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Home My WebLink AboutCARPORT PLANA �L FBC APPROVED PRODUCTS LIST Itll/iAl1Yl UlUI H4LVNVroaIdC WIND SPEED .....7 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL_ No. $ DATE QA ,EXPIRATION OPEN ENCLOSED PARTIALLY ENCLOSED' RISK WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED MAXIMUM POST I RAFTER SPACING AVERAGE FASTENER SPACING OR ON -CENTERS A ALONG SORGIRAFTERS S PURLINS, AND POSTS OR GIRTS (INCHES) STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26Gauge AG Panel FL6596.1-R6 12/15/20 04/05/27 180 180 ISO INTERIOR END STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R6 03/14/27 180 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS 26 Gauge AG Panel 12115P20 ) C 110 TO 160 89 TO 116 5.0 6 6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge Dutch Lap Wall Panel: FL6702.3-R6 12 I5120 "' 03114/27 NIA 164 143 151 TO 180 I 117 T0.139 4.0 6 fi STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC, 16x8 Flood Vent FL29622.1-R1 02/28/21 09/30122 N/A N/A N/A NOTES: 1. Specifications applicable to 26 gauge meta(reof and wall panels fastened directly to 12 or 14 gauge.steel tube framing, or 18 gauge hat channel roofpur8ns. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 FL17996.3-R2 02/28/21 08/26/25 N/A 139 139 2. Specifications applicable only for mean roof height of 20 feel or less, and roof slopes of 7" to 27° (1.5t12 to 6:12pitch). Spacing requirements for other roof heights and/or slopes may vary. GROUND ANCHOR SCHEDULE EXTERIOR DOORS ` SWINGING ELIXIR DOOR AND METAL COMPANY :Series 407 FL17996.5•R2 02/28Y29 08/19/25 NIA 174 155 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND ULTIMATE WIND SPEED"(mph) IIO 120 130 140 150 160 170 180 EXTERIOR DOORS 'ROLL -UP ASTA INDUSTRIES INC, Model 203 (12' Max. Width) FL8N8.1-R6 O2/09/21 12/31/21 NIA. 160 174 FASTENER SPECIFICATIONS 12- _ EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS EXTERIOR.DOORS ROLL -UP ROLL -UP ROLL -UP - ROLL -UP CAROLINA CARPORTS, INC; Steel Roll Up Sheet Door (12' Max. Width) CAROLINA CARPORTS, INC, Steel Roll -Up Sheet Door- (8' Max. Width) � CAROLINA CARPORTS, INC: Steel Roll -Up Sheet Door - (16' Max. Width) CAROLINA CARPORTS, INC. Steel Roll•U Sheet Door- 10' Max. Width P ( ) FL16806.7-R5 12/16/20 FL16808.2-R5 12/16/20 FL16806.3-R5 12/16/20 FL16806.4-R5 12/16/20 04I05/27 04/05127 04/05/27 04/05/27 NIA. N/A - WA N/A 179 180 165 180 154 ISO 133 172 ••� 14 % 16. 30Anchor ,Da1dd atl 1D FOR CONSTRUCTION IN THE STATE OF FLORIDA 'PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA Q7017 PREPARED BY.• BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE CD22 20• 481'Agchor• pala0l C Ei 24 _+ m 26 ~- b "' 28 •60'Mchor WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499t1-R8 .....-....., 10/17/23 WA. 175 157 DELAND,.FLORIDA 32720 ee.em,.