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Home My WebLink AboutCARPORT PAPERWORKFBC APPROVED PRODUCTS L- MAXIMUM ALLOWABLE WIND SPEED TABLE 9 RAFTER FRS" END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICA7IONS PRODUCT CATEGORY I SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS STRUCTURAL WALL STRUCTURAL COMPONENTS FOOD VENT EXTERIOR DOORS SWINGING EXTERIOR DOORS SWINGING EXTERIOR DOORS ROLL -UP EXTERIOR DOORS ROLL11P WINDOWS I SINGLE HUNG CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FOOD FLAPS, LLC 8X16 Flood Flap ELDOR DOOR AND METAL COMPANY Series 40244 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 263 (12- Max. Wift) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (17 Max. Width) MI WINDOWS AND DOORS Model 165 SH - APPROVAL No: & DATE QA EXPIRAT14 DATE FL6598:1-R5 0410=7 10/10/17 FL6702.1-R5 0311427 10H0/17 F17381.1-R2 0927/19 10/03H7 F17996.3-R1 IvwI8 oir2ame FL17996.SRI 0911420 0129/18 171.8888.1-Ii5 12/31/18 1D/B6/17 F16806.1-R2 11I'112D 01/10/18 FLIT499.1-112 10/17/18 1229117 PARTIALLY 11 OPEN ENCLOSED ENCLOSED WIND ULTIMATE NOMINAL 160 180 1e0 RISK EXPOSURE I WIND -PEED WINDSPEED CATEGORY CATEGORY (MPH) (MPH) ISO 180 180 WA WA WA WA 156 138 WA 165 147 WA ISO 174 N/A Ise 138 NA I ITS 157 NOTES: I. DOORS AND WINDOWS SHOWN MAY BE SIIBSTTIU.TED FOR DIFFERENT PRODUCT -LINES ANDIOR MODELS; PROVIDED THE FOLLOWING CONDITIONS ARE MET: K PRODUCTSHALL HAVEA VALID FBC PRODUCTAPPROVAL" - B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REQURIEA/ENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOWPAL MAY BE RAISED,OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED' PRODUCT - .. -. .. -- ... -. — --ON�.ENTER MAXIMUM PURLINS, A POST IRAFTER INTERIOR SPACING (FEET) POSTS/RAFTI 1(' 10 TO 150 1-8 —6 =- - __8 C 151:TO18J0 I 117T0139 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 roofpudUls.- 2. SpedScations applicable only for mean roof height of 20 feet or less, and roof slopes of 70to 271(1.5:12 to 6:12 pitch). Spacing 12 14 16- 18, 20 24 26 DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 6 GENERAL NOTES: I�o2� 1. THESE P.LAN5PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, ANO BASE RAIL ANCHORAGE OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSMGRESS, PROPERTY SET -BACKS, FINISH FLOORELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.. _ - 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITYISTORAGEidUILDINGS (RISKCATEGORY 1) CAPABLE OF SUPPORTING OEADLOADpF THE STRUCTURE AND APPLICABLE LIVE.AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OROTHER COMPONENTS NOT LISTEDIN THE FBC APPROVED PRODUCTS .LIST '(MIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROUi4A CARPORTS; INC.; WHICH ExERT%1DOITIONAL:LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND, TESTING; INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUETO THEAPPLICATIONOF.ADDITIONALLOADS. 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 INSTALLATI FLORIDA BUILDING CODE (FB'ATTHE LOCATION O ON INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE C • ' BUILDING DIVIS REVIEWE POR COIA A REVIEWED )�3Y1' DATE 2115 jot PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE F THE BUILDING WITHIN THE STATE OF FLORIDA. ' ' S. 