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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS T TABLE 1 MAXIMUM ALLOWABLE RAFTER FRA. _ _ND POST GROUND ANCHOR AND PANEL FL, . i FNER SPACING SPECIFICATIONS WIND SPEED 1 I PRODUCT CATEGORY I SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIORDOORS I SWINGING EXTERIOR DOORS 'I SWINGING EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLL -UP WINDOWS 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 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 165 SH CIA APPROVAL EXPIRATION No. & DATE DATE, FL6596.1-R5 04/05Q7 10/10/17 FL6702.1-R5 03/14/27 10/10/17 FL17381.1-R2 09/27/19 10/03/17 FL17996.3-R1 09/14/20 01/29/18 FL17996.5-R1 09/14/20 01/29118 FL8888.1-R5 12131/19 10/06/17 FL16806.1-R2 11/11 /20 01/10/18 FL17499.1-R4 10/17/23 12/29/17 OPEN (ENCLOSED 180 180 180 180 WA WA WA _I 156 N/A 1 165 WA 180 WA 158 N/A 1 175 ON -CENTERS ALONG RAFTERS OR PARTIALLY MAXIMUM PURLINS, AND POSTS OR GIRTS ENCLOSED WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) 180 RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER! 180 O 110 TO.150 89 TO 116 5.0 6 6 I 151 TO 180 11 T TO 139 4.0 6 g WA 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. 138 2. Specifcal ons 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. 147 GROUNDANCHOR SCHEDULE 174 138 157 NOTES: - .. .. _. 1.: DOORS AND WINDOWS SHOWN MAY, BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A: PRODUCT SHALL HAVE AVALID FBC PRODUCTAPPROVAC: ' 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 WI SUBSTTUTED PRODUCT. NDOW RAILSMAY 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, 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 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 F13C APPROVED' PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC.; WHICH DXERT.ADDITIONAL LOADS ON THE STRUCTURE SHALL BE ATTHE-OWNER'S RISK. BECHTOL'ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION GF ADDITIONAL LOADS. - 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADD)NG,.SHALL BE INSTALLED. ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRE SSURES.REQUIRED BY THE FLORIDA BUILDING CODE :(FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDAt - - 5. ALL FIELD FRAMING CONNECTIONS SHALL BE#12,14 x 3l4"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 A WELDED WIRE FABRIC COMPLYING WITH ASTMA 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-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POSTI AFTER 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 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 EVERY220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEETS OF 6.. 110 12 14 3 16 18 20 22 24 26 '28 :130 '140' 4A .4 RECEIVED AUG 19 2019 ST. Lucie County, Permitting METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS , FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR. CAROLINACARPORTS, INC. P.O. BOX.1263 DOBSON. NORTH CAROLINA 27017 PREPAREDBY., BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA.32720 Certificate of Authorization No. 00005492 SCANNE® BY St. Lucie Countv TO CERTIFY THAT THE CALCULATIONS AND CIF ICATIONS HEREIN HAVE BEEN PREPARED DBY THE DERSIGNED 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. \`\�t1111111/////// BECHTOL.ENGINEB AN S11 ,1 SOS WEST FLORIDA2 D.IiBeI iowDA 3xreD 0.38538 CmOflrata of � a - .. rl/ C ` Florae L! PE CAROLINA CARPOINC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING RR AND 7E87O1rA /rK ®,w.aowrewaivnoeomo umm RR u,vaa � BOW FRAME RAFTEI IIEN CARPORT - HORIZONTAL RO. BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF JOW FRAME RAFTER UTILITY BUIL, -.:VG - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL-UPDOOR SWINGINGDOOR (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 NOT TO SCALE - NOT TO SCALE NOT TO SCALE - NOT TO SCALE 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 ( ROLL -UP DOOR SWINGING DOOR 'FLOOD VENT As eppOrable) ROLL-UPDOOR SWINGING DOOR (As applicable) (As apPIIcabla) (As applicable) (As appfcable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICALSIDE 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 FLOODVENT(Asappfitable), . ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING'DOOR .. - .. ... .. .. .. O (_ aDPficabi l . (As applicable) (As applicable).(As apDGcable) As KX GGTYPICAL SIDE ELEVATION TYPICAL ENDELEVATION TYPICALSIDEELEVATION TYPICAL END ELEVATION _ TYPICAL SIDE ETYPICAL END ELEVATION NOT TO SCALE - NOT TO SCALE - - NOT TO SCALE NOT TO SCALE - NOT TO SCALE_ NOTTO SCALE BECHTOL ENGINEERIN@ Al .YE . •.. G, 1 . •: ,'s). SOS WEST NEW YORKAVENUIL- DEIAND. FLORIDA 3M % CerlNmb3 orMmlor6aHMN& NO. 38538 .[ r, . .. - Flmlde P.E. �'n STATE OF F CAROLINA CARPC .,4li 3 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 2/12119 NOT TO SCALE - - - NOT TO SCALE - - NOT TO SCALE U BECK EENG/NEER/NG . RR Nr5 mwanneanea,s�tavmrw,uowmws��oemms '� RR '4' G19001 TB �SNEET 20FA 26 GA GALVMI _ : i IETAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 124" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SDFs AT EACH END (4 PER BRACE) 2O AH RAI RSPA R REQUIRES S TRU_RAFTER "�24' T030' RAFTER SPAN REOUIflES A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST. FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON 1 fY MAX. OPENPIG FORROLL-IPDOOR WDH STRUCTURAL HEADER IV (TYPICAL) DOOR WITH HEADER ' rvONSTRUCNRa. HEPDEf i TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND wwDow .b) taweP ownl4mE awzoal NOT TO SCALE - ' OPTIONAL_ 24'-9" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE - -`-26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS NSTALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #1244 x 3/4' SDPB AT EACH END (4 PER BRACE) -24' TO W TYPICAL INTERIOR RAFTERIPOST . FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE VARIES DEPENDING . SEE TABLE 1 SHEET PLAN - BOX EAVE v oreRDRn ' rxw�xaoom IY MAX OPENPJGFOR s ROLL -UP DOOR WITH V- 26 GA. GALVANIZED METAL ROOF PAI'. FASTENED TO PURLINS PER MANUFAtfonkR'S INSTALLATION INSTRUCTIONS 7-1-1018 _GAUGE FURRING (2) #12.14 x 314' SDFs AT EACH END (4 PER BRACE) SPAN ON TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE - 1 Air 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH'(2) #12-14 x 3147 SELF -DRILLING FASTENER SPACED NOT MORE THAN 4W O.C. I�®I� �lil® I .I.a t s TYPICAL POST/RAFTER FRA NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE OPTIONAL 24'-1" TO 30' RAFTER - BOX EAVE 24' 16 GA U-CHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE (W TO 14' POST) BRACE ANGLE SHALL BE MIN. 30• TO MAX. 45• FROM HORIZONTAL - ID S TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE r-r-m1VIIINU rLA1N ([SV I SHOWN, ONLY STANDARD LEA TS BASE/WINDOW RAILOR NON-STRUCTURAL HEADER • (12 GA IF ROLL -UP DOOR FRAME) POST TO Rf a NON-STRUC' ILL IlT x MINIMUM 5' TAPCON REDHEAD LOT C=IOR OR I& x MINIMUM 5.1J2' EXPANSION ANCHOR THROUGH BASE. RAIL WITHIN 6' OF EACH' RAFTER POSTS ALONG SIDES AND EVERY END \ALL POST ALONG END WALL SECTIONS --{ �---Y MINIMUM CONC. FOOTING (2500 PSI MIN.) WITH 2 #Ss CONTINUOUS ,A�ONASE CRETE BRAIL ANCHORAGE I� Not To SWe - DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 10. DIAMETER' THROUGH -BOLT L CONTINUOUS 4' CONCRETE PAVEMENT. EYE ANCHOR CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113) TS TRUSSED RAFTER CHORD,, \ . OR NON-STRUCTURAL HEADER \\\l TS END POST OR DOOR) WINDOW FRAME POST 2 x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4' SDFS; (2) ON 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. TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE; SHEET 1 OF. 6, FOR REQUIRED ANCHOR). TRUSS CHORD, OR DETAIL INSTALL 1l2'x MINIMUM 6- TAPCON REDHEAD LOT ANCHOR OR I/2' x MINIMUM 5.1/P EXPANSION ANCHOR E THROUGH THE DRILL 6J8'HOLE THROUGH THE THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL TO RAFTERPOSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH (?DIAMETER WALL POST ALONG END WALL SECTIONS THROUGH -BOLT MIN. 6' TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, CONTINUOUS 4'CONCRETE PAVEMENT �oCONCRETE BASE RAIL ANCHORAGE lu Not To Scats (OPTIONAL- OPEN CARPORTS ONLY)', 24' 1 48' 1B (9 TO T POST) 3' TO M' POST) 61 BE MIN.4S TO NIPPLE T( RAFTER' 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12.14 x 3/4' SDFs RAFTER POST BOX EAVE RAFTER/POST DETAIL u-t Nat TO Style TS RAFTER POST x1-10 x 2' 16 GA CUP POST AND BASE RAIL WITH (4) #12-14 x 3W SDPS, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not TO S le - WASI '. DRILL 5/8' HOLE THR 'ua THE BASE RAIL AND SECURE TO -TS CONTINUOUS ANCHOR EYE WITH I?DIAMETER BASE RAIL THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, TS CONTINUOUS BASE RAIL EYE ANCHOR 51W ROD 4W LONG WITH 6' HELIX - A OR 51W ROD 60'LONG (SEE GROUND ANCHOR EVE ANCHOR (SEE GROUNDNCHOR WITH Y HELIX, SCHEDULE, SHEET 1 OF 6, 518' ROD 30' LONG 'SCHEDULE, SHEET 1 OF F 6, AS APPLICABLE FOR APPLICABILITY)' WITH DBL 4'HEUX FOR APPLICABILITY. BASE RAIL DEEP ANCHORAGE � Not TOSWe NO SCREWS REQUIRED IN BOW BEND 3' BOW RAFTER BASE RAIL ANCHORAGE Iv Not TOScale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3W SDP's 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. 45' TO MAX. 60' FROM HORIZONTAL NIPPLETO BASE RAIL 31 �6' LONG TS NIPPLE -T SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4' RAFTER POST SELF -DRILLING FASTENERS �e1 BOW-RAFTER/POST DETAIL Not To Sae POST 2' x 2' x 2' 16 GAANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) #12-14 x 3/4' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not 7o Srale 3 POST ®`jVGk r.Plll00 o EN l(((uJ��. BASE RAIL DETAIL DE 0. FZQRIMA 11. Cetltllmte oT - No. Tl 59 FlwId6Dm P'E'' ,(� FLORID?'. •'• \ �� \` Ci /l —1 (NAl1;II��` CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA O4C 2/1YH9 SECNTOL ENG/NEERM vu RR NTS ANOTESM4 hm avaayo�.acvtiw.®n.