��e ,.r n„u,..:h�u;.n Mn nnnnaeno 30 _ 211C - • _ . h DOORS AND WINDOWS SHOWN MAY BE 31fPSTITUftD POH DIPFEREII I F HPuuliI I.Ij S./}I`lUljltip'141JE.4A•;!'NpVlt]CU; ITIC rULLUWiN�GINY[7JItuNp nick a+tl' A PRODUCT SHALL CPRDDUCT AL, -MANUFACTURERS 8, CriMPONENTS AliE,INSTALliO'ACCOROINOTD MANUrACTLIRER'S INSTALLATION REOItRIEAdENTB. k1A1(IMLIM P05r SPACING FQftDUiCIILAP IS4.0' 2 FRAp11NGCENNECT��TALLEDA IONS FOR [DOOR AND WINOQIN FRAw1.ES•REMAIN THE SAME FOR SOPSTfTUIED PROIHIOIS.. HEADERS AND WP:OONIRMLS MAYBE RAISED Ott LOWERED AS NECESSIdtY TO'ACCOMODATE SUBSTITUTED PRODUCT. r 4/ GENERAL NOTES: J/� 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 THIS IS TO CERTIFY THAT THE CALCULATIONS AND PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS, SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UJ - -..- . . --• ..., -. .. -. -- .. 2, iTHSSE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE OUt.'t01NGS (R)$K CATEGORY 1) CAPABL6pF-SUPPORTING•DEAD LOAD OF THE STRUCTURE ANOAPP)_ICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOTSPECIFICALLY ADDRESSED HEREIN; INCLUDING t)OORS,) fNDOWS, OWbT IER;COt tPONENTS NOT LISTED IN THE FBC APPROVED PRODUICTS LIST {THIS SHEET)„AND] NOT PROVIDED AND INSTALLED SY,CAROLINA CARPORTS; UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH E REQUIREMENTS OF SECTION 16090E THEION INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT f" OWNER S RIS}C. 6ECHTOL ENGINEERING AND TESTING, INC., $"AIL NOT,BE RESPONSJ$LE FOR STRUCTURAL DAMWE'OR FAILUFtE DUE TO THE APPLICATION OF.ADDITIGNAL COADS. - THE FLORIDA BUILDING CODE SEVENTH EDITION ( ) , (J UJ -OR now > -Z-1v 3, ALL STEEL TUBING SHALL BE.50 KSI GALVANIZED.STEEL. ALL FASTENERS SHALL BEGALVANIZED OR STAINLESS STEEL ZINC PLATED,. 1 U A. 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?HE U J LOCATION OF THE BUILDING WI THIN THE STATE OF FLORIDA. //' 8?�If•+ ■ \\\�tttltlll111 6, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x314" SELF DRILLING SCREWS WITHOUT CONTROLSEALWASHER. ALLSHOP FRAMING CONNECTIONS SHALL BE WELDED. BECHT ET;Rj N TING, INC. 6, CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF2500 PSI AT 28 DAYS, THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40, CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4 605 wE2T'N RKAVE E F '•, J, D DELANLOR WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116: $2720 •:O , 38 7, BASE RAIL. GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF.EVERYPOST 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. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2" x W OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260,'OR EQUIVALENT. Thomas•Be Flarlda LI'ya .38 - A .• (V -. 9. POST/RAFTER.BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. s • 4ORIDA•, • ��` ` 10, SLAB FOUNDATION SUBGRADE SOILS SHALL'BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SEVENTH EDITION (2020) -RESIDENTIAL. AND SECTION 1816.1 OF THE FBC jj ^ �/� ) td"!Ro®®��yINC. R SEVENTH EDITION (2020) -. BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF2,000 PSF IS ASSUMED. loll RI- '1i 11. 