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Home My WebLink AboutCARPORT PAPERWORKJ-.-BC APPROVED PRODUCTS LIS` PRODUCTCATEGOR,YJ SUBCATEGORY STRUCTURAL COMPONENTS I ROOF DECK STRUCTURAL COMPONENTS STRUCTURAL WALL STRUCTURALCOMPONENTS'l FLOODVENT EXTERIOR DOORS I SWINGING I EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP' EXTERIOR DOORS I ROLL -UP WINDOWS - I SINGLE HUNG CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC _ 8x18Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS Model 185 SH MAXIMUM ALLOWABLE WIND SPEED QA APPROVAL EXPIRATION PARTIALLY No.& DATE DATE OPEN ENCLOSED ENCLOSED FL6596.1-RS 04/05/V no 180 180 10/10/17 19-002.1-R5 03/14/27 180 180 180 10/10/17 FL17381.1 _R2 09/27/19 N/A - N/A INA 10/63/17 - - - FL17996.3-R1 09/14/20 WA 156 138 Ot/29/18 FL17996.5-R1. 09/14/20 N/A 165 147 01/29/18 FL8888.1-R5 12/31/19 WA 180 174 10/06/17 FL16806.1-R2 11/11/20 WA 158 138 01/10,118 FL17499.1-R4 10/17/23 N/A 175 157 12129/17 NOTES:.- /. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODl1CT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A' PRODUCT SHALL HAVE A VALIOFBC PRODUCT APPROVAL.: ' B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REOURIEMENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTffUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITITED 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, INGRESS/EGRESS, 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 UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF. SUPPORTING DEAL) LOAD;OF THE STRUCTURE AND APPLICABLE LIVE AND WIN D.LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED, HEREIN, INCLUDING DOORS, WINDOWS; OR -OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED'AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERTADDITIONAL LOADS ON,THESTRUCTURE SHALL BEAT THE OWNER'S RISK BECHTOL ENGINEERING AND TESTING, INC4 SHALL NOYBE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATIONOFADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLEDACCORDING 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 3/4' SELF DRILLING SCREWS WITHOUT CONTROL SEAL 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-W1 .4XW1 ,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 LOT 1/2' x 5" OR EQUIVALENT OR WEJ4T ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9.. POST/RAFTER BRACING: BRACE ON. EVERY POST/RAFTER 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: 2-1/2' 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 T x T TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGSMUST 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. a 1 TABLE I RAFTER ;'FE, END POST, GROUND ANCHOR AND PANti rASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POSTIRAFTER - (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 5.0 6 6 C 151 TO 180 1 111 TO 139 4.0 6 6 VOTES: 1. Specifications applicable to 26 gauge metal roof and wallpanelsfastened direc0y to 12-or 14 gauge steel tube framing, or 18 gauge hat channel roof puriins. 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. 110 120 130='140 -150160 :170 12 14 30' Anc ror 1E Dela�1D x 18 .20 48' Anchor - Y2 Deta11C 0 J" 24 :. m 26 28 so' I 30 Det DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 1904 -030-7 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILEsg �� ?Y BY nay R MAY 2 4 119 I GI ST. Luc ie e County, permitting F 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.