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR.112'x MINIMUM SI2' EXPANSION ANCHOR DRILL5/8' HOLE THROUGH THE THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END. ANCHOR EYE WITH 12' DIAMETER WALL POST ALONG END WALL SECTIONS THROUGH43OLT F----I-MIN. 6' TOP OF ASPHALT PAVEMENT TSCONDNUOUS BASE RAIL MINIMUM 2.12' EMBEDMENT 'EYE ANCHOR SIB' ROD 4B' LONG WITH W HELDC OR SIB' ROD 6D' LONG r (SEE GROUND ANCHOR MINIMUM 4' WITH T HELD( SCHEDULE, SHEET I OF 6. AS APPLICABLE FOR APPLICABILITY) ZCONTINUOUS 6' CONCRETE PAVEMENT �1 CONCRETE BASE RAIL ANCHORAGE Not To She (OPTIONAL -OPEN CARPORTS ONLY) 24' 16 GA U-CHANNEL BRACE (5, TO T POST) 4B-16 GA U-CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL IN (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) CONT(NUOUS4'' CONCRETE PAVEMENT EYE ANCHOR �� CONCRETE BASE RAIL ANCHORAGE G Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IB) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POSTOR DOOR/ / WINDOW FRAME POST TS BASEIN9NDOW RAIL OR NONSTRUCTURAL HEADER 12 GA IF ROLL -UP DOOR FRAME) 2' 2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) 012.14 x 3/4' SOPS, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT.ROLL-UPDOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH, (4) #12-14 x 3/4' SDFs POST BOX'EAVE RAFTER/POST DETAIL _ Not Ta Scale TS RAFTER 1-12' x1-12' x 2' 16 GA CLIP ANGLESECURETO POST AND BASE RAIL WITH (4) 012.14 x 3/4' SDF'S, (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE RAIL POST TO RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN. ;ANON -STRUCTURAL HEADER CONN. DETAIL �J NaTOscala NolTo Scale . BASE RAIL DEEP ANCHORAGE � Nol To Style ' BOW RAFTER DRILL 518' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER BASE RAIL TOP OF ASPHALT F OR STABLE GROUND EYE ANCHOR U (SEE GROUND ANCHOR 5/8'ROD3D'LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4'HEUX FOR APPLICABILITY) 24716 GA U-CHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE (8'TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX 60' FROM HORIZONTAL NIPPLE TO BASE RAIL 3' `6' LONG TS NIPPLE SECURE RAFTERAND POST TO T NIPPLE WITH (4) N12-14 x3/4' RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL. GO Not To Scala /TS POST (12 GA IF ROLL -UP DOOR FRAME) 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) #12-14 x 3/4' SW% (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER. (12 GA IF ROLL -UP DOOR FRAME) SIDING OPTION NOWSTRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale BASE RAILANCHORAGE � BASE Ie I BASE RAIL �1 POST/BASE RAIL CONN. DETAIL NMTOSmIe ca H7BEC1,4, BECHTOL CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ' 2H2/19 BECHTOL ENGINEERING TR. NTE nND TESnNG, Inc RR ra G19001 _ fsmxwmwmwmvm .'TB : SHEET40F6 DBL.