14 GA FRAMING: 2-112" x 2-1/2' TUBE STEEL (TS) WITH 2.1/4' x 2-114" TS NIPPLES. GENERIC PLANS FOR USE IN. THE STATE OF FLORIDA 12 GA FRAMING: 2-114" x 2-114" TS WITH 2" x 2" TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD13E INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF BECHTOL ENGINEERING 01/05/2021 a .mht ""E NTS 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 AND 7ES77ND, rna �e 021001 EVERY 305.SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF S. �INQ•eR�l4.� VTR CNCGT •1r1Fa It i+ 0 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF I BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION NOTTO SCALE NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTO'SCALE NOT TO SCALE BOX EAVE.FRAME RAFTER OPEN CARPORT -VERTICAL ROOF TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION NOT TO SCALE _ NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE BOX TYPICAL END ELEVATION -NOT TO SCALE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable)-1 (As applicable), TYPICAL SIDE ELEVATION TYPICAL'END ELEVATION NOT TO SCALE - NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF FLOOD VENTI(As,eppllcable) ROLL -UP DOOR SWINGING DOOR (As applicable)-1 (As applicable), TYPICAL SIDE (ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE "1 1 TYPICAL END ELEVATION NOT TO SCALE. _ BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR. SWINGING DOOR ENLLO$EO LENGTH YAkaiS TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION .NOT TO SCALE bAV LA'%M C®'ARAC 0ACTC0 11'T11 ITV 01 ndt _ Ue%019AfUTA1 12nn0: r.�rx3 Tr ar�n-n�-� TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE. BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL.UP DOOR SWINGING DOOR L EO ENGTHVAR _ _lo - i TYPICAL SIDE ELEVATION j11 l; l TYPICAL END ELEVATION NOT TO SCALE \\�\\ H NdVjqF cALE / TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE BECFIt011, fliGINEERING AND TNIftG, INC. 605WESTNEWYORK N18 OELANB, FLOF IDA 3 53 w; Thomas c P:E. ny Florida Uc�eee 3$S'38F R1DA_.'•�\�c� CARONA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/0512021 BECHTOL ENGINEERING mkb Nis .. 1 AND TE877NO, Inc rwomnasew.amrowmnN.umwnmueranmwuwsms -� lb m: G27001 TB SHEET OF —^26.GA. GALVANIZED METAL ROOF PANEL$ 26 GA, GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TORAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS - 12 NSTALLATION INSTRUCTIONS 12 4 f3 4 24. 16 GA U-CHANNEL BRACE 24' 16 GA U-CHCEFASTENED TO RAFTER WITH FASTENED TOITH'(2)#12.14x 314"SDF'S AT (2)N72.14 x314EACH END.(4 PER BRACE) EACHEND (4 P_,._-.- gj 2CR{gxiMljil FiAffFA S?AN d{SW(LP RARER v --...___._....