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 46. CONCRETE SLAB FOUNDATIONS SHALL THcBEPU N'S AID ^) PROPOSED'WORK BE REINFORCED WITH 6X6-WI AXW1 A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE RAIL REQUIRED FOR CONCRRETE FOOTING AND/OR NCHOR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS ONE WITHIN 6- OF EVERY POST LOCATION, AND BOTH SIDES or SHEET) FOWHERE R SPECIFIC TYPE GROUND ANC L IS ABSENT. GROUNDOR REn REQUIREMENTS MQUIRED 8Y FIELD INSPECTORS THAT , 8. CONCRETE.EXPANSION ANCHORS SHALL BE WEJ4T ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.Mi►Y N NECESSARY INORDERTOALENT. I P� CO"�FtY 1.YIT: P:PPLI. x C (''� B: 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 SDCIH EDITION (2017)- RESIDENTIAL ACNHI' [ AND SECTION 1816.10E THE FBC SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2.000 PSF IS ASSUMED. ENT 11. 14 GA FRAMING: 2-12' x 2-12' TUBE STEEL (TS) WITH 2.1/4' x 2-1/4' TS NIPPLES. EJ16 12 GA FRAMING: 2-1W x 2-1/4' TS WITH 7 x Z' TS NIPPLES. CONCEALED FASTENERS OR ATTN IZ ENCLOSED AREAS REQUIRING FOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ARE THE RESPONSIBILITY OF THE ENCLOSED APPROVED PRODUCTS WLI�ST SHALL BE BASED ON E OF OPENINGS SET WITHIN FLOOD VENT PER EVERY 22T OF THE HIGHER OF 0 SQUARE FERIOR OR ET EXTERIOR IENCLGRADE. ED AREA- SEETOTAL TYPICAL FLOOD VENT FRAMING FLOOD PLAN. PLAN. SHENOTED EN THE T 5 OF BC CONTRACTOR OF RECORD METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND - FASTENER SPECIFICATIONS OR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY., BECNTOL ENGINEERING AND TESTING, INC. 605 WEST NEWYORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. ODOOM92 SCAR Ar4e St GUCie �y COpnt THIS IS TO CERTIFY THAT THE CALCIdATTDNSAND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF sr:cnoN 1609 OF THE FLORIDA BUILDING CODE SO" EDITION (1DI4 THE RJWS ARE VALID WIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE BECHTOL ENGINEERI - �1€,kIN 6D6 WEST NEW YDRKA �. DEIAND. RORIDA S= Certlflmte 3BS38 7f Florida tiara �..(1 ST 8111 CAROLINA CAR0C3�'`, ,Wt GENERIC PLANS FOR USE IN THE STATE OF FLORIDA FIL �� ,2/6116 BECIML ENG/NEER/NG RR � NTS ANO fEarB/G Ne mom aaimrr. w®Dora ao „awa,m,o Homo osa� " . imw. G l 01 �'^Pe TR CHFETteFa BOW FRAME RAFTER 1irc"N CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOTTO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FLOOD VENT (As eppUmNe), ROLL-UPDOOR SWNGINGDOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - FLOOD VENT (A$eppGraNe)1: ROLL -UP DOOR (AS O W► caWe), TYPICAL SIDE ELEVATION i OT TO SCALE BOX SAVE (AS F TYPICAL END ELEVATION NOT TO SCALE ROOF - VERTICAL ROOF TYPICAL SIDE ELEVATION TYPICAL END: ELEVATION 'NOT TO SCALE - NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR --(Aseppl-Wa)T - (AseppUmWe), TYPICAL SIDE ELEVATION NOTTOSCALE FRAME RAFTER UTILITY TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE ROLL•UP TYPICAL END ELEVATION NOT TO SCALE ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE - - NOT TO SCALE '\ .r,S(RIH1j��' TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE iluEt :A/ND oSTIN �NC: 31 • �O F 53B _ 7 : •. TATE OF CAROLINA CARGO I I)INI�C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECNTOL ENGINEERING AND TESTMO•em. RR[j;�;RR .e I VANIZED ME1 TO RAFTERS 1B n SEE .