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Home My WebLink AboutCARPORT PLANS/�vj- &-urn ST. LUCIE COUNTY BUILDING DJ REVIEWED FOR COMPLIANCE / REVIEWED BY a,, , -m . SITE OR ;ANCEALED FASTENERS OR ATTACHMENT ARE THE RESPONSIBILITY nF THE PRODUCT CATEGORY SUBCATEGORY MANUFACTURER APPROVAL I MAXIIdUM NO.SDATE ALLOWABLE WIND SPEED STRUCTURAL COMPONENTS ROOF DECK CARCLINACARFORTS,INC FLONSAAS Too 280eug6 ADD en81 10110117 STWCTURALCOMPONENTS STRUCTURALWALL CAROLINA CARPORTS, INC. FL8702.1-RS 180 20 G80ga AO Panel 10110117 STRUCTURALCOMPONENTS FLOOOVENT FLOOD FLAPS, LLC FLITIBI.tA2 NA BxIBFlaad Rap 1010.9IIT EXTERIOR DOORS SWAGING EL➢LIRDOORANDMETALCOMPANY F1.171I 13D Se1Me402-14 ORWI15 EXTERIORDOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17096.5 PO SeAea407 0 07/15 EMMORDOORS ROLLAIP ASTAINDUSTNESMC. FLBS88.14tG ISO McN1203 1NONIT %INCOME SMGLEMINO pOCp110MA5 ALUMINUM COMPANY MG FLIN402A4 139 M4dIl IO0VS 01W11S WINDOWS SINGLEHUNO MIWMDOWSAIODOORS FL174993 R2 100 Model MEN 1=9117 TABLE i RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING • ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS (INCHES) WIND ULTIMATE NOMINAL POSTIRAFTER INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTERS IIO TO 150 89 TO 116 5.0 6 6 I C 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. SpednaLOWS eppOmble to 28 gouge Mdel Daf end.11 ponele f..Is.W diredlyto 12 Or 14 gaugadeel tuba fmmbD, or 18 geuee het ch... lroofpuAlns. 2. Spoclncn8one,plicabib only Iormean roof helght of 20 leelor less, andsoofaMpesol7' IS 27' (1.5:12 to 6:12pltch). Spacing mqM monls ToromorroofhelghMelWorelopesmnvery. fA 2. THESE PLANS AND ALL PROPOSED WOR;, ARE SUBJECT TO ANY CORRECTIONS REQUIRED 01YFIELD INSPECTORS -THAT COMPLY WITH II----e-pp-p--��L'ee�p`�" Iv MET��'CRRPOK911N OMON PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF ®o �111d Ad CAROLINA CARPORTSAINC. P.O. BOX 120 DOBSON. NORM CAROLINA 27017 PREPARED BY.. BECHTOL ENGINEERING AND TESTING, INC. 606 WEST NEW YOM AVENUE DELAND. FLORIDA 32720 CeMosto of AUN6rl2A@+n No. 00005402 GROUND ANCHOR SCHEOULE ULTIMATE WIND SPEED (mph) 110 120 130 140 150 160 170 180 O 12 14 18 18 20 22 3.0.. g U ID 4g•Amnlr Dolan tc 24 9 5 26 m 28 30 6PNchw DaMa1L DETAILS 1C AND ID SHOWN ON SHEET 4 OF 5. WTNOTIBATEDTOPLU169MG, PDORIONAL 1W090FNONAPpROVED WMPONEMS 3. ALL STEEL TUBING SHALL BEN HSI GALVANIZED STEEL ALL FASTENERS SMALL BE GALVANNED OR STAINLESS STEEL. 4. FASTEN METALROOFANO WAILPANEL9TOiPAMINOWPN#12.14 xYP SELF DRILLING FASTENER9WRH CONTROL SEAL W/SXEq GB'0.GAVEMGE. 8. ALLiIEIOfMMIXG CONNECTIONSSNALL 82 F12.14x14'SELFOWLLWO6CPEWB WRMOUFCCMR0.SFALWASHER ALLSHOPFRANMp CONNEC110N6SR4LaEWElDE0. S. CONGiETE 9XNLXAVEAMINIMNICIXdPPF59Mc 6TRENCIHOF3%UPSI pT2BOpY8. T10. RDt6pRCMO STEEL6HLLLBEMMIMVMGRA0E l0. Cg1p1ETESGOFWNOpT10N65H.LLLBEREINFORCFDWRH B%DWI AXWIINEIOFDWBiE FABNLCQWLVWG WITNABTMA18y0R WNN SYNTXