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HomeMy WebLinkAboutConstruction PlansMAXIMUM ALLOWABLE WIND SPEED TABLE 1 RAF I ER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS PRODUCT CATEGORY I SUB CATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIOR DOORS I SWINGING EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLL -UP WINDOWS � SINGLE HUNG EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLL -UP MANUFACTURER CAROLINA CARPORTS, INC. 26 Gauge AS Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel CRAWL SPACE DOOR SYSTEMS, INC. t6x8 Flood Vent 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 CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door-6 Wide CAROUNA CARPORTS, INC. Steel Roll -Up Sheet Door -19 Wide CAROLINA CARPORTS, INC. Steat Roll -Up Sheet Door -1W Wide OA APPROVAL EXPIRATION No. & DATE DATE FL6596.1-R5 04105l27 10I70117 FL6702.1-R5 03/14/27 F L768063 .R4 I 11 / 11 /20 O6/18/19 PARTIALLY OPEN ENCLOSED ENCLOSED 180 180 180 180 180 N/A N/A NIA 139 NIA 165 N/A 180 NIA 158 NIA 175 N/A 180 WA 180 AVERAGE FASTENER SPACING OWCENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS (INCHES) WIND ULTIMATE NOMINAL POST I RAFTER 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 I C 151 TO 180 117 TO 139 4.0 6 6 NOTES: 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. GROUND ANCHOR SCHEDULE 47 na 138 157 180 72 133 1I- O 0 z Ei on LTIMATE WIND SPEED (mph) 110 120 130 140 150 160 170 18 12 14 16 16 20 22 24 26 28 30 3V Anchor Detail ID _ 48' Anchor Detafi I 60'Ancho Detail IC DETAILS 1C AND 10 SHOWN ON SHEET 4 OF 6 i. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET'. A PRODUCE SHALL HAVE A VALID FBC PRODUCT APPROVAL B COMPONENTS ARE INSTALLED ACCORDING 70 MANUFACTURER'S INSTALLATION REOURIEAIENTS. 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 ACCOMODATE 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 NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND 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 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 SHALL BE 50 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. 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 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 WEJ-IT ANKR-TtTE MODEL AT1252. OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9, POST/RAFTER 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 SIXTH EDITION (20W)- 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 24/2' TUBE STEEL (TS) WITH 2-1/4' x 2-114' TS NIPPLES. 12 GA FRAMING: 2-114' x 2-1/4' 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 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 305 SQUARE FEET OF ENCLOSED AREA, SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. 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 BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW PORK AVENUE DELAND, FLORIDA 32720 Certifipte of Authorization No, 00005492 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 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. \V11111I I III I/I/ ♦��`� R, VA 13F BEC�1�T@�: APO _ G ANCUING, INC. olU EQW ORIDA 327�2Q�GQR i — NN���dd §§{{66 (i - // SION P� `♦ I1111111I0 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01r20r20 BECHTOL ENGINEERING ^ mkb ° ` NTS wown.an.,wm� '� Ib 'n G20MI BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE FLOOD VENT (As applicable) ROLL-UPDOOR SWINGINGDOOR (As applicable) (As applicable) ROLL-UPDOOR SWINGINGDOOR (As applicable) (As applicable) ENCLOSED LElIGiH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX SAVE FRAME RAFTER OPEN CARPORT -HORIZONTAL ROOF BOX SAVE FRAME RAFTER ENCLOSED BLDG -HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG -HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL-UPOOOR SWINGING DOOR (As applicable) (Ae applicable) (AS applicable) (As applicable) -- -- sr --- -- - 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 -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) (Ass I 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 / Falb me B tic NG A►�TESTING, INC. 606- M YORKAVENUE ,FLORID 32 * mama Lean a or P.E. F � Flat w \ ` CAROL'S AA-,V4 iPbRTS, INC. 