- 252,2' 16 GA ANGLE CLIP SECURE TO, POST AND RAFTER WITH (4)#12-14 x 3/4' SDPs, (2) ON BOTTOM, (2) ON SIDE OR. 254' 1SGA PLATE SECURE TO EACH SIDE OF TS END. POST POST/RAFTER CONNECTION WITH (4) 012-14 x 3/4' SDPs, A (2) ON POST, (2) ON RAFTER �1 END POST/RAFTER CONN. DETAIL 7 Not To Sole - 1-12' x 1-12- x 2' 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3N' SDPs (2) ON TOP, (2) ON SIDE RAFTER POST 11.12' x 1-12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 ■ 314' SDN, (2) ON TOP, (2) ON BOTTOM 'cal. _ -1� GABLE RAIL TO RAFTER POST &CONECTION DETAIL - ' 2-1/4' FOR 12 GA FRAMING 16 GAUGE UCHANNELBRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12-14 x 3/4' SDPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 6' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 314' SELF -DRILLING FASTENERS GA TS POST RAFTER POST/DBL. HEADER DETAIL � Not TO Scale -- 942' x 1.12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 912.14 x 314' SC TOP AND BOTTOM 1-12' x 1-12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 912-14 It 3/4' SDFs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x W4' SELF -DRILLING FASTENERS RAFTER POST POST SELF-DRILUNG 1/8' II _ I I / SECURE IWITH(4,112-14x 3/4' /_ GA TS POST DOUBLE TS HEADER NIPPLE TO DBL HDR. RAFTER POST/HEADER DETAIL Not To Sole 12' LONG TS NIPPLE, SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs,. 24' 16 GA U-CHANNEL BRACE (S TO POST) .48' 16 GA U=CHANNEL BRACE (8' TO, 14' POST) GABLE RAIL BRACE ANGLE SHALL BE MIN. 45' TO MAX 60' FROM HORIZONTAL GABLE RAIL TO RAFTER POST CONNECTION. DETAIL ,o Not To Scale IA/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. METAL ROOF 6* LONG TS NIPPLE SECURE WITH (4) #12.14 x 3/4' SDPs SIDE EXTENSION.- RAFTER/POST DETAIL 1 � Not To Sraie ' NOT TO. SCALE ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Sole SEE GENERAL NOTE No. 12, SHEET 1 OF 6, BASE RAIL 3/1C NIPPLE TO BASE RAIL RAFTER POST/BASE �1. BASE RAIL CONNECTION DETAIL Not To Sole -- RAFTER POST WITH (4) 012-14 k 3/4-SDFs, (2) ON POST, (2) ON RAFTER .. _�-TSLEAH-TORAFTER -2'#'xT 16 GA ANGLE CLIP -SECURE TO POST AND RAFTER WITH (4) 912-14 x 3/4' SDPs, (2) ON RAFTER, (2) ON POST �1 POST / LEAN-TO RAFTER CONN. DETAIL Io Not To Sole \7111111111I/�/ BECHTOL ENGINEG, INC, 605 WEST NEW YORK A�ENI(EU Eo FLORIDA 32TCO ND 3g53B' jof W = omas B..wl: .E. Floe4a License No. gCPTE _ p, •• Ui�; CAROLINA CARPORTS, INC: GENERIC PLANS FOR USE IN THE STATE OF FLORIDA j BECHTOL ENGINEER%NG — , RR ° : - NTS AND TEsnNo, waow w."U.. Ti. °.E°� RR ryp1. G19001 VERTICAL SIDE OPTION GIRT: (Typical SEE TYPICAL END -WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE DOOR HEADER BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ' TYPICAL END ELEVATION NOT TO SCALE GIRTS (TYPlrl) 1.12' 1S GAUGE FURRING' CHANNEL FASTENED TO W EACH RAFTERITH (2) 012-14 x 3/4' SELF -DRILLING ■FASTENER SPACED NOT MORE THAN 48'O.C. r OPENING FOR SWINGING DOOR / .WITH NONSTRUCTURAL HEADER Ed 126 �i ano 11 17 MWMX OPENING FOR STRUCTORAIHEADER li to 101 1 ho - -OPEA R\ N HEM LENGTH VMES DEPENDING ON NUMBER AND WINDOW �IL ANDSPACINGOFRAFrERS TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE - BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE.ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE E OF CAROLINA CKILFIDIUS GENERIC PLANS FOR USE IN THE -STATE OF FLORIDA BECHTOL ENGINEERING -� .RR °f . NTS AND TEST/NG, In. mimam u-mwrwl omeWVonu. uo Wxwus +mMa nnKm «� RR A0"'®. G191 rseawwr-wmrcun Tc cu�rra /)