-. - if NAXILRIAIHAFTS SPAN OH ER ry•24 TO W RARER SPAN REOUIRESA MUSSED RAFTER -2-0 TOJVRA$fERSPAII REGUNMSFTERASSHOWNONIMS;JIEET' tH14S 4,g AS StIOWN OH TYPICAL TYPICAL INTERIOR RAFTERIPOST INTERIOR RAFTEWPOST FRAME SECTION - BOW.FRAME FRAME SECTION = BOX EAVE -.HORIZONTAL' ROOF NOT TO SCALE NOT TO. SCALE 1 TYPICAL RAFTER/POST FRAMING PLAN -BOW FRAME TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE. NOT TO SCALE' - NOT TO SCALE SEE SEE. TABLE1 TABLE 1 OPENING FOR SWINGING SHEET SHEET' / DOOR WITH NON-STRUCTURAL. ,%7 N I 1 OF 6 1 _OF6 / HEADER 6 (TYPICAL) NOT TO SCALE FRAMING OPTIONAL 24'-l"TO 30' TRUSSED RAFTER - BOW .NOT TO SCALE Y2' MAX.OPEN ROLL-UPOOC NON-STRUC' HEADEI OPENINGS 24'-l" TO 30' FRAMING -BOX 7 q. SEE TABLE-1 SHEET 10F6 LENG :VARIES DEPENDING ON NUMBER, RAFTERS - VERTICAL ROOF 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 1-1/2' 4B GAUGE FURRING 11 CHANNEL(PURLIN) S 2 4 24'16 GA U-CHANNEL BRACE SEE g FASTENED TO RAFTER WITH TABLE 1 Pik+ �7 (2) 012.14 x 314" SDF's AT SHEET M EACH END (4 PER BRACE) 1,CFO 24'-MA .NUM RAFTERSPAN 'ON SINMRAFIER 5 sIV 703.WFAFAE.R SPANREMAES ATRUSSED RAFTER { O AS SHOWN IN TINS SHEET 4 i TYPICAL BOW RAFTER GABLE END FRAMING PLAN TYPICAL INTERIOR NOT TO SCALE RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOTT.OSCALE' 1.1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) N12-14 x 3/4' SELF-DRW-ING FASTENER SPACED NOT MORE THAN 48' O.C. 11 6` TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE ROOF EXTENSION OPTION. MAIN STRUCTUR�111 11 1 ):) /' /, ,/ STANDARD LEAN-TO OPTION. nN TYPICAL LEAN-TO OPTIONS FRAMING PLAPNb IROFIT I�S,SHOWN) NOT TO SCALE (BOX.EAVE RAFTER SHOWN, ONLY:STA§p I APSLI�I,ET aOW FRAME RAFTER) 24" 16 GA U-CHANNEL BRACE (IT TO 7' POST) BECHZOL NGIN%RING AND TES G; INC. 46' 16 GA U-CHANNEL BRACE (8'TO 14' POST) 605 WESTNEW YORK'A BUh'iB5 DELAN� BRACE ANGLE SHALL BE MIN. 3W - TO MAX. 45* FROM HORIZONTAL F*R(Dq 3272D , .....--...-LD 3 2 4. Thomas Be�ih1 •. • ,c • Flodda Ueee CARbtlti'A CARPORTS, INC. a 4 GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/0512021 FREESTANDING i BECHTOL ENGINEERING �::A NTS AND 7E3nma Im LEAN-TO FRAMING PLAN NOT TO SCALE SHEET30F8 4 INSTALL IlT x MINIMUM S' TAPCON REDHEAD LOT INSTALL 112' x MINIMUM 6' TAPCON REDHEAD LOT ANCHOR OR 10 x MINIMUM 5.11T EXPANSION ANCHOR ANCHOR OR 112' x MINIMUM 6.1W EXPANSION ANCHOR DRILL 618• HOLE THROUGH THE 2' WASHERS THROUGH BASE RAIL WITHIN S' OFEACH THROUGH BASE RAIL WITHIN B' OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END 'RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH I/2'DIAMETER TSCONTINUOUS WALL POST ALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS THROUGH -[BOLT BASE RAIL 4' MINIMUM' -2' MINIMUM (---- MIN. 6' TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE /MINIMUM.2-112" EMBEDMENT MINIMUM 2-172"EMBEDMENT G EYE ANCHOR MIN.) CONCRETE BASE RAIL ANCHORAGE % Nol To Scalo DRILL 616' HOLE THROUGH THE 2.WASHERS BASE RAIL AND SECURE TO J/I(� ANCHOR EYE WITH 9PP DIAMETER /.I /''TS CONTINUOUS THROUGH -BOLT -A / BASE RAIL - II (6EE'GROUND ANCRO$ MINIMUM 4' 'VI WIEDULE SHEET 10F 6, FORAEGIIIREO /JJCFIOR), CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR--___ * U CONCRETE BASE RAIL ANCHORAGE l a_ "Not TO SC819. (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL I- TRUSSED J R