-_..— .. -..-_..._-..---- -- Q3 --- __ - - - - 2 "MH `-24' 16 GA UCHANNEL BRACE ) RAF VSDF%TEAT !21()KjFASTENED TO RAFTER WITH PER BRACE) EACH END 4PER BRAT ( BRACE) I� TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF -NOTTOSCALE 28 GA, GALVANIZED METAL ROOF Pk FASTENED TO PURLINS PER MANUFACTURERS INSTALLATION INSTRUCTIONS ---. —' '2C 18 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2)Al2-14 x 3A4' SDF's AT EACH END (4 PER BRACE) .24 TO W TYPICAL INTERIOR . RAFTER/POST FRAME SECTION - VERTICAL ROOF NOTTOSCALE 1-1/C 18 GAUGE FURRING CHANNEL FASTENED TO. EACH RAFTER WITH (2)Al2.14 xwe SELF4)RIWNG FASTENER SPACED NOT MORE THAN48' O.C. 3 SEE TABLE 1 SHEET 1OF8 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS - TYPICAL POST/RAFTER FRAMING PLAN -VERTICAL ROOF NOT TO SCALE OPTIONAL 24'-17 TO 30' TRUSSED RAFTER - BOX EAVE ROOF EXTENSION OPTION CAL LEAN-TO OI 24. 18 GA U-CHANNEL BRACE (S TO 7• POST) 48' 18 GA UCHANNEL BRACE IS TO If POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX 46' FROM HORIZONTAL TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE MAIN STRUCTURE _ STANDARD LEAWTOO TIP ON 3 PLAN (BOTH OPTIONS SHOWN ,11 u 1 I AAAA LYSTANDARD LEAN-TO ISAPPUCABLETOB01� BECNTOL ENGINE NEwroRKA -Q-' •'.�O 3272 NO 3' yFla CAROLINA CARS I {1 GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12MB OfaBECNTOL.ENG/NEER/NG RR_ His FIR 4318001 AND TEBTM hm ncw� mimra ueo..,m.. s .� Tarim Dome E - wmcomry �TB I SHEET 30FB IN, -' 1r• x wNOHUM Sir• EXPANSION ANCHOR TkkAieH BASE RAIL WITHIN S' OF EACH RAFTER INSTALLiflxMSi/CFJ(PANSION INIMUM POSTALONO SIDES AND WITHIN 6' OF EACH ENO ANCHOR THROUGH BASE RAIL WITHIN S' WALL POST ALONG END WALL SECTIONS_ OF EACH RAFTER POST ALONG SIDES _ _ _ _ _ _ _ _ _ _ _ _ _ — MlN.6' C2"MINIMUM MINIMUM 2-ir EMBEDMENT MINIMUM 2-1r• EMBEDMEN MIN.) CONCRETE BASE RAIL ANCHORAGE I^ . Nm7osmle - :DRILL SIB' HOLETHROUGH THE BASE RAILAND SECURE TO ANCHOR EYE WITH Ir' DIAMETER BASE RAIL (SEEGROUNDANCHOR SCHEDULE,SHEEf I OF 6, FOR REQUIRED ANCHOR) CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR CONCRETE BASE RAIL ANCHORAGE IG NWTOSca%(CPENCARPORTSHTDRRESLABEDGEDISTANCEDOESNDT MEETMIN64UM EDGE DISTANCESHOWN IN DETAIL IS) TS END POST OR DOOR/ I I WINDOW FRAME POST _w_ 7YhQ' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) TSBASEAVINDOWRAILOR AND RAFTER CHORDIRAIL WITH NONSTRUCTURAL HEAD ER (4)012-14 x 314• SDF'e,(2) ON 2 GA IF ROLLUP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE NOTE AT ROLLIIP DOOR OPENINGS, POSTSHOULD BE FLUSH WTTH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR 4 CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE NglTOSmk (OPHONN.