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Home My WebLink AboutCARPORT INSTALLATION-M, Iqe Lucie County TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING — SPECIFICATIONS'_. - AVERAGE FASTENER S'ACING ON -CENTERS ALONG RAI(ERS OR MAXIMUM PURLINS, AND POSTS 01 GIRT$ WIND ULTIMATE NOMINAL POST I RAFTER (INCHES) INTERIOR 1 D RISK EXPOSURE WIND SPEED WIND SPEED SPACING_ CATEGORY CATEGORY' (MPH) (MPH) (FEET) POSTSIRAFTERS POSJS ERS 115 TO 150 89 TO 116 .5.0 6 6 laril B4O,orD 151 TO 180 117 TO 139 -4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube boor frames. 2. Fasteners consist of 1/4'-14X1' self -drilling screws with control seal washer. 3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 14' (3.12 pitch). Spacing requirementrbr other roof heights and/or -slopes; may vary. 4. Ground_anchor requirements are 1 ® each comer and one every other Interior bow/raBar post location, at a maximum of 10' O"•and both sides of openings where base rail is absent. 5. Ground anciwrs are not required with concrete slab construction. APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. &DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. F1.6598-112 26 Gauge AG Panel 10/09/12 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702-112 26 Gauge AG Panel 10/09/12 EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL1722-114 Model 402-14 03/14/12 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL6888-R3 Model 203 04/03/12 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940-fit Model 100 VS 04AW12 GENERAL NOTES: `1=ALCSTE-ECTU8ING SHALL BE 50 KSI STEEL 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4' x I'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER 1@ 6' O.C. AVERAGE. 3. ALL FIELD CONNECTIONS SHALL BE 1/4' x I'SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS SHALL BE.WELDED. 5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS THESE PLANS AND ALL PROPOSED WORK FOR CONSTRUCTION IN THE REQUIRED BY TO ANY INSPECTORS THAT STATE of FLORIDA MAY BE NECESSARY IN ORDER TO PREPARED FOR. COMPLY WITH ALL APPLICABLE CODES. CAROLINA CARPORTS, INC. P.O. BOX 1263 RECEIVED DOBSON, NORTH CAROLINA 27017 JUL 11 2010 PREPARED BY.* BECHTOL ENGINEERING AND TESTING, INC. Permitting Department WS WEST NEWYORK AVENUE St. Lucie Counh- DELAND, FLORIDA 32720 Certificate of Au#w&ation No. 000OM92 CONCEALED FASTENERS OR A- ACF&IE aS ARE THE RESPONSIBILITY OF THE FILE -COPY * CONTRACTOR OR RECORD WINDOW AND DOOR NOTE EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AA.MA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: ANSVAAMA/NVWYDA 1011iS2 2/97 THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330. STANDARD TEST METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE. 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 2010 FLORIDA BUILDING CODE. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. 10 dlidl��il% I cX1v_ �•-04 ST. LUCIE COUNTY BUILDING D-^"[)I �J DATE ' R T MUST BE KEPT 0 D PLANS AN WILL E ADE SITE OR NO INSPECTIONS) BECHT 9'.INC. ..r r � a r � 11111{1 CAROLINA CARPORTS1 INC. 6-12-13 At�BECHTOL ENGINEERINO .� im .�. His AND TESMa6 Iea "'°; TB ''"0La (i13007 00 O.oecm..e,,, ouia . Mo mo.as �o oam�+ �emrA...