• BECH_TOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORKAVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 60005492 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.16D9 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017).. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. ♦♦�111f11111///, 1 ;ISTATE •. STATE OF ; •��/ a CAROLINA CARPORTS, INC. IC PLANS FOR USE IN THE STATE OF FLORIDA 190 BECOLeENG/NEER/NG srm.wexs.cnvm® G19001 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF ° -_ BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILD_ ING - HORIZONTAL ROOF _ FLOOD VENT (As applicable)' ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (Asapplicable)(As applicable) _ (As applicable) Ir TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICALSIDE ELEVATION TYPICAL END ELEVATION. TYPICAL SIDE. ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE - NOTTO SCALE : - NOT TO SCALE BOX EAVE FRAME RAFTER OPEN: CARPORT - HORIZONTAL, ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG HORIZONTAL ROOF BOX EAV_ E FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF 'FLOOOVENi (As app6ceble)' - ROLL -UP DOOR SWINGING DOOR - ROLL -UP DOOR SWINGING DOOR .. .. .. .: (As applicable) (As applicable) - - (As applicable) (AS appncaaa .. tv - - s -- - — - s - ---- _ 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 NOTTO 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 SWINGINODOOR (As applicable) ' (As applicable) - (As applicable) (AS apPfcaae) 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 \\`11111111111///// TO % BECHTOL ENGINEERIN ®, Sv1 , W5 WESTNEW YORKMENUF` • '. DEIAND. FLORIDA32720 No.38538 ceA6mma No ; FIoIIEaLlmnsPE.99 �'•, STATEOF -- �\ IGN CAROLINA CARP6Ft/ GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE ENDELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION BECNTOL ENGINEERING 2R211e NOT TO SCALE - NOT TO SCALE NOT TO SCALE a••• - RR - ..... NTS AND 7158PNG. hm.' ' RR'_ ^Of6 G76001 .�i<momn eAnu•n�o�Avr Amnma a �•AOO°�0�®P® •^o'm TB sHEE'r20F6 26 GA GALVANIZED METAL ROOF PANELS '6 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS NSTALLATION INSTRUCTIONS 12 Q3 2 2 12 SBRACE 24'18GA U-CHANNEL BRACE 24. 16 GA U-CHANN FASTENED TO RAFTER WRH u FASTENED TO RAFTER WITH (2)*12114x 3M SOPS AT (2)#12-14x 314'SDFS AT EACH END (4 PER BRACE) i - EACH END (4 PER BRACE) 24' M=MUM RAFTER SPAN ON SNGLE Ra >24' TO W' RAFTER VAN REOU6 S A TRUSSED RAFTER v 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 I OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 10H HEADER II II 17 MA OPENING II II - - HEADER. r(TYPICAL) TYPICAL SIDE WALL OPENINGS FRAMING_PLAN ANDwwoowRAa (a4o ePYuceble mDO We ) NOT TO SCALE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE, HORIZONTAL ROOF NOT TO SCALE ' V- 26 GA GALVANIZED METAL ROO.', '-LS FASTENED TO PURLINS PER MAHJ�na:NRERS INSTALLATION INSTRUCTIONS GAUGE FURRING 24" 16 G4 U-CHANNEL BRACE FASTENED TO RAFTER WITH, (2) #12-14 x 3W SOPS AT EACH END (4 PER BRACE) RAFTER SPAN ON SNGLE RAPIER a24'TO W TYPICAL INTERIOR RAFTER/POST FRAME. SECTION - VERTICAL ROOF NOT TO SCALE 1-10 18 GAUGE FURRING CHANNEL FASTENED -TO EACH RAFTER WITH (2) #12-14 x 314' SELF -DRILLING FASTENER SPACED NOT MORE THAN 4W O.C. '3 4 SEE TABLE 1 - SHEET '1 OF6' LENG VARIES DEPENDING ON NUMBER - AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOTTOSCALE SEE TABLE 1 cu�rr TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE -S TYPICAL.BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 24' 16 GA U-CHANNEL E FASTENED TO RAFTER (2) #12-14 x 3W SELF -DI SCREWS AT EACH END (4 PER BRACE) v v ROOF EXTENSION OPTION MAIN STRUCTURE TYPICAL LEAN-TO OPTIONS FRAMING PLAN (13 NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEP 24- 16 GA U-CHANNEL BRACE IS TO T POST) 4W 16 GA U-CHANNEL BRACE (8' TO 1N POST) BRACE ANGLE SHALL BE MIN. 30- TO MAX. 45' FROM HORIZONTAL LD S CAROLINA �1111)) / E L,/// 'TESTING,IN . 