-OPENCMPORTsarNLY) .BOX EAVE. RAFTER/POST DETAIL Ln Not To S®l0 TS 14rZx142'xr16GACUP ANGLE SECURE TO POSTAND BASE RAIL WITH (4) 012-14 x 3N' SDFs. (2) ON TOP. (2) ON SIDE TS CONTINUOUS BASE RAIL � END POST/BASE RAIL CONN. Not To SwIe DRILL SW HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1r DIAMETER NO OF EYEANCHOR SW ROD 40' LONG WITH S'HUM OR 5WROD67LONG (SEEGROUNDANCHORR WITH rHELK SCHEDULE. SHEET I OF 6. AS APPLICABLE FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE NN ToSc9% DRILL SW HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1r' DIAMETER OR EYEANCHOR U (SEE GROUND ANCHOR SIB'ROD 30'LONG 'SCHEDULE. SHEET t'OF 6, WITH DBL 4'HELIX FOR APPLICABILITY) ,� BASE RAIL ANCHORAGE I vJ/ kkTO 24' 16 GA UZHA NNEL BRACE (STD rPOST) 48' 16 GA ULHANNEL BRACE (B TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NIPPLE TO BASE RAIL —r. r � LANG IS NIPPLE SECURE RAFTERAND POST TO NIPPLE WITH (4) 012-14 x VCTS RAFTER POST SELF-DRILLNG FASTENERS BOW RAFTER/POST DETAIL Not TOSole ' TS POST (12 GA IF ROLL -UP DOORFRAME) rxrxrl6GAANGLEgJP SECURETOPOSTANDTOPOF HEADER, OR BOTTOM OF WINDOW RAILAGIRT WITH (4) IH2.14 x 31C SDPe (2) ON TOP OR BOTTOM, (2) ON SIDE �TS NONSTRUCTURAL HEADS (12 GA IF ROLLUP DOOR FRM DIN RAIL OR GIRT TICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL � Not To Scete S' LONG TS NIPPLE SECURE POSTTO NIPPLE WITH (4) 012.14 x 314-SDPe CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL o Not TO So31e - ' BE T EN MINA fi@ING 4RO TESTIN , I►�Cc. y' DELAND, FLORIDA 3272Y` NO, CaAOole of 8•i`?8 • o A FbAda LlcaneeN £ - i �••••:c�O ��R �` CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHIOL ENG/NEER/NGr'=RMR BE7E87Wq mmu�0 oxona oeoom� xo weu mna oo.mo 2525Q' 1B GAANGLE CLIP SECURETOPOSTAND RAFTER WITH (4) 012-14 x 314' SDP5, (2) ON BOTTOM, (2) ON SIDE OR 2Y4' 18 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) 012-14 x 3/4' SDFs, — A (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL 1 NM To Seale i-17 x i-1(P x 2' 18 GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE RAIL WON (4) 012-14 x 3N' SDF'e (2) ON TOP, (2) ON SIDE TS RAFTER POST B' LONG TS NIPPLE SECURE EACH WITH (4) 012-14 x 3W SELF -DRILLING FASTENS —�12 GA TS POST (o-� RAFTER POST/DBL. HEADER DETAII Not To S4Sle 1-1Q'x 1-1Q'x T 1SGA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) i-1/Yx 1AR' x 2' a' 012-14 x 3/4' SDF4, (2) ON TOP, SECURE TO R (2) ON BOTTOM RAIL WITH (4) (2) ON T( RAIL GABLE RAIL TO RAFTER POST � CONNECTION DETAIL to Not TO SraIe 18 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) 012-14 x 314' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not TOSo31e BOTTOM —TS GABLE RAIL 3/P TS RAFTER POST GABLE RAIL TO RAFTER POST � CONNECTION DETAIL � Not ToSule 1-ll718 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012.14 x3N' SDF SPACED NOT MORE THAN 48' O.C. ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 24 4V I C LONG TS NIPPLE SECURE WITH (4) #12-14 x 3R' SELF-DRIUJNG FASTENERS DOUBLE TS HEADER NIPPLE TO DBL HDR. RAFTER POST/HEADER DETAIL ' .Not To Scale 7t 12'LONG TS SECURE POST TC WITH (4) 012-14 x W iA S' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3N' SDPe . - _Lk�TSRAFTERPOST SIDE EXTENSION RAFTER/POST DETAIL Not To Ses'e TYPICAL FLOOD VENT FRAMING PLAN NOTTOSCALE RAFTER POST 1UI &BASE RAIL CC ONot To Sale SEC RAF SDF (2) C 13 POST / LEAN-TO, Not To Scale CAROLINA G GENERIC PLANS FOR USE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. BECHTOL ENGINES AI110 TE'ST1N0. Tn<