�uoliaew..snuomm '�'BR "'O'er` G79901 o.sawmuernoe.m - "'�iS°TB. , 1 SHEET40F6 2'x2'x2' 18 GA ANGLE CLIP - SECURE TO POSTAND RAFTER WITH (4) #12-14 x 314' SOPS, (2) ON BOTTOM, (2) ON SIDE OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST - - POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDPs, (2) ON POST, (2) ON RAFTER r,1 END POST/RAFTER CONN. DETAIL 1 Not To Scale -1-10 x 1-1/2'.x 2' 16 CA CLIP ANGLE SECURE TO RAFTER AND. GABLE RAIL WITH (4) #12.14 x 3/4- SDFs, (2) ON TOP. 'xi-12-xY 16 CA (2)ON BOTTOM ANGLE SECURE TO ER POST AND GABLE RAIL WITH (4) #12-14 x 2 (2) ON TOP, (2) ON SIDE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11A Not TOScale 2-1/4' FOR 12 GA FRAMING 2-12' FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) 012-14 x 314' SOPS 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 GA TS POST RAFTER POST/DBL. HEADER DETAIL 'Not To Style 1-12' x 1.12' x Y 16 GA CLIP ANGLE SECURE TO RAFTER POST AND CABLE RAIL WITH (4)012-14x 314-SI TOP AND BOTTOM IT x1-12'x SECURETO RAIL WITH ( (2) ON 6' LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) 912-14 x 3/4' SELF -DRILLING FASTENERS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11B Not To style 1-1/2' 18'GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale RAFTER POST -' LONG TS NIPPLE' SECURE WITH (4) #12-14 x 314- 'SELF-DRILLING FASTENERS GA DOUBLE TS HEADER TO RAFTER POST/HEADER DETAIL Not TOScale NIPPLETO� 3/18' RAFTER /� 12'LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDPs, 24' 16 GA U-CHANNEL BRACE (STO T POST) 48- 16 CA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 46' TO MAX. 60' FROM HORIZONTAL TS TS 8' LONG TS NIPPLE SECURE WITH (4) #12-14x 314' SDFs TER POST SIDE EXTENSION RAFTER/POST DETAIL . Narosoale - TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. -14 x 3/4' D L RAFTER POST/BASE . BASE RAIL CONNECTION DETAIL t. Nol To Scale RAFTER POST 2'x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) 612-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER TE LEAN-TO RAFTER O� F SEC18GAANGLE CLIP SECURE SECURE TO POST AND RAFTER WITH (4) #12.14x 3W O ��` SOPS. (2) ON RAFTER, V (2) ON POST O: ° n T�OST / LEAN-TO RAFTER CONN. DETAIL J Not To Style - \Tttll'III11//// 6D5 WEST NEWYOWCMNUE . • 1-- DELAND• FLORIDA-8272D : .118538 Comm®mof uonrb. �� _ C ...a _ •/ _ _ ..e 1 /ONAL CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL WG/NEER/NG VERTICAL SIDE UPTION GIRTS (Troy) - C BOX EAVE, SEE TABLES OPENING FOR SWINGING DOOR SHEET WITH NONSTRUCTURAL HEADER PANWOMEN rw' ' TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOTSO SCALE RAFTER ENCLOSED ROLL (As TYPICAL SIDE ELEVATION NOT TO SCALE VERTICAL SIDES SWINGING DOOR ' (As aPPllceble)�. i� TYPICAL END ELEVATION NOTTOSCALE - 6-- GIRTS (TYPIcal)1 1-IIT 1S GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER.WITH (2) #12-14 ■ 314• SELF -DRILLING rOPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER i II'��>:SY1>:Id:!-Y9:W gO:G1■dP19�.:G1: EF4l.Z ■I�'�lil®� � � � � �Iy�l-I® � I �I\ v IW OPEhINGFORMIDOWWITH TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE' BOX EAVE FRAME TYPICAL SIDE ELEVATION NOT TO SCALE UTILITY.BLDG - VERTICAL SIDES w otO a CbgEERING AND TEiift. 6W WESTNEWYORKAVEN%. 38 8 DEIAND, F[O �2720 CertlAr�e - Na r BxmN F CV FIaW6 License✓,�JtP- ORIDA-.•'_��,� '/i//C)NAL'I�r�`� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2/12/19 BECNTOL ENGINEER/NG NTS ! ANO TTST7N0. Ne mmimoanrarxaww.e.nt.wwmweim.ommm '�• RR cG19001 ?Fr@TS SHEET 6 OF6