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 0imm ° °" NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING mkb NTSµD MnNO, G,a lb 'D- G20001 46�w°0401r I"'p"TB SHEET OF 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SDFs AT EACH END (4 PER BRACE) 2O MA%A"ERAFTERSPAN ONATRU RAFTER >24' T030' RAFTER SPAN ftEWatESA TRUSSED RARER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON TYPICAL RAFTER/POST FRAMING PLAN -BOW FRAME NOT TO SCALE 12' MAX.OPENNG FOR ROLL -UP DODR WNM STRUCTURAL 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS N! STAUATION INSTRUCTIONS \ 12 -24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SDFS AT EACH END (4 PER BRACE) N' YY W RARER ON RAFTER >2i' TO RARER SPAN ftEW WES A A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON SEE SEE TABLE 1 TABLE 1 OPENING FOR SWINGING SHEET SHEET DOOR WITH NONSTRUCTURAL 1 OF6 7 OF 6 HEADER S r NWSTRUCIURAIHFMER allo 1WIWW RAx ;D OPTIONAL 24'-1" TO 30' TRUSSED RAFTER -BOW NOT TO SCALE -28 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 78 GAUGE FURRING 24' i6 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) W72-14 x 3M' SDF's AT EACH END (4 PER BRACE) 24' RURARE RAFTER SPAN ON A TRU MD RA RAFTER SPAN REWIRES A TRUSSED RAF TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-172' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. SEE TABLE 1 SHEET 3 1OF6 4 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN -VERTICAL OF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE WELD ALL WED CONNECTIONS, BOTH SIDES TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE MAXIMUM TABLE 1 4' O.C. FOF SHEET VERTICAL TYPICAL 80X EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 24' 18 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) p72-14 x 3!4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE ST, CAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS TO T POST) 24' i6 GA U-CHANNEL BRACE (6' 48' 16 GA U-CHANNEL BRACE (8 TO 14' POST) BRACE ANGLE SNAIL BE MIN.38' Tn uer xc• ronu unonnu.el FULL 6' WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER -BOX EAVE NOT TO SCALE EAVE RAFTER SHOWN, ONLY STANDARD LEAN ,kill PLAN INSTALL 1/2' % MINIMUM 5• TAPCON REDHEAD LOT ANCHOR OR 12• x MINIMUM 5.1YC EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WAIL POST ALONG END WALL SECTIONS 4• MINIMUM 24 MINIMUM MINIMUM 2-12• EMBEDMENT 124 tr MONOLITHIC CONC. FOOTING (25W PSI MIN.) REINFORCED WITH 2 WS CONTINUOUS IA CONCRETE BASE RAIL ANCHORAGE ' ^ / Not To Sca'e DRILL 6/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 10 DIAMETER WASHERS (SEE GROUND ANCHOR SCHEDULE, SHEET 1 Of 6. FOR REQUIRED ANCHOR) CONTINUOU54' CONCRETE PAVEMENT EYE ANCHOR 1� 1 CONCRETE BASE RAIL ANCHORAGE ` 1 J "TO Sw;e (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) TS TRUSSED RAFTER CHORD, ORNON-STRUCTURAL HEADER 7S END WINDOW FRAME E POST OW / TS BASEM'INDOW RAIL OR NONSTRUCTURAL HEADER GA IF ROLL -UP DOOR FRAME) 2'x2'x2' i6 GA ANGLE CLIP SECURE TO POST (EACH SIDE) ANDRAFTER CMORD/RAIL WRH (4) 02-14 x 3/4SDF's. (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WNH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL NOt To Scale INSTALL 12' x MINIMUM 60 TAPCON REDHEAD LOT ANCHOR OR 1/2*x MINIMUM 5-12• EXPANSION ANCHOR DRILL 6/e• HOLE THROUGH THE 2• WASHERS DRILL 6/8• HOLE THROUGH THE 2• WASHERS THROUGH BASE RAIL WITHIN 6. OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH I20 DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1Ir DAMETER WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT TS CONTINUOUS RASE RAIL MIN, W TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE MINIMUM 2-12' EMBEDMENT CONTINUOUS 4' CONCRETE PAVEAIEM O CONCRETE BASE RAIL ANCHORAGE to Nd TO Stab (OPTIONAL -OPEN CARPORTS ONLY) 24' 18 GA U-CHANNEL BRACE (l7 TO T POST) 48' 1fi GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45° TO MAX. fie• FROM HORIZONTAL NIPPLE" RAFTER e' LONG TS NIPPLE SECURE POST TO NIPPLE WRH (4) #12-14 x 314' SDFs �� BOX EAVE RAFTER/POST DETAIL GI9 Nd TO 6Wb TS RAFTER POST 1-1/2• % 1-t12' x 7 18 GA CLIP ANGLE SECURE TO POST AND BASE HAIL W TH (4) N12-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL �� END POST/BASE RAIL CONN. � Nol To Scale EYE ANCHOR 5/8' ROD 48' LONG WITH 6• HELIX OR 5/8•ROD 6W LONG (SEE GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR WITH 7• HELIX, SCHEDULE, SHEET 1 OF 6. 61W ROD 3W LONG SCHEDULE, SHEET 1 OF 6. AS APPLICABLE FOR APPLICABILRY) WITH DBL 40HELIX FOR APPLICABILITY) �i BASE RAIL DEEP ANCHORAGE NM To SC NO SCREWS REQUIRED N BOW BEND 3` BOW RAFTER 24. 