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Home My WebLink AboutPLANS0 FE, - iPPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURALCOMPONENTS I FLOOD VENT EXTERIOR DOORS I SWINGING EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLLUP WINDOWS I 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 Series402-14 ELDOR DOOR AND METAL COMPANY Sedes467 - ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max Width) MI WINDOWS AND DOORS Model185 SH' QA APPROVAL EXPIRATION No. & DATE DATE FL6596.1-145 04/0527 1011af17 FL6702:1-RS 03/14f27 10/10Hi FL17381.N:2 09/27/19 10/03/17 F1.17996.3-111 12/=18 01/2g/18 FL17OKS I 09114/20 01/29/1B FL8888.1-R5 12/31/18 lawn FL16BD6.14U 1111120 01/10/18 FL17499.1-R2 10117/18 129117 MAXIMUM ALLOWABLE WIND SPEED C•Tl-4; I 180 ISO N/A WA WA WA N/A WA RAFTER FRAME, END POST, GROUND ANCHORAND PANEL FASTENER SPACING SPECIFICATIONS - - - - -- -- - - - -- -- - ONCENIERS ALONG RAFTERS OR PARTIALLY MAXIMUM PURLINS, AND POSTS OR GIRTS ENCLOSED ENCLOSED WIND ULTIMATE NOMINAL POSTIRAFTER (INCHES) 180 180 RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) PpgTS/RAFTER3 POSTSIRAFTERI 180 180 ( C 110 TO 150 89 TO 118 5.0 6 6 151 TO 180 117 TO 139 4.0 6 6 WA WA NOTES: 1. Specifications applicable to 26 gauge metal roof and wall directly to 12 or 14 framing, or 18 9 9 panels fattened di gauge steel tube gauge hat channel roof pudins. 168 138 2. Specillca8oea applicable only for mean roof height of 20 That or less, and roof slopes Of P to 27' (1.5:12 to 6:12 pitch). Spacing 165 147 ISO 1 174 158 138 175 I 157 NOTES: 1. DOORS AND WINDOWS SHOWN MAYBE SUBSTITUTED FORDIFFERENT PRODUCT ONES AND/OR MODELS, PROVIDED THE FOLLOWING COND.MONS ARE MET: k PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B. COMPONENTS ARE MSTALLEO ACCORDING TO MANUFACTURERS INSTALLATION REGURIEMENTS. 2. FRAMING CONNECTIONS FOR DOORAND WINDOW FRAMES REMAIN THE SAME FOR SUBS'frruTED PRODUCTS. HEADERS AND WINDOW RAILS SUBSTITUTED PRODUCT. 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 RAILANCHORAGE 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-HABI7ABLE UTILRY/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- DR'DTNFR rnMPM9NTR Mnr'r ISTPn.IM fuc rnr eoonn.,cn - .-- ,.�.... ..,.�.,. ,... ..�.a in�ann.cna RISK. BECHTOL ENGINEERING AND TESTING, INC SHALL NOT BE RESPONSIBLEIFOR STRUCTURAL. DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS: 3. ALL STEEL TUBING SHALL BE-60 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 BYTHE FLORIDA BUILDING CODE{FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. - - 5. ALL FIELOPRAMING 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 25M PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-WI AXW1 A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WI7H ASTM C1116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 8. OF EVERY POST LOCATION, AND BOTH SIDES OFLOPENINGS 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. B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ4T ANKR-TITS MODEL AT1252. OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POSTIRAFTER 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 $000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-12' x 2-12' TUBE STEEL (TS) WITH 2-1W x 2-IW TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 2' x YTS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ONEXTERIORWALLS. 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 S. 14 30'Ancilors 16: DefaI1D� - 18' 20, 48'lnchor. 224; Deta01C 24 216. 28 30 DETAILS 1C AND 1D SHOWN ON SHEET RECEIVED JAN - 8 ^,19 ST. Lucie e®Ufl%L4Ffi1lFElfl METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR. CAROLINA CARPORTS, INC. Oon P.O BOX =60L pp �� DOBSON. NORTH CAROLINA 2701 PREPARED BY.' BECHTOL ENGINEERING AND TESTING,1 AOS VUCST MCO11 vnov n.2m iv 32720 Ip. ODOD5492 REVIEWEVtf CODE COM ST. LUCIE COUNTY SOCC ARE VALD UNiM THE CODE .t liY}ail/f�,�. z DEIAND. FIAR10AA'3j(70,,- .'ND•aa`853 Cemaramd NP. - 4 TIGMTom.