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HomeMy WebLinkAboutGeneric Plans; CarportsFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. $DATEDATE EXPIRATION OPEN ENCLOSED PARTIALLY ENCLOSED RISK WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED MAXIMUM POST I RAFTER SPACING AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS (INCHES) STRUCTURAL COMPONENTS ROOF CAROLINA CARPORTS, INC. 26 Gauge AG Panel FC6598.1•R6 12/16120, 04/05/27 180 180 180 INTERIOR END STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel FL6702.1•R6 1211S20 0311427 180 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER: I C 110 TO 150 89 TO 116 5.0 6 6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge Dutch Lap Wall Panel FL6702.3-R6 12/15/20 •' 0311427 WA 164 143 151 TO 180 1 117 TO 139 1 4.0 1 6 6 . STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. 16x8 Flood Vent FL29622.1-RI 022821 0913022 NIA WA NIA NOTES: 1. Specifications applicable to 26 gauge metal roof and Wall panels fastened directly to 12 or 14 gauge steel tuba framing, or 18 gauge hat channel mot purfins. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 FL17996.3.R2 0226121 082625 NIA 139 139 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. - - GROUND ANCHOR SCHEDULE EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 407 FL17996.5-R2 02/28QI 08/19/25 NIA 174 155 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND ULTIMATE WIND SPEED(Mph) 110 120 130 140 150 160 170 180 EXTERIOR. DOORS ROLL -UP ASTA INDUSTRIES INC. Model 203 (12' Max. Width) FL8888.1-R6 02/09121 1213121 WA 180 174 FASTENER SPECIFICATIONS 12 - _ - i EXTERIOR OOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) FL16806.1-R5 12116/20 04/0527 WA 179 154 14 --. �+ 16 A -30' All!1f 0e i FOR CONSTRUCTION IN THE STATE OF FLORIDA - {! / EXTERIOR DOORS , EXTERIOR DOORS EXTERIOR DOORS ROLL -UP ROLL -UP ROLL -UP CAROLINA CARPORTS, INC.. Steel Roll -Up Sheet Door- (8' Max. Width) CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door- (IV Max. Width) CAROLINA CARPORTS, INC. Steel RolpUp Sheet Door -(1 O'Max. Width) FL168062-R5 12116/20 FL16806.3-R5 12/1620 FL18g06.4-R5 12/16/20 04/05/27 04/05127 04f05/27 NIA WA WA ISO 155 180 l8D 133 172 1 = 18 PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY: BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEWYORK AVENUE r 9 20 cD 22 :IB'Aiiihol _ ,Qcla1,1C 0 24 m 26 28 WINDOWS -1 SINGLE HUNG MI WINDOWS AND DOORS Model 185SH FL17499.1-R8 11127/20 10/17/23 WA 175 157 30 ,..-, r0eta01C .. _ , - DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 .' __ , A___, . __„ _,,,M �.adSTALtAiION REQURIEYENr6 "WxtA+I1N P0.S7iSFAC]Nri ITRi�gp1CH (AP IS � d TI1E. S'MIE'FOR 6UdST(11f 1ED 1'RODi1C1a .IIF}DERS"MtG WIII� W MIL9'uAY bEf1Ai5CP OR towEh@ri A9'1ECES4AYiY�TO'ACCOkA00ATE' 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, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR'OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITYOF OTHERS. 2. 3, ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED. q, ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS ANp`SI,IALL MFeET 7f1E DES16k PFiES3(If1ES f2EQ040BY•TjIEFL'DRIDA SUILDLNG C069{ILC)AT Tf1E WCAT1ON OF TLIE•BUILDINGWITHINITHE'STATEOF.FLORIDA.. S. ALL FIELD FRAMING CONNECTIONS SHALL BE At 2-14 x314' SELF DRILLING SCREWS WRItOUT.CONTRQL,BEIiC;WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 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-WI AXW7..4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 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. 8, CONCRETE' ANCHORS SHALL BE TAPCON REDHEAD.LDT 12' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9, POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER 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 SEVENTH EDITION (20201-RESIDENTIAL. AND SECTION 1816.1 OF THE FBC SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11..14,GA FRAMING: 2.11T x.2-12' TUBE STEEL ITS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1/4' x:2-114' TS WITH 2' x T 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 f11 FLOOD VENy PEp,i EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. /� f'Yl i., n L ) THIS IS TO CERTIFY THAT THE CALCUTATIONSAND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION lW9 OF THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020). `\\\t\11V II ill///ir R Iq BECHTCV��aa�,,T� EfiR( �'N {��TING; INC. 60SWESTNE)A ORXAVENGE F '•?YJ, DELAN LOR 3Z720 •, O 38 I'Md. Ea F1ma3l.rt. 4.se ATE 'ice s �'• I�RIUA,.•.•'\�;: cAk \'CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01105/2021 BECHTOL ENGINEERING mw, NTS IMP ,Via W827NO,Ma 021001'^ V 1EWE0 F - 3a ODE COMPLIANOW, r0 LUCIE coUNTY FILECOnrve BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF 6' TYPICALSIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF i TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE 7 TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE ROLL-UPDOOR SWINGINGDOOR (AS applitaNe) (m ePp6aaWe) S TYPICAL END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF I BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR I& ePPII.bI.) (Ae app6paNa) I TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (A. apph.W.) (As applipaWe) TYPICAL END ELEVATION NOT TO SCALE Dl N TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (M eW,01.) - (AS appll.hl.) TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER. UTILITY BLDG VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR (As aPp6wNe) (As appli=e) NCLOSF6TERGTiIOARiE6 _ __ _ _ Y� TYPICAL SIDE ELEVATION L) I I) TYPICAL END ELEVATION NOT roSCALE F0'SCALE TYPICAL BOX EAVE RAFTERGABLE END ELEVATION NOT TO SCALE BECH•iOallIGINEERING AND TW-!-TIM INC. 606 W'3T I'S4y VORK NU S DELAV. FLOF(IDA Th- FlWmaucei)Be a9sTe� R)OP,. •'. ��� C A Rd W"I"' C. 8.RPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 011052021 --a% BECHTOL ENGINEERING IDwL, NTS .a y-J1 AND TWPNQM¢ G21601 w 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 �..A (2) 912-14 x 374' SDFS AT EACH END (4 PER BRACEI Lu A1JWviNtHl 11M1491EET- 4 TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTRVARIES DEPENDING ON ISMAK OPF�mlG FOR ROL4UP DOOR WRM SIRVCTURAL 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS NSTALLATION INSTRUCTIONS 12 �3 24. 