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Home My WebLink AboutPLANSFBC APPROVED PRODUCTS LI:. ` . MAXIMUM ALLOWABLE WIND SPEED QA APPROVAL EXPIRATION PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 180 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03114127 180 180 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.14R2 09/27/19 WA WA N/A 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 09/14/20 WA 156 138 Series 462-14 01/29/18 EXTERIOR DOORS SWINGING - ELIXIR DOOR AND METAL COMPANY FL17996.5_ R1 09/14/20 WA 165 147 Series 407 01/29/18 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL168062-R4 11/11/20 N/A 180 180 Steel Roll -Up Sheet Door - 8' Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 WA 180 172 Steel Roll -Up Sheet Door -10' Wide: 66/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 N/A 176 154 Steel Roll -Up Sheet Door -12'Wide 06118/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11111/20 N/A 155 133 Steel Roil -Up Sheet Door - W Wide 66/18/19 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC. FL8888.01-R5 12/31/19 WA } 180 174 Model 203 - Max. 12' Wide 10/06/17 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/17/23 - N/A j 175 157 _ .. Model 185 SH 03/27/19 NOTES: V_- 1. DOORS AND WINDOWS SHOWN MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A: PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. - B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REQURIEMENTS. 2. FRAMINOCONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADFIRSAND WINDOW RAILS MAYBE RAISED OR LOWERED ASNFCESSARYTO ACCOMODATE SUBSTITUTEDPRODUCT. TABLE 1 RAFTER FCC -: END POST, GROUND ANCHOR AND PANEL. __, rENER SPACING SPmPICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG.RAFTERS OR MAXIMUM PURUNS, AND. POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER (INCHES) INTERIOR END RISK EXPOSURE WIND, SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTSIRAFTERS 110 TO 150 89 TO 116 5.0 6 6 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 1S gauge hat channel roof purlins. 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. 12 14 16' 18 20 22 24 26 28 30 1 1C AND 1D SHOWN ON SHEET 4 OF 6 J SCANNEU BY GENERAL NOTES: St.'Lucie rr11,r. 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 I) CAPABLE OF SUPPORTING DEAD LOAD OF.THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENT: NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND.NOT PROVIDED AND. INSTALLEDBY-CAROLINIA. " 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. _ - - I 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. WITH IN: 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-WI 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 LDT VT x 5' OR EQUIVALENT OR WEJ-IT 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 SDrTH EDITION (2017)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PEP IS ASSUMED. 6 11. 14GAFRAMING:2-1/2'x2-1/2"TUBE STEEL (TS) WITH 2-1/4'x2-1/4'TS NIPPLES. 12GAFRAMING:2-1/4'x2-1/4'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 220 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 PREPAREDBY: BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 C I -f Q 2 t cy DD006492 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC II,ZG.101 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 1609 OF THE FLORIDA BUILDING CODE, SDGH EDITION (2017). THE PLANS ARE VAUD UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. 