16 GA U-CHANNEL BRACE (6' TO T POST) 48. 18 GA U-CHANNEL BRACE (B TO 14' POST) BRACE ANGLE SHALL BE MIN. 450 TO MAX. fib' FROM HORIZONTAL NIPPLE TO BASE RAIL 3' �6' LONG TS NIPPLE NIPPLE WITH AND POST TO RAFTER POST NIPPLE WITH G FASTENERS SELF -DRILLING FASTENERS �� BOW RAFTER/POST DETAIL GO Nd To Scala r x z• x r 1e cA ANGLE cuP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RANGIRT WITH (4) #12-14 x 314' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scels �1 BASE RAIL ANCHORAGE NV Not TO Scab fi' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3140 SDFs RAFTER POST TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL % Not TOSteb H BECH�f • i(?jHgL • <�STING, INC. 605 S Y AVEN < i DEtZW DA 32720 C` d tk _ O- �( 45 P.E. w ATE C TS END POST Yx2'x2' 18 GAANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 912-14 x 314' SDF^s, (2) ON BOTTOM, (2) ON SIDE OR Yx4' 18 GA PLATE SECURE TO EACH SIDE OF WITH (4) #12-14 x &4' SDFk, (2) ON POST, (2) ON RAFTER �1 END POST/RAFTER CONN. DETAIL Not To Scale 1-tY2` x i-12' x Y 18 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3(4' SDFs (2) ON TOP, (2) ON SIDE 1-1YL' x i-1YC x Y 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDF's, (2) ON TOP, (2) ON BOTTOM I•T.11� GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11A NNToSWk 2-1/4' FOR 12 GA FRAMING 2-tYY FOR 16GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3'4' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Na To sw>a NIPPLETO\ 311V DBL. HDR. 8' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 31V SELF -DRILLING FASTENERS TS POST RAFTER POST/DBL. HEADER DETAIL Not To Scale 1-1YY x 1-1Y2' x Y 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314' SI TOP AND BOTTOM i 1-1l2' x i-1/2' z 2' 18 GA CLIP ANGLE SECURE RAFTER AND GABLE RAIL WITHH ((4) #12-14 z 314' SDFs, (2) ON TOP, (2) ON BOTTOM 8' LONG TS NIPPLE SECURE RAFTERAND POST TO NIPPLE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS I RAFTERPOST GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL Nd TO Scale LONG TS NIPPLE 1�. SECURE WITH (4)#12-14%314' SELF -DRILLING FASTENERS DOUBLETS HEADER NIPPLE TO DBL. HDR. �1 RAFTER POST/HEADER DETAIL Not To Scale NIPPLE TOE 3/18' RAFTER � 72' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3'4' SDF's, ' 24' 1fi GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 19' POST) RAIL BRACE ANGLE SHALL BE MIN. 45` TO MAX. 60° FROM HORIZONTAL TS LEG POST 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3'4' SOF SPACED NOT MORE THAN 48' O.C. PANEL TS BASE RAIL 2fi GA METAL ROOF ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Nol To Seale 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3'4' SDFS 6 LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3'4' SELF -DRILLING FASTENERS �12 GA TS POST BASE RAIL 3116' NIPPLE TO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Not To Scale RAFTER POST Yx4' 18 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WRH (4) #12-14 x WV SDFs, (2) ON POST, (2) ON RAFTER ITS LEAN-TO RAFTER `-2'xY%Y 18 GAANGLE CLIP SECURE TO POSTAND RAFTER WITH (4) #12-14 x 3/4' SDF's, (2) ON RAFTER, RAFTER POST (2) ON POST SIDE EXTENSION �� RAFTER/POST DETAIL NoI TO SCXe TS LEG POST TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE 4 SEE GENERAL NOTE No. 12, SHEET 1 OF 6. �1 POST /LEAN-TO RAFTER CONN. DE I All . J NOI TO Scale 'JaM fiB�E� � IHE i dTff3 � G, INC DELANQ� CenMce144 IY N 86 ( i_ Ear— Fbride i i 5� i Q FLOR ��'��FSSI ONP�\\�`�• GIRTS (TYPi6ai) > li >>E OPTION SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 10F6 6'- 4 4 ti GIRTS 6 0 R>N) 17 kUJ(. OPENWG FOF3 ROLL -UP DOOR MITH TYPICAL END WALL OPENINGS POST/RAFTER/GiRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE /�i-if2' Ifi GAUGE FURRING CHANNEL FASTENED TO / EACH RAFTER WITH (2) p/2.14 x 314' SELF -DRILLING rOPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER la:li:l.Y•J_lXi1l:la]■!.(X:Iai1/:�: C!:Y4)( II V �al ®I l © I'■�I ©I►I'® I\ ;o ■ml�MiBo,"A till � KIM TYPICAL POST/RAFTER/GIRT FRAMING 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 W5 a % ICaIN VMENUE ' Y1 6 T�BJ'IN6, INC. DE S Y AVENUE % DELbT1 ORIbA 52720 AWnNO p�p _ Fbfffi M. .38638 • CJ 0�FSSIONP��\\ �/�IIIIIIVi\\\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA oirmn BECHTOL ENGINEERING aw. mkt "' NTS AND TEBANGo bm rsowrew-mrworrma �� lb G2600I TB SHEET OF