8538 LUZ STAT�: GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2112119 BECNTOL ENGINEERING P m RR . "- NTS awn TE97WE{ ble:' PLAN��,�y�y„�w,�®mom, RR '�"a G78001 .TB I SHEET30 MINIMUM INSTN ,"x MINIMUM S' TAPCON REDHEAD LOT ANCHOR OR 1/?x MINIMUM 5-12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6- OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS _12•--:;4 CONIC. FOOTING (2500 PSI MIN.) WITH 2 #Ss CONTINUOUS EMBEDMENT �A CONCRETE BASE RAIL ANCHORAGE � Not TO Scale DRILL SB' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH12' DIAMETER THROUGH -BOLT TS CONTINUOUS BASE RAIL. (SEE GROUND ANCHOR SCHEDULE, SHEET 4 OF.6, FORREGUIREDANCHOR) L CONTINUOUS4' CONCRETE PAVEMENT EYE ANCHOR' CONCRETE BASE RAIL ANCHORAGE 1E NMToSpla (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IB) TS TRUSSED RAFTER CHORD, / OR NONSTRUCTURAL HEADER J TS END POST OR DOOR/ WINDOW FRAME POST 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASEIWINDOW RAIL OR AND RAFTER CHORDIRAIL WITH NONSTRUCTURAL HEADER (4) #12-14 x 3/4' SDPs; (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 4 Not TO Scale INSTALL 1/P' x MINIMUM 5• TAPGON REDHEAD LOT ANCHOR OR 1YY x MINIMUM 5-112' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS 1---�1 MIN. 6' 2-112• EMBEDMENT .. Irl `� 1 CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not To Scale .(OPTIONAL- OPEN CARPORTS ONLY) 24- 16 GA U-CHANNEL BRACE (5 TO T POST) 48- 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN.45- TO MAX. 60' FROM HORIZONTAL 6'.LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14 x 3/4' SDPS RAFTER POST ,x1 BOX RAFTER/POST DETAIL TS RAFTER POST x 1-11T x 2' 16 GA CUP POST AND BASE RAIL WITH (4) #12-14 x 314• SDPs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL ( 5 END POST/BASE RAIL CONN. •' Not END DRILL 518• HOLE THROUGH THE 2•;+.,, ERB DRILL SW HOLE THROUGH THE 2'WASHERS BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO ANCHOR EYE WITH 1Q' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 10 DIAMETER NTIN THROUGH -BOLT BASE RAIL THROUGH -BOLT TS E RAIL BASE RAIL TOP. OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACES OR STABLE GROUND SURFACE, EYEANCHOR 5/8' ROD 48- LONG WITH 6' HELD( OR 5/8' ROD 60' LONG (SEE GROUND ANCHOR WITH T' HELIX, SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FORAPPLICABILITY) BASE. RAIL DEEP ANCHORAGE 1�. Nal To Scala NO SCREWS 3" EYE ANCHOR U (SEE GROUND ANCHOR 51W ROD 30' LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4-HELIX FOR APPLICABILITY) _ 4'. 16 GA U-CHANNEL BRACE (STOT POST) 48' 16 GA'U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 45- \ TO MAX. 60'-FROM HORIZONTAL NIPPLETO BASE RAIL 6• LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314- SELF-DRILLING FASTENERS BOW.