+x.rwM �TB I SHEET 10FA �U 2jCW-QALWWnWTALl FASTENED TO SOWMMYRTH y,ffmooffmms (3EETABLE I FOR FM M 12 --Z:ZZ]3 6- Oft EAlA CP"W L MrDEDrou"WHmmm W-VT 14' LEGHEIGW GRADE -wmRm SMM MUMAIM OR TOP OF 00"CRETE AN— MAX. BCOWSP• TYPI-CALBOW SECTION AHCH=jwp= VWN cmvxm&mcoywm=nom WAD9TALlCR7.M!ET30F4 12 N67AKZlFCftFAUEMR&FAbM -3 F \ �-ALV" Vmb Aa� -9= SAVE Or a ---+W.EN GRADE GRWWGF 3 dow-Ast MAk- KW SPA* F -TRUSSED BOW'SiECTION • PWDEfALl0RL0ZjT3CF4) N St d%LVAPAM LIETAL ROOF PAwas iiii-TAME I FMFASTBCFA $PACW% - -- : I —.-TzZ®r�-- 90X6VE0PhDN W ffM SLAB FOUNDAWN 4 C*ff*ajmn cowtim Ka WW MAX 3PV+-- — 3W.V MAX BOW SPAN WHO= @L#a Cowmcrm TYPICAL SIDE EXTENTION SECTION No TO Semb OVER -LLLEN0MVARIES 'DEPENDS ON NU 4BE RAND SPACNOOF BOWS ... --------- SEE TABLE I -OFT=" ="" am SM OR 13 b .PAPMU— SEE TAB( : i SEE TABLE i 24 at R4ywa RDO"im: WE TABLE i SHEET I OF 4 SHEET I t 4 BHEET'l 004 SHEEt I OP 4.' jllmtp4l =mum -Dmm7&A 3w Low wam AXL 4' HEI EYE ANCHOR IWO AND (SIEF 3. SHM 3 OF. 4) ARCHM 0 EACH 80 .% , 2!' SIDE OPE co"mm ceramcraL A2.MWJCFQ SID ELEVATION NINO$. NO TO Smm, I OF4 km ma ma, im -um S" m" km .......... QtGALVANUED AL ROOF PANELS 4- 4 H. GACIALVAHMMAL SIDE 11. F AL��b SGCUFtr%YA=PAMM2,T0RWrEFAl&NAya EMPOWWTH Wx 1"_8XLF-4DFMlM SCReW* V4 COHMM W-4L WASHER -r&E i FOR FAuEmm -Acvq 1---73 ENMALL POST Of sw2dovas wristTspom GA GALVAN!?EO METAL SM PANEW 1=3 Powom ANCHORS ®EACH END. BOW POST AWEVERVOYM JSEJ� FUWT�3) 07 EW PoarlLOCATION,,, 4 MEDETAlL30N*mEr3cF4) AIOSMtaIOTRFANEiCDIYI}II7 END WALL bPEI IING� (fF MAL I cm 4�auJEND WALLSECTION 1&2-lWu2-Vr-7t8E6TE EL i2aAfkAW16132-tWx MEL MIU�W'TO PAFnW.VM nVJX VMH (MIAKEI FOR FAGMAER 1: --40 TAME 1, WM I OF 4 BECH MERINO Alid C. mw, 1AAk lax UAX -UAX EOS WEW- �"., A % 29 OR 26 GA. GALVANIZED 3 METAL ROOF PANELS KAVE /-- -". I —Ak d of U&IMMaC NM FOUNDA . �0,/ WHOUUN ELM FCOMUM 11fill I • CONTWOLIS CCNCFtETE SLAB COPENCARPORNOWY) 14'r MAX SPAN col"m I MA mm3oFqc CAROLINA CARPORTS, INC. GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO 6-19-13 JIV:4 BECUTOL ENGINEERWO RR NM WToscam NdTo $ode AM WMA kw-' A To GO Tit '$MET i OF log NIPPLE DBL. HE S 12 GA NIPPLE ACH WITH 4 1141W LING FASTENERS RAFTER POST/DBL. HEADER DETAIL NOt To Scats 2'A2'.i2' ie GA AN OLE CLIP SECURE TO POW AND RAFTER WRH 11Px 1' SDFk 2 ON TOP AND 2ONam —TE END POST 5 END POST/RAFTER CONN. DETAIL NNat To Seafe 3 Wx 1' SOF 1r O.a cuRTATN 1e OA. SECTION THROUGH ROLL UP DOOR HEADER. Nol TO Sege CURTAINt 20 OA. palmhed S1W %M baked on epoxy Vk— & pdtyestW top coal. *3wR1 RAFTER 6' LONG TS 12 GA NIPPLE SECURE EACH WITH 4 UV x V - - --SELfiOR"G FASTENERS TS TRl1SSED RAFTER CNORD, -- _ - OR NON-STRUCTURAL HEADER TS 12 GA NIPPLE TS BOW POST WITH 4 1W x 11 TS END POST OR DOW rx�' TO GAANGLE CLIP ILLWO FASTENERS VANDOW FRAME POST SECURE TO POST (FJuCH SIDE) 78 BASEMNWDOW RAk OR AND RAFTER CHORVAUK WITH NON-FFRUCTURAL HHIOFR 4-Ui')ct• $Ws, TS CONTRAJOUS BASE RAIL 2 ON 1H7TTO,f AND 2 ON SIDE TS HEADER NOTE: AT ROLL UP DOOR OPEM13S, POST SHOULD BE FLUSH WITH RAL END. PPLETO CLIP POST TO RAIL ONLY ON L HDR 2NT6' NIPPLE TO SIDE OPPOSITE THE OPENUTNG SASE RAS. RAFTER POST/BASE POST TO RAIL, TRUSS CHORD, OR 2 RAFTER POSTIHEADER DETAIL BASE.RAIL CONNECTION DETAIL. NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale W To Scale - 4 NNw To scaly TS BOWIRAFTER