4\\SIR IH I�F C. `38538 l� // CAROLINA RPO GENERIC PLANS FOR USE IN THE STATE OF FLORIDA °OC 7/16119 . BECHTOL ENGINEERING aw =in;R ae NTS' AM7FSF 4Ma '�' RR '�"' G19001. m�aiWo�m.cV.v,rm.e,r¢.omeauammeo® - ®�,ymn®m �'�'m.TB SHEETI OF BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As ePN le) ROLL -UP DOOR SWNGNG DOOR ROLL-UPDOOR SWNGINGDOOR (As ePWicaND) (As WUcaWs) (As eppOmNe) (As epphaWs) LI —7 — r I m - Ls1mNVAwEs _ _ _ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF FLOODVENT(Asawkable)ROLL-UP DOOR SWINGING DOOR ROLL -UP DOOR SWWGINGDOOR (As eppnc"). (Ae eppOm6le) (As eppulsde) (As AWWNe). -77 r7l -- —. TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END.ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE - - NOTTOSCALE NOT TO SCALE CODE COMPLIANG ECHTOL ENGINEERING AND TWRA ', . IAVENI ST. LUCIE COUNT FLORIDAWM_ ELAND. LODA 3T>•10— ceffremor to. .; BOC TATEOF Flukellrerae a35538 � S•'•••••• \\` CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATIONTYPICAL BOX EAVE RAFTER GABLE END ELEVATION "°° ""' none NOT TO SCALE NOTTOSCALE NOT TO SCALE BECHTOL ENGINEERING NTS AND TESDNq: m¢ 019001 26 GA GALVANtZm METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 '24" 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) N 12-14 x 3/4' SDF6 AT EACH END (4 PER BRACE). TYPICAL INTERIOR RAFTERIPOST.FRAME SECTION - BOW FRAME NOTTOSCALE TYPICAL 12 MAX. 6PEMNG FORROLLUPDODR WRHSTRULTUML HF m 10" (TYPICAL) WALL 12 Q3 24' 16 GA UCHANNISL BRACE FASTENED TO RAFTER WITH (2) 812-14 x 3I4' SDPoAT EACH END (4 PER BRACE) TYPICAL INTERIOR.RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOTTOSCALE TYPICAL RAFTERIPOST:FRAMING PLAN- BOX EAVE NOTTOSCALE SEE TAME OPENING FOR SWINGING SHEET // DOOR WITH NONSTRUCTURAL IOF6 _� / HEADER LID 5 OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE SEE . TABLE 1 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) AZ2l4 x 3W SDfiAT EACH END (4.PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION -VERTICAL ROOF NOT TO SCALE .. . 1-1016 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x 3w SELF DRILLNG FASTENER SPACED NOT MORE THAN 41r O.C. a 4 SEE TABLE 1 SHEET IOF6 LEN3 VARIES DEPENDING ON NUMBER ANDSPACING OF RAFTERS I—e TYPICAL POST/RAFTER FRAMING PLAN -VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POSTIRAFTER FRAMING PLAN NOT TO SCALE 30' 24. 16 CA UCHANNEL BRACE (STOT POST) 48' 16 GA UCHANNEL'BRACE (B•TO W POST) BRACE ANGLE SHALL BE MIN. W TO MAX 4S.FROM HORIZONTAL TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING. PLAN NOT TO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ,3 OCC 24" 16 GA U-CHANNEL BRACE FASTENEDTORAFiERWDH . (2) #12-14 x 3l4' SELF-DPoLLPIG SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE STANDARD LEAN-TO OPTION NG PLAN BOTH OPTIONS SHOWN)., ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW" ffiBB 7�SIiAI `C: BECHTOL ENGINEERII�6 .T� 6D5WESTNEWYORK AVENLL6 •. DETAND,FLOPoDA 32T20 Cerdmm of m N too. 38538 y 6 BWdLPjh Rmid Llce Lu qTATE OF i ` P CAR10 '1MI.