-RAFTER/POST DETAIL co NO To Scale -- POST 2' x 2' 16 GA ANGLE CLIP URE TO.POST AND TOP OF DER, OR BOTTOM OF WINDOW HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL x' Not To Sple LASE RAIL ANCHORAGE Iv 'Not TOScale 6' LONG TS NIPPLE 'SECURE POST TO NIPPLE WITH (4) #12-14 x 314• SDFs POST CONTINUOUS BASE RAIL %1 POST/BASE RAIL CONN. DETAIL � NM TO Scale CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECNTOL ENGINEERING gym' RR Nf ANnTEaTwa #K aw.amoaanmrrxOnm.mmaao.nww.v.woomo �� Imp RR 110V6 -GI! earsxwmm�®m TB SHEET TS END 2'x2x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 412-14 x 3/4- SDFs, (2) ON BOTTOM, (2) ON SIDE OR 2'k4' 16 GA PLATE SECURE TO EACH SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3W SDPs,. (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Nat TO Scale ' 'mot-72' a 1-12' z Y 16 GA CLIP (2) ON TOP(2) ON SIDE ' TS GABLE RAIL —TS RAFTER POST •• ( ANGLE SECURE TO RAFTER ' AND GABLE RAIL WITH (4) #12-14 x 314' SDFs. (2) ON TOP; 1-12'z 1-12'xY 16 GA (2)ON BOTTOM CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL Na To Stale 11f7 2-1/4" FOR 12 GA FRAMING 2-12' FOR 16 GAUGEU-CHANNEL BRACE FASTENED. TO THE POSTAND RAFTER WITH (2) #12-14 x 314' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS TS POST RAFTER POST/DBL. HEADER DETAIL Not TuSple 1-112'x 1-12'x 2' SECURE TO R, RAIL WITH (4) 16 GA �8' LR ONG TS NIPPLE SECURE RAER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 3/4- SELF-DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST „R CONNECTION DETAIL � o Not To Scale 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314-SDF SPACED NOT MORE THAN 48' O.C. METALROOF :�J ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To SmIe POST I )j' �6' LONG TS NIPPLE 1/8' fr�I// SECURE WITH (4) #12-14 x 314- SELF -DRILLING FASTENERS DOUBLE TS HEADER NIPPLETO DBL HDR DRAFTER POST/f IEADER DETAIL Not TOScale NIPPLE" RAFTER RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4- SDFs, 24' 16 GA U-CHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 46' TO MAX. 66" FROM HORIZONTAL TS LEG TS TS BAS LONG TS NIPPLE .CURE WITH (4) #12-14 x 3W. SDFs 6' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 314- SELF-DRILLING FASTENERS - /-12 GA TS POST BASE RAIL V \BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL I v Not TO Scale RAFTER POST 2'x4- 16.GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RARER CONNECTION WITH (4) 012-14 x 314' SDFs, (2) ON POST, (2) ON RAFTER ITS LEAN-TO RAFTER 12) 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POSTAND RAFTER WITH (4) #12-14 x 3W SDFs, (2) ON RAFTER, RAFTER POST ON POST SIDE EXTENSION AFTER/PO , eST DETAIL SEE GENERAL NOTE No. 12, SHEET 1 OF 6. &ST/ LEAN-TO RAFTER CONN. DETAIL -POST/ N BECNT SE •., BECHTOLENGIN GANOa, NG,.INC. ;• W- '86SWFSTNEWYORK C�7 DEL ND, FLORIDA WO LLI _— CeitlBratooT a Z i Ttxxttee Be P.E FkMda LkensLOjj IL •'••••••.••'�� `• lT t111i11+ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECNTOL ENGINEERING o� RR AMD TEVMA bm _ ouianomoswcaur cr.mwmoxanmoemaexa a RR o.reuaourn�m wwom TB VERTICAL SIDE OPTION SEE GIRT (T7PIca BOX EAVE FRAME RAFTER, ENCLOSED BLDG - VEI ROLL-UPDOOR" SW TYPICAL END ELEVATION NOT TO SCALE ;WINGING DOOR JCTURAL HEADER SIDES 1-111' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)012-14x W4'SELF-DRILLING 6'-11— FASTENER SPACED NOT MORE THAN 48'O.C. GIRTS (T,PIC21) 1 rOPENING FOR SWINGING DOOR I WITH NONSTRUCTURAL HEADER I�al®I®I®I®I®I�®I el ®ICI ROLL -UP STRUCTURAL HE ®®dI/IIme. I v •� TYPICAL POST/RAFTERIGIRT'FRAMING PLAN NOTTOSCAU5 _ - .. .. " .. "-. BOX EAVE FRAME RAFTER U TYPICAL SIDE ELEVATION NOT TO SCALE = VERTICAL SIDES .. DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE 608 WESTNEWYORK aEORIDA�\v,,. CorambC; 3a it7. 0 3g5 cLJ_— TJxm18s Florlde p•(69F '� 0' FLORA•. •• \;� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECNTOL ENGINEERING "�ft RR NTS AND 7S57ZV%I= . mo�mwxwnu.mu.uow+wwn�amenmu '®, RR GI9001 'T°'m TB SHEET6OF6