POST 2IOR2t1GA GALV. METAL SIDE PANEL 1-11r x 1-11r x r 1S GA CL1 ANGLE SECURE TO BOW POSTANDBASE RAIL WITH4 114ix1'SDF% V-TS COWHWOUS WE RAIL 6 END.POST/BASE RAIL CONN. Nd TO Seaw TS POST 2,xr x r 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER. OR BOTTOM OF WINDOW RAl1JmT WITH V4` x 1" SDF% TS NONSTRUCTURAL HEADER gIFTIORMVEROTTICALSIOM iDW RAIL (OR OTRT ` OPTIM NON-STRUCTURAL HEADER, WINDOW i RAIL, OR GIRT TO POST CONN. DETAIL W TO Scale 114' x 1' SDF ---- -- - 1 �1rO.C. I SWINGINODOOR i MITERFYTFRIOR (Sirs vaAes, see plan) , i I O I �-Ts POST I -- — A SECTION NaU To Saba NIPPLE TO SASE RAA B' LONG TS 12 GA NIPPLE SECURE WITH 4 V4' x 1` SW% SCWIitAFTER POST CONTINUOUS SAM RAIL POST/BASE RAIL CONN. DETAIL 8 Na 1b Saw NOTE 14 EA FRA111HG Is 2-SW x 2-1/r TUM STEEL (TS} 12 GA FRAMING IS 2-1N' x2.114'T8. NIPPLES ARE 2-V4•x 2-1M 12 GATS FOR 14 GA FROAMM NPKES ME rx 2' 12 GA Ts FOR 12 GA FRAAOW. .r CAROLINA CARPORTS, INC. "• •"• 6.1943 BEWTOL EMOWWEER INO — FIR °"' HIS AND TWO YMa 6r m�i.a sacs:w. snoexxa, ua wawa Nabs notes oea� �� 013002 4.,wiu..rwm �"14"06TB SHEE74Of 'lNgAINUM VWANSIOHANCH amii RAIL wrniR4 w OF EACH DWP6SlTSALONQSIOESO.RWSID HER END WALL POSTALONG END T"S MINIMUM ELISEDMENT OONQ F06TV (2500 PSI AM.) REINFOR& . 0 WITH 4 M CONTINUOUS, CONCRETE BASE, RAIL ANCHORAGE (OPTIONAL) LONG SECURE WITH 4-lWXI'SDF's it BOW/RAFTER--POST, mw krMTO lWxm RICTION ANCHOR STEEL PLATE -Ammm-:11-iM EMBEDWNT uONCLITHIC CONCRETE FOOTING -- u ALTERNATE- POST TO CONCR - ETE- - FOUNDATION CONNECTION 'DETAIL NdT63clb FM WALL HAVE AAMWAN &-*ClF*0C0%WM9Y9 1fTM*M0F2=P9 ANY INSTALL V2*XpAMWMSIEXPANSMNAW..',)R THROUGH SASE RAIL WITHIN WOF EACH RAFTERISOW POSTALONG SIDES NO SCREWS MIN. 61 REOUIRED INBOW 8ENO-\ --,M*0JUU2-VrEMBEDMFJf ZOON� 4' CONCRETE PAVEMENT N-CONCRETE- BASE RAIL ANCHORAGE 24. 10 GA U-CHANNEL BRACE. (V To r POST) 4WlBGALI-CKVffiELGRACE (VT0ICPOSn NOTE: TS BM RAFTER GRACE NOR REQUIRED AT CORKERIFEND ENCLOSED NPKE TO 3116* RAFTER 16 GA UJMWINEL SPACE (V TO r Post 4W-150AU4:HWIMBRACE (C-TOIr-POST)-- HOYE. BRACE NOT REJOUVIEDAT CORNER IF END UNCLOSED ,Ts=wPolT r"\ BOW RAFTERIPOST DETAIL . NIPPLE TO 3nIr 6- LOW T§ 12 CA NIPPLE RAFT _qprAij& WITH 4 114'xl' SOF-2 hr-,m CONE. BAN RAIL Vf v TcwOFASPHALT PAVEMENT ' ir LONG TS 12 GA NIPPLE OR STABLE GROUND SURFACE SECURE POST TO NVPLE WITH 4 IW x V SOFT, WRODWLONG :W 10 01 UtHAWEL GRACE (010 -P POST) 46' If GA PCHW4EL GRACE (V TO ICIPOS-7). NOT2! BRACT NOT FtEC--%REO IF END ENCLOSED TS RAFTER POST SIDE EXTENSION ION RAFTER/ .7-) BASE RAILANICHORAGIt 'CORNERPOST DETAIL' , T.1 E To FA -3 8A FRAMING 2-1/4' FOR I SWWW DUMMY TO 7M WEA71451 MWL DIE37AJNLM IfEel. CR NOT DWED GALVANUM' BRACE SECTION WTOSole ALLY EUKDOEDIN CONMEM SH KKAVMEDTO =0=.%P=9XW THAN i FICHOFMOPAMIX U&nACEUEKTTO fVK*W5QFVFftTlGALVALEMTK INME V44 ,Nil TS RAFTER ROOF PANELATTAIC HMENT (ALTERNATE FOR. VIEIVICIAL R" PMELS) Not To Scab S' LONG TS 12 BA NFftE SECURE. POSTTONM9WITH 4 IWX V SOn BOX EAVE L RAFTER/POST DETAIL �fNIATD�6-* - r RAFTED POST GABLE RAIL, TO CONNECTION DETAIL_ r4 OA Tr W2,iiiiN" 24W TtfeE=EELCM I wc. ''A —7— CAROLINA CARPORTSt INC. MFmm=,0ECfff0L ENOINEMNO . - -ME7 AND rld7VJ4 kw - A — To "'t- mpgrAft-m. no mcmu clue odwa . 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