TURALAFTER HEADER OR NONSTRUCTURAL HEADER J IS END POST OR DOOR( WINDOW FRAME POST ANINDO L RAIL ER IS NON-STRUCTURAL NON•STRUCTURALHEADER (42.CAIF ROLL -UP DOOR FRAME) POST TO RAIL, NON-STRUCTURAL Not To Scale / TRUSS HE) 2"x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #1214x 314SDFs (2) ON TOP OR BOTTOM (2) ON SIDE NOTE ATROLLUP.DOOR OPENINGS, POST SHOULD. BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. ROD 48 LONG ?. WITH HELIX - OR. -616' ROD 60" LONG (SEE OROUND ANCHOR'; MINIMUM4WITH 7' HELIX, SCHEDULE, SHEET OF 0; AS APPLICABLE FOR APPLICABILITY) /_-0,INUOUS 4'CONCRETEPAVEMENT CONCRETE BASE RAIL ANCHORAGE �^ SASE RAIL DEEP ANCHORAGE Nol To Scale '(OPTIONAL -OPEN CARPORTS ONLY) iv Not TO Scale 24' 16 GA U-CHANNEL BRACE (V TO T POST) 48' 16 GA U-CHANNEL BRACE (V TO' 14' POST) BRACE ANGLE SHALL BE MIN. 46' TO MAX. 60- FROM HORIZONTAL NIPPLETO 3\_.. RAFTERP IS RAFTER 6' 6' LONG"TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14.x 3/4' SDFs .r TS RAFTER POST u�!BOXUEAVE RAFTER/POST DETAIL - T3 RAFTER 1,-1/2' x 1-112' x 2' 16:CA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 314" SDFs, (2) ON TOP. (2) ONSIDE � TS CONTINUOUS BASE RAIL 5 END POST/BASE RAIL CONN. Nol To.Scate TO BOW RAFTER/POST DETAIL. �p Not To Seale ,2" x 2' x 2. 16 GA ANGLE CLIP SECURE3D POSTANOTOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH (4) 012-14 x 314' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE DRILL 6N' HOLE THROUGH THE -2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYES WITH WZ DIAMETER TS CONTINUOUS THROUGH-BOLT-� BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, EYE ANCHOR U (SEE GROUND"AFtC{IOt2 516' ROD 30' LONG SCHEDULE; SHEET bOF 6, WITH DBL 4' HELIX FOR. APPLICABILITY) ABASE RAIL ANCHORAGE Nd To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH(4) 012-14 x 314. SDPs IS RAFTER POST TS CONTINUOUS BASE RAIL "POST/BASE RAIL CONN. DETAIL � Nd To SCa10 DEL$N LQRIDA 32720. nucxuO IS NONSTRUCTURAL. HEADER �U Thomas IS WINDOW RAIL OR GIRT Flmide Li en ci FOR VERTICAL' SIDING OPTION/, - NAL = NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. �1 RAIL, OR GIRT TO POST CONN. DETAIL. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA NotTaScale _ 01roSM021 BECHTOL ENGINEERING mkb NTS AND TES"NG Le wa>n. vmao.miw.nnwrouu�remrvosL». � th M0i G21001 -SHEET 4 OF 6 RAFTER WITH (4) 012-14 x 314" SDF'S, (2)ON.BOTTOM; (2) ON SIDE OR 2"x4' 16 GA PLATE SECURE TpEACH SIDE OF TS END POST POSTIRAFTER'CONNECTION. WITH (4) 012-14 x 3/4" SDFs, (2) ON POST, (2) ON RAFTER (—,-)_END POST/RAFTER CONN, DETAIL J Not To Scale 1-1/2' x1.112" x r 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-19 k 3/4'.SDF's, (2) ON TOP, 1-1n x1•vrxrlscA (2)ONBOTTOM CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 01214 x 314%DFs (2) ON TOP, (2) ON S1DE TS.GABLE RAIL --TS,RAFTER POST GABLE RAIL TO RAFTER POST 'CONNECTION DETAIL. In - Not To Scale 2-1/4' FOR 12 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND .RAFTER