•``�` CAROLINA GENERIC PLANS FOR USE IN THE Sy.AylkIbk FLORIDA AV BECHTOL ENGINEERING w— RR . NTS AND it SMG, I — 'tle°'m'^�115 '"'"''"TB 'RR ^1p1". G19DOI - - SHEET3CF6 INSTALL I2-x MINIMUM_STAPCON REDHEAD LOT - INSTALL I? x MINIMUM STAPCONREDHEADLD? ANCHOR OR Iry MINIMUM S-12' EXPANSION ANCHOR ANCHOR OR me x MINIMUM 5.12' EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH. THE 2 WASHERS DRILL 5I6' HOLE THROUGH THE 2 WASHERS THROUGH BASE RAILWTIRINSOF EACH THROUGH BASE RAILWTIHIN SOF EACH BASE RAILAND SECURE TO BASE RAIL AND SECURE TO RAFTEIF POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH I2' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 112'DIAMETER _TS CONTINUOUS WALL POSTALONG END WALL SECTIONS WALL PoSTALONG END WALL SECTIONS THROUGH43OLT BASE RAIL THROUGH -BOLT BASE RAIL MINIMUM \+I I�gMINIMUM I- y-MIN.S OR STABLE GROUTOP ND SURFACES OR STABLE GROUND SURFATOP OFASPHALT CE, 242' EMBEDMENT MONOLITHIC CONC. FOOTING (25EE.PSI MIN.) REINFORCED WITH 20ft CONTINUOUS _Z CONCRETE BASE RAIL ANCHORAGE Not To Soda 2-12' EMBEDMENT CONTINUOUS C CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not Toscos (OPTIONAL-OPENCARPORTSONLY) EYEANCHOR SIB• ROD 4W LONG WITH 6' HELD( OR SI8'ROD 6P LONG. (SEE GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR WITH_T HELQ(, SCHEDULE, SHEET I OF S. SW ROD 30'LONG SCHEDULE, SHEET I OF S. AS APPLICABLE FORAPPUCABILIM WTTHDBL4'HEUX FORAPPUCABILITY) BASE RAIL DEEP ANCHORAGE Not TDS®le DRILL SW HOLE THROUGH THE 2 WASHERS 24'16 GA U-CHANNEL BRACES' TO T POST) BASE RAILAND SECURETO 48' 16 GA UCHAHNEL BRACE (VTO 14' POST) TS BOW RAFTER CHOR EYE WITH /2' DIAMETER TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' THROUGH -BOLT-\ "-BASERAIL TO MAIL 60' FROM HORIZONTAL — NOSCREWS J �� e .. 24' 16 CA UCHAHNEL BRACE (S TOT POST) 48' 16 GA UCHANNEL BRACE (8' TO 14' POS1 BRACE ANGLE SHALL BE MIN. 45' TO MAIL 60' FROM HORIZONTAL �1 BASE RAIL ANCHORAGE 1u Not To Sca (SEE GROUND ANCHOR MINIMUSCHED� IM4' I FOR REQUIRED ANCHOR)- I / SLONeG TS NIPPLE -..,..., 6V?i \ TS CONTINUOUS BASE RAIL CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR. CONCRETE BASE RAIL ANCHORAGE t� Not To Scale (OPEN CMPORTSWHERESIABEDGEDISTANCEDDE6N0_T L¢ET MINIMUM EDGE DISTANCE SHOWN IN DETALIS) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME PDST f TS BASEAVINDOW RAIL OF 2W'XC 16 GAANGLE CUP. SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) Al2-14 x 3M' SDFe, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE AT ROLL -UP DOOR OPENINGS, POSTSHOULD BE PLUSH WTIR RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD. OR 4 Not To �ZBOX EAVE RAFTERIPOST DETAIL 7� Not To Smlo TS RAFTER 1-f2'x t-12'x r 16 GA CUP ANGLE SECURE TO POSTAND BASE RAIL WITH (4)612.14 x 3M'sm, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL %1 END POST/BASE RAIL CONN. Not To Scale 13' S LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4)#12714x3W 78 RAFTER POST SELF-DRILUNG;FASTENERS �e1 BOW RAFTER/POST DETAIL NWTDSoale 2' x 2' x Z' 16 GA ANGLE CUP SECURE TO POST AND TOP.OF HEADER OR BOTTOM OF WINDOW RAILIGIRT WITH (4) 912-14 x 3W SDF6 (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER NL OR GIRT SIDING OPTION NON-STRUCTURAL HEADER, WINDOW %i RAIL; OR GIRT TO POST CONN_ . DETAIL 1' Not To$mte " POST/BASE RAIL CONN. DETAIL N°tT"r - REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BECHTOL ENGINEEei - • T'ww% o SESWESTNEWYOR2720,tlEO , �. DELAND,FLORIDA 3272E Co1GfiTato of 0.38538 ^ omen P.E, Lli 6x&lr= or "JFl q& ONAL �0 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA "" 7/i6He BECHTOL ENGINEER/NG', RR. Nrs AMD 1ESTINQ 1Dn �.:.