1S GA U-CHANNEL BRACE FASTENED TO RAFTER WffH (2)n12.70x314'S. AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE SEE TABLEI TABLE 1 OPENING FOR SWINIGING I SHEET SHEET DOOR WITH NONSTRUCTURAL 1OF6_, HEADER BOTH SIDES L WE CON ECB I IIIIIIIIII CONNECTIONS, .Y/ BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE D 4 SEE TABLE 1 SHEET ,OF6 LEND VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURERS INSTALLATION INSTRUCTIONS t-1-12' 16 GAUGE FURRING FASTENED TO RAFTER WITH (2) 912-14 x 314' SDFs AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-10 11 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012.14 x 3f4' SELF-DRLLUNG FASTENER SPACED NOT MORE THAN 40' O.C. 6' TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 6 a7 �24' 16 GA U-CHANNEL BRACE z 4 ENED TO RAFTER WITH 4 s (2) 912.14 x 3T4' SELF-DRLLUNG tznlAx. oPrNma FOR SCREWS AT EACH END 5 4 4 Rau4ry OOOILvmm NONSTRUCNfUI READER Sr 4� , A- A, 1 9 4 9 4 (4 PER BRACE) f IGAU•CHANNELBRAE(&T MAIN STRUCTUR� L T 1 1 I I I III ( STANDARD LEAN-TO OPTION TYPICAL ROOF EXTENSION OPTION END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING PLANS HWYJ¢i�1"HOWN) NOT TO SCALE NOT TO SCALE (BOX EAVE RAFTER SHOWN. ONLY STAND T LS' S� I T BOW FRAME RAFTER) 46'10 TO ?"POST) GA U•CHANNEL GRACE (e'T014'P09T) BECHLOL NGINFRING AND TES NG;INC. BRACE ANGLE SHALL BE MIN. 30- 6D5 WEST NEW YORKAEFTa168 DELANQ RIDA 32T20 TO MAX. 45- FROM HORIZONTAL FULLS' WELD BOTH SIDES -6 2 ' 4 Thomas Beall •.• R Fio dad RID?.••' \?•' 5' � CAR6 NLA CARPORTS, WELD IWEB INC. CONNECTIONS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BOTH SIDES 4 ENG/AfEER/NO OU052021 FREESTANDING ND nN HCL ANO tESRNQ9a OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMING PLAN � to n' c21001 �SKEET30F6 NOT TO SCALE NOT TO SCALE —TB INSTALL 12' x MINIMUM li TAPCON REDHEAD LDT ANCHOR OR U2' x MINIMUM S12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END t ,. WALL POST ALONG END WALL SECTIONS I I •4• MINIMUM -2' MINIMUM MINIMUM 2-12' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 05§ CONTINUOUS DRILL SW HOLE THROUGH THE Z'WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1Q' DIAMETER TS CONTNUOUS THROUGH -BOLT-\ BASE RAIL (SEEONOIINOA!AU(OA MINIMUM 4' IGCLIEOULE. SHEET 1'OF'S FOR REOUH)OV,1 ,1% CONTINUOUS 4- CONCRETE PAVEMENT EYE ANCHOR'-' CONCRETE BASE RAIL ANCHORAGE NkTO Scale (OPENCMPORTS WHERE SLAB EDGE DISTANCE DOESNOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 18) TSTRUSSED RAFTER CHORD, OR NONST RUCTURAL HEADER J TS END POST OR DOOM WINDOW FRAME POST 2x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASEAVINDOW RAIL OR ANDRAFTERCHORD/MILWITH NONSTRUCTURAL HEADER (4) 012-14 x 314' SDP& (2) ON (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE NOTE: AT. ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL INSTALL Ur x MINIMUM 6' TAPCON REDHEAD LOT ANCHOR OR I2' x MINIMUM 6.1Z EXPANSION ANCHOR DRILL&W HOLE THROUGH THE 2'WASHERS THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 12' DIAMETER TS CONTINUOUS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL MILL B' TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE MINIMUM 2.12' EMBEDMENT EYE ANCHOR SfS' ROD48'LONG _ WITH 6' HELIX OR 518' ROD 6G' LON13 'a OR MINR4UM 4' WITH T HELD(. BLHEDI)LE, S, 1;1'OF 6 AS APPLICABLE i.ORAT'PLlCaOu_Rl') CONTINUOUS 4' CONCRETE PAVEMENT RETE BASE RAIL ANCHORAGE �1 BASE RAIL DEEP ANCHORAGE (OPTIONAL -OPEN CARPORTS ONLY) Nd To Seale 24' 16 GA U-CHANNEL BRACE (S TO T POST) AB' 16 GA U-CHANNEL BRACE (STO 14' POST) BRACEANGLE SHALLBE MINT 46' TO MAX. 6V FROM HORIZONTAL RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WTTH (4) 012-14 x 3'4' SDP§ R POST BOX EAVE RAFTER/POST DETAIL Nd To Scale DRILL 6W HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1? DIAMETER TS CONTINUOUS THROUGH -BOLT- BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYEANCHOR ((SEEG1i0Ui�'ANpiOR SIB'R003WLONG SCHEDIiLE. SMIEET�1;OF e. WITH DBL 4-HELIX I V Nd TO S--- FOR APPIICABRTTT) BASE RAIL ANCHORAGE eale TS BOW RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE NO SCREWS WITH (4) 012.14 x 314-SDPs REOUIRED W BOW BEND -6' 4- 16 GA U-CHANNEL BRACE ' 70 T POST) 40' 16 GA U-CHANNEL BRACE ' TO 14' POST) -TS RAFTER POST &I2' BRACE ANGLE SHALL BE MIN. TO MAX. 60' FROM HORIZONT NIPPLE TO BASE RAIL �3116' �[T _ _ r \ IS CONTINUOUS BASE RAIL 'd -3T'-i I Sr• -G' LONG CURE TS NIPPLE POST T 7 IPPSEC'LE WITH TE pIAND --TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL I �� POST/BASE RAIL CONN- DETAIL Nd To Sca e Nol To Scale TS POST SECURE TO POST AND TOP OF HEADER. TS RAFTER POST DER, OR BOTTOM OF WINDOW RAIIIGIRT WITH (4) al2-14x3fd'SDF§ (2) ON TOP OR BOTTOM. (2) ON SIDE 1 I'IGEN3F• �� BECHT LNGI EERIN 38ANDT T(NG, INC. 605 WEST NELY YO 1-12' x 1-12'x 2' 10 GA CLIP ` DELANOffLPRIDA AN S 1/2' x V O TS NON-STRUCTURAL HEADER * - POST AND BASE RAIL WITH (d) 012.14 x314' SDP W (2) ON TOP, (2) ON SIDE 32720 TIIOAUSB • �E. R \ ` TS WINDOW RAIL OR GIRT Flodda U FOR VERTICAL SIDING OPTION/// NAL \\\ TS CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER, WINDOW CAROLIIVA CARPORTS, INC. END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAI GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Nol To Scale Nol To Smle 01A6R021 -�•,-� BECUML ENGINEERING NTs �i AND TF57NO / ��c,e„e� G21001 TD SHEET4 OF 1 �1*,r,2r'I1GAAI1rIE CUP SECURE TO POSTAND RAFTER WITH (4) 97244 x 3W SO- . (2) ON BOTTOM; (2) ON SIDE OR 2'X4' 16 W PLATE SECURE TO EACH SIDE OF IS END POST POSTIRAFTER CONNECTION WITH (4) 012.14 a 314 SORB. (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL NOt TO Scale 1-1FC x 1-17 x T 16 W CLIP ANGLE SECURE TO RAFTER AND GABLE . WITH (4) 612-14 a 3/4' SOPS. (2) ON TOP, 1-1R'a 1.1/2'xT 1BGA (2) ON BOTTOM CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 012-14 X 314' SDFs (2) ON TOP. (2) ON SIDE IS GABLE RAIL ----TS RAFTER POST GABLE RAIL TO RAFTER POST 8NaTo s4ae CONNECTION DETAIL f9p--111 2-114' FOR 12GA FRAMING 2-Ur FOR 14 GAFRAMING 16 GAUGE U-CHANNEL B\_7 FASTENED TO THE POS RAFTER WITH (2) 012.14 x 3/4' AT EACH END (4 PER B BRACE SECTION Ncl To Scale DBL. 6' LONG IS NIPPLE SECURE EACH WITH (4) 012-14 x 314' SELF -DRILLING FASTENERS —12 W IS POST RAFTER POST/DBL. HEADER DETAIL Not TO Sale IS RAFTER POST LONG IS NIPPLE 1�. SECURE WITH (4) 072-Iq x 314' SELF -DRILLING FASTENERS 2 W DOUBLE IS HEADER L10' NIPPLETO DBL HDR. RAFTER POST/HEADER DETAIL Nol To Sal9 6' LONG IS NIPPLE SECURE EACH WITH (4) V12.14 x 314- SELF-DRILLING FASTENERS 12 W 7S POST —TS RASE RAIL Y1fi''\— J NIPPLE TO V \ BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL NDl To Sa e LE SECURE TO RAFTER POST AND IS RAFTER POST GABLE RAIL WITH (4) 012-14 a 3/4' SDFk, NppLE TO 3118' 6' LONG TS NIPPLE �14W11,1r,11116GCLIPAN TOP AND BOTTOM RAFTER SECURE WITH (4) 412-14 x3/4-SDFs 2'x4' 16 W PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF IS RAFTER 12- LONG IS NIPPLE POST/RAFTER CONNECTION SECURE POST TO NIPPLE WITH (4) 012.14 X 3/4' SDFS. WITH (4) 012-14 x 3/4' SDF'sJKORIZOWAL� (2) ON POST, (2) ON RAFTER ' a Y 16 W CLIP ANGLE ISLEAN-TO RAFTER TO RAFTER AND WBLE r(2) H (4) 012-14 x 3N' SDF%, ON TOP, (2) ON BOTTOM 24' i6 W U-CHANNEL BRACE Yx21T 16 GA ANGLE CUP 6LONG T3 NIPPLE 48' 16 W U-CNAWIEL BRACE (B SECURE TO POST RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALTO RAFTER WRN (4tl014 X 3/4•SECURE NIPPLE WITH (4) 012-14 x 3/4- TO MAX. 60' FROM SDFs, (2) ON RAFTER, SELF-DRILLWG FASTENERS IS RAFTER POST (2) ON POST IS RAFTER POST SIDE EXTENSION � POST / LEAN-TO RAFTER CONN. DETAIL GABLE RAIL TO RAFTER POST �1 RAFTER/POST DETAIL CONNECTION DETAIL I dTo S NoIToSmle eb Nm To Seale ---1-IW 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012.14 X 3N- SOF SPACED NOT MORE THAN 48' O.C. 26 GA.METALROOF PANEL IS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale IS LEG POST IS LEG POST IS RAILS TS POSTS 4 IkA IS BASE RAIL - 1'-0- TYPICAL FLOOD SEE,G�fJEF2AL'PIQT,E�No: f12'; S�iEE.T i;l�6, `��\�`PS• aeNseFCh���' BECkffOL ENGIN6kG6'ZZZ$JD TESTINGi INC. 60S WEST c1EW YORK AVENUE OELAND. ORIDA 32720Fl.dd TOoma. B dgd; CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01N5202T BECHTOL ENGINEERING o� � AMDTee16BR� Ixw Ws rmwa.r�e� ® to �' G21001 '•'�'O TB SHEET 6 OF SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER GIRTS (Typical) TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE Ri V /II I__— -- _ BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (AS applicable) (Ae aDMkaN.) Nil, 111 TYPICAL SIDE ELEVATION' TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE GIRTS (Typical) �-' 1-1l2' 18 GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR EACH RAFTER WITH (2) 812-14 x 3f4' SELF -DRILLING' WITH NON-STRUCTURAL HEADER 6•— — / FASTENERSPACED NOT MORE THAN 48. O.C. , 30 TYPICAL POST/RAFTERIGIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (A6 2Ppllcable) (Ae appiaahkT i ENCLOSED LENGTRVARiE6 Pt i r TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE \GENS 'y BECIi?OL ENGINF jI QOD TESTINCr:INC. 6DS WFMZEW1'ORK AVENUE DELANS. RADA 32720 5 TY - irz Tbome Becfual. t' Flad4a U— • • • \ \\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA D11052021 .�,_,,.ff BECHWL ENG/NEER11 av,m mhb NTS ' l AND 7H871NOL Ina mlem,wncN.NOWmvxvmnoeatme nm®W �' G21DOI