WITH. (2) 012-14 x 314' SDF'S AT EACH END (4 PER BRACE) - BRACE SECTION Nat To Scale NIPPLE TC DBL.HDR. • 0" LONG TS NIPPLE SECURE EACH WITH (4) 012-14 x 3/4' SELF -DRILLING FASTENERS TS RAFTER POST V LONG TS NIPPLE SECURE WITH (4) 612-14 x 3/4' SELF -DRILLING FASTENERS 92 GA DOUBLE TS HEADER GA TS POST BASE RAIL I^---^----'12 GA TS POST 3/16' <NIPPLE TO r/—DBL. HDR. -r—�� 3116' NIPPLETO ' BASE RAIL RAFTER POST/BASE RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL BASE RAIL CONNECTION DETAIL $ Nat ToScela - 9 NotTaScale O 10 Not To Scale x 1-1/2':x 2' 16 GA CLIP ANGLE E1/r CURE70 RAFTER POST AND. GABLE RAIL WITH (4) #12-14 x 314'SDPs; TS RAFTER POST TOP AND BOTTOM NIPPLE TO 3/18' . 6° LONG TS NIPPLE RAFTER, SECURE WITH (4) 012-14 x 314" SOFs 2'x4' 18:GAPLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF, 7S RAFTER 12' LONG TS NIPPLE: POST/RAFTER CONNECTION SECURE POST TO NIPPLE WITH:(4)012-14x3l4°SOFs, 'WITH (4) 012.14 x 3/4" SOF's, - (2) ON POST,.(2) ON RAFTER 1.112' x 1-112' x 2' 16 GA CLIP ANGLE - TS LEAN-TO RAFTER SECURE TO RAFTER GABLE R A RAIL WITH (4) 012.14 x 3/4' SDF5, (2) ON TOP, (2):ON BOTTOM ro 6"- 24' 16 GA U-CHANNEL BRACE (V TO T POST) 2"x2'x2. 16 GA ANGLE CLIP - 8' LONG TS NIPPLE 46' 16 GA U-CHANNEL BRACE (V TO 14- POST) SECURE TO POST AND 'SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45' RAFTER WITH (4)#12-14 x 3114" TO NIPPLE WITH (4)'012-14x 314• TO.MAX, :60' FROM HORIZONTAL SDFS, (2) ON RAFTER, SELF•DRILUNG FASTENERS_ TS RAFTER POST (2) ON POST TS RAFTER POST GABLE RAIL TO RAFTER POST SIDE EXTENSION /' POST / LEAN-TO RAFTER CONN. DETAIL RAFTERIPOST DETAIL 1J CONNECTION DETAIL 12 Nol Tb scale: Not resaare No1ToScale 14/r IS GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012.14 x 3W SDF SPACED NOT MORE THAN 48'O.C. r26 GA. METALROOF PANEL "--TSRAFTER _1_ ROOF PANEL ATTACHMENT' (ALTERNATE FOR VERTICAL ROOF PANELS). Not To Scale TS:L TEE SEE GENERAL NOTE"No. 12, SHEET 1; OF 6. )\\))III!//�� 43 H.eFc''% "I¢TOL ENGIN(Eii@jQMO TE8TIN(5�I JE6T�[JEW YORKAVENUE - ,f1 A-111-IDA 32220 - FloridaUcen£e4jlo� • �Nv �� /lTl 11(`1 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/0512021 AD BECHTOL ENGINEERING'+ mkb M e NTS' AND TgsnN40 ewuunoovmaer ivnworamntNowmiwemmnawmia � to omixu. G21001 '"'PO'ID'TB SHEET OF GIRTS (Typical)._ a SEE TABLE 1 /rOPENING FOR SWINGING DOOR SEET /'HWITH NON-STRUCTURAL HEADER TYPICAL END WALL OPENINGS POSTIRAFTERIGIRT FRAMING PLAN NOT TO SCALE GIFTS (Typical) 1-112" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) N72-M x314' SELF•DRILLING 8-1 M / FASTENER SPACED NOT MORE THAN 48' O.C. OPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER ®�I�(�I�I�I�I� �I■rll�I STIR A IOPENING FOR WINDOW"i TYPICAL POST/RAFTERIGIRT FRAMING PLAN NOT TO SCALE BOX EAVE;;FRAME RAFTER ENCLOSED BLDG -VERTICAL SIDES BOX EAVE FRAME RAFTER UTILITY BLDG -`VERTICAL SIDES I TYPICAL SIDE ELEVATION TYPICAL END ELEVATION' NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE, H •TO. . 1N