®Dn s u w.r+n m uwexs �eew m `®6. rB .� . clmof .. .. '"'°'®TB - . SHEETAOI 16 VITH (4) #12.14 x 3/4' ON BOTTOM %-25i4' 18 GA PLATE SECURE TO EACH SIDE OF, TS END POST POST/RAFTER CONNECTION WITH (4) #12.14 x aW SDPs, A (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Seale TOP• CLIP ANGLE SECURE TO (2) ON BOTTOM CLIP ANGLESECUREAB RAFTER POSTAND GABLE RAIL WITH (4) #12-14 x 3W SDFe (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST .GABLE, ,RAIL TO RAFTER POST CONNECTION DETAIL . I IM Not Ta S®le 2-1/4' FOR 12 GA FRAMING 2-1/T FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENEO TO THE POSTAND RAFTER WITH (2) #12-14 x 3N'SDFS AT EACH END (4 PER BRACE) - BRACE SECTION NolTa scale DEL MDR. SECURE EACH WITH (4)#12.14 x 314' SELF -DRILLING FASTENERS GA TS POST �1 RAFTER POST/DBL. HEADER DETAIL Not To Scale 14Q' x 1-1Q' (2) 24' 16 6' LONG TS NIPPLE 48' 16 C SECURE RAFTERAND POST TS GABLE RAIL TO NIPPLE WITH (4) 012.14i 3/4- SELF43R811NG FASTENERS TS RAFTER POST - GABLE RAIL TO: RAFTER POST' �1: CONNECTION DETAIL, t toI. NWTe Sm .. .. , 1-1Q' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)#12.14 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. ROOF ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TSI TS HIPPIE GA DOUBLE TS HEADER / NIPPLE TO DEL HDR. RAFTER POST/HEADER. DETAIL -Not To Stale - SIDE EXTENSION r,�,.RAFTER/POST DETAIL Not Tosoft - VENT FRAMING PLAN NOTTOSCALE SEE GENERAL NOTE No. 12; SHEET 1. OF 6. c 3/4' SDF% 10WIT. 6' LONG TS NIPPLE SECURE EACH WITH (4)#12-14 x 314' SELF -DRILLING FASTENERS BASE RAIL DETAIL 2k4' 16 GA PLATE (ONE REQUIRED) SECURETO ErrHER SIDE OF POSTTRAFTER CONNECTION WITH (4) #12-14 x3/4' SDP%, (2) ON POST, (2) ON RAFTER iTS LEAN-TO RAFTER 2W"kr 16 GAANGLE CLIP SECURE TO POSTAND RAFTER WRH (4) #12.14 x3N' SOPS, (2) ON RAFTER (2) ON POST &POST / LEAN-TO RAFTER CONN. DETAIL -Mile REVIEWED FOR CODE COMPLIANCE ST. LUCK, 11 COUNTY NGINEE u q,1�f6Mtf�, I YORK oA 32Tzo • � "® o.3388538 P.E. � STATE OF ONA%- CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA '°' °` n1sT1e 8ECNTOL ENGINEERING —' RR °°" (.ITS VERTICAL SIDE OPTION GIRT (Tmxx TYPICAL -END WALL OPENINGS POSTAAFrER/GIRT FRAMING PLAN NOT TO SCALE -sox EAv TYPICAL SIDE ELEVATION NOTTOSCALE (As TYPICAL END ELEVATION NOT TO SCALE G82TS (Typical) 1-1/2. 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER MATH (2) #12-14 x W SE]"RILLING FASTENER SPACED NOT MORE THAN 4rD.C. r OPENING FOR SNANGING DOOR VATH NONSTRUCTURAL HEADER �I�I®I®I®I®I�I�iI OilIriIG V I s = u TYPICAL POST/RAFTER/GIRT-FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - TYPICAL SIDE ELEVATION . NOT TO SCALE TYPICAL END ELEVATION NOTTO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC DE �eowDQ27 .'* O` Ng, o 8538 Flo�aausec». s `,r, �ONAI CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ro„ a� : marls muBECMOL ENGINEER/NG RR - .. -, AND TE"NM Nc i�.�miw.c.�uovomnrKawwreaueiv.-.evxw °.FIR .. "°"" G79wI `TB- SHEET-6OF6