-Ero .Fludda LIM NM SE I t TROR 1 0 h FC h CAROLINA`CARMATS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING mmnu mw,su. o..e.eio� so wvoa;p rm.� ommc �� RR' '�"^` G1eta1 _ -To SHEET1.OFa r IRED METAL ROOF PANELS RAFTERS PER MANUFACTURERS INSTRUCTIONS 12 � �Q3 TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE SEE WELD ALL WEB CONNECTIONS, BOTH SIDES FULL B' WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE IIZED METAL ROOF PANELS RAFTERS PER MANUFACTURER'S INSTRUCTIONS 12 24' 16 GA LLCHANNEL BRACE FASTENED To RAFTER WITH (2) 912-14 x 3W SDFb AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST. FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOTTOSCALE - r— 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURERS INSTALLATION INSTRUCTIONS '24' 16 GA UODIANNEL BRACE FASTENED RAFTER WITH (2) 012-14 x 314' SDFs AT EACH END (4 PER BRACE) TYPICAL INTERIOR v RAFTER/POST FRAME SECTION - VERTICAL ROOF NOTTOSCALE - - - 1-1? 16 GAUGE FURRING CHANNEL FASTENED 0 —TO EACH RAFTER WITH (2) R12-14 x 3/4' SELFDRRLNG FASTENER SPACED NOT MORE TNAH AW n'r TYPICAL rt� s s SEE TABLE 1 SHEET 1OF6 LENDVARIES DEPENDING ON NUMBER - AND SPACING OF RAFTERS POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOTTOSCALE OPTIONAL 24'-14TO 30' TRUSSED RAFTER- BOX EAVE NOTTO SCALE ROOF EXTENSION OPTION TYPICAL LEAN-TO OI NOT TO SCALE (BOXI 24' 16 GA U-CHANNEL BRACE (S TOT POST) Air IS GA U-CHANNEL BRACE (@TO 14' POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX 45' FROM HORIZONTAL —C TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTO SCALE TYPICAL BOX EAVE RAFTER GABLE END. FRAMING PLAN NOT TO SCALE .. 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2)R12-14 i 3N' SELF-0RILLAIG SCREWS AT EACH END (4 PER BRACE) s 1 4 MAIN STRUCTURE )NS FRAMING PLAN (BOTH OPTION RAFTER SHOWN; ONLY STANDARD LEAN-TO ISAPPLLCAB &CHTOL ENGINE Thomas eodmol E. '� V i114TS (?f' •� A FIor14e LImn4" /: �_ Y. , • CAROLINA CA:k _§ SWC. GE�NER—ICI PLANS FOR USE IN THE STATE OF FLORIDA BECK=ENG/NEERWIG a..,FIR to AND TESMa tlrc. .. _ easauw aoxmrt ormu. "o xntf�e u+m Homo "� Nrs RR 1.n G18001 SHEET30FO BOW FRAME RAFTER OPEN CiyRrORT - HORIZONTAL ROOF TYPICAL SIDE 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 TYPICAL, SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL BOW. RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER FLOOD VENT (As ep wWo) TYPICAL SIDE ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER TYPICAL SIDE ELEVATION. ..NOTTOSCALE BUILDING - HORIZONTAL ROOF NOT TO SCALE SWNGING DOOR (As aDPO®hle) BOW FRAME RAFTER UTILITY BUILDING HORIZONTALROOF TYPICAL -SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE ROOF I BOX EAVE FRAME RAFTER UTILITY BLDG - BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF TTN.ICAL SIDE ELEVATION _ TYPICAL END ELEVATION _ NOT TO SCALE NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE I:16ZTT BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF CM0LINA CAk0dMPv1l' `; GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE MSECHTOL ENGINEERING MID 1E nNa arc. r-�rs� � O°� w meta �rnc umma. NTS TS END END POST/RAFTER CONN. DETAIL. I Not To Scale 16 14Q'x 1-12' x 718 GA CLIP ANGLE SECURE TO - RAFTER POSTAND GABLE RAIL WITH (4)#12-14 x 3/4-SDFa (2) ON TOP, (2) ON SIDE TS RAFTER POST GABLE RAIL TO RAFTER POST &%NECTION DETAIL Nol To Smlo . 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WRH (2) 012.14i 314' SDFS AT EACH ENO (4 PER BRACE) — BRACE SECTION NMTo Smle 8' LONG TS NIPPLE SECURE EACH WITH (4) 012-14 x 314• SELF4)RILLING FASTENERS --12 GA TS POST _RAFTER POST/DBL. HEADER DETAIL 11 Not To Scale GABLE RAIL TO RAFTER POST CONNECTION DETAIL � NmTeSmle ' 26 GA. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Seale LONG TS DOUBLE TS HEADER NIPPLETO RAFTER POST/HEADER DETAIL � Nm TO Stale RAFTER 1T LONG Ts NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14x 314' SOFs, IB' Ts TS SIDE. EXTENSION RAFTER/POSTDETAIL "To Sege . TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No, 12, SHEET 1 OF 6. 6' LONG TS NIPPLE /) �--r�•M//—/r+II�rECUREEACH ITH(4)E12 x34SSEFASTENERS /-12 GA TS POST BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Nm TO Seale 0OST / LEAN-TO RAFTER CONN. DETAIL NolTo Seale - LICE B� BECHTOL.ENGI?INGANDa'ESTING;•INO�• - %•, 6oS WESTNEW YORIFAVENUE O, �• DELAND, FLOfimA '? �• Cem6®la Thomas _ P.E- ✓\ J� • Az lJF •� i F Floods No. ` ;. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ` I BECHM ENG/NEER/NG a•— RR .:,. NTS AND MMM4X b a x� } i F,4MINIMUM INSTALL 1W x N' .A 5.1ll EXPANSION ANCHOR THROUGH SASE ROIL WITHIN 6.OF EACH RAFTER POST ALONG SIDES AND WITHIN 6' OF EACH END WALL POST ALONG END WALL SECTIONS 2.1? EMBEDMENT . FOOTING RM PSI MIN.) 2RSe CONTINUOUS %ZCONCRETE BASE RAIL ANCHORAGE � NotTosme DRILL W HOLE BASE RA1LA ANCHOR EYE WITH (SEE GROUND ANCHOR SCHEDULE; SHEET I OF 6, FOR REWIRED ANCHOR) L- CONTINUOUW -CONCRETE PAVEMENT EYEANCHOR CONCRETE BASE RAIL ANCHORAGE NOITo ScaW (OPEN CAFU'ORTSVd(ERESLABEDGEDIST/NCEDOESNOT - MEETMINIMUM EDGE DISTANCE SHOWN IN DETAIL is) TS TRUSSED RAFTER O DR NONSTRUCTURAL HE TS END POST OR DOOW WINDOW FRAME POST Ic9-L`TffeTI:K• . TO RAIL, 4 --T' NolTo Scale 2W'1016 GAANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4)012.14 x 3W SDn, (2) ON TOP OR BOTTOM, (2)ON SIDE NOTE: AT ROLL.UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POSTTO RAIL ONLY ON SIDE OPPOSITE THE OPENING. CHORD, OR \TIER CONN. DETAIL 24' 11 46' 16 INSTALL IM x MINIMUM&Ilr EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6• OF EACH RAFTER POSi'ALONG SIDES- _ F MIN. B• — MINIMUM 2-ur EMBEDMEtT CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not To Sole (OPTIONAL -OPEN CARPORTS ONLY) �ZBOX EAVE.RAFTER/POST DETAIL �. NatT X ' i1 END POST/BASE RAIL CONN. Not To Scale a DRILL WHOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1AT DIAMETER THROUGHSOLT N IN -TS CONTINUOUS BASE RAIL _ EYEANCHOR fflg p In f 6/8'nn ROD 4B' LONG T DRILL W HOLE BASERAILA ANCHOR EYE WITH .7 TOP OF A OR STABLE WASHERS SEEGROUNDANCHOR EYEANCHOR Y (SEE GROUND ANCHOR ;CHEDULE, SHEET I OF S. 6B`.ROD Mr LONG SCHEDULE, SHEETI OF 6, OR APPLICABILNY) _ _ WITH DBL 4•HELIX _ FORAPPLJCABIUTY) .„BASE RAIL DEEP ANCHORAGE NoITo Smle ' BOW RAFTER/POST DETAIL Nut To Scale ROLL -UP DOOR FRAME) IF BASE RAIL ANCHORAGE `.'�''/ NotTa Scale RE POST TO NIPPLE. (4)N12-I4 x 3W SDFe t POST) \ —TS RAFTER POST BASE RAIL POST/BASE RAIL CONN. DETAIL NolTasmle. r .;a�f i .• jln.' TS WINDOW RAIL OR GIRT. •� ��c%j,/ONAL V 0"' -.14M1IL FOR VERTICAL' SIDING OPTION +,�.-_,�(r!`II ),t: NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Not To Scale ' IZW18 BECHTOL'ENGINEER/NC> - RR Nis mma*au ommarx. wauiaom�..o xemu mno oomu ae.m RR maa G180a1 aee..ae.mra.mom �. .,.aam TB.- SHE&T40FS'. VERTICAL SIDE OPTION GIRT (Typiea BOX EAVE SEE 3 DOOR HEADER "Ir 18 GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR EACH RAFTER WfTH (2) #12-14 z 3W SELF-DRIWNG WITH NONSTRUCTURAL HEADER r FASTENER SPACED NOT IiDRETHANWO.C. G,IRTS (ryqmq BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE - NOT TO SCALE �1� lel®ICI®I�sl! I � ICI®I®I�lolol��l®I�I� ,a TYPICAL POSTIRAFTER/GIRT FRAMING PLAN_ NOTTOSCALE - BOX EAVE FRAME RAFTER UTILITY BLDG - ROLL UP D( IIIIhIIIJII!iII IIIIIu�Ip�I II ilI! IIIIIII III III I�I el ll ll.: 1 i�l _IIi IIII I I I I (As applic e i J� TYPICAL SIDE ELEVATION TYPICAL EI NOT TO SCALE NOTTO SCALE -- I 605 WEST O 'DEIAND, FL 601AN to of uon �< Ivo. ate• � 7 Zo li�- r {/may. •� � Az '1 CAROEFOR CARPORTS, INC. GENERIC PLANSSE IN THE STATE OF FLORIDA -wg 17l61Is BECHTOEERING �- q�.w.- AIID TESTWONTS mmc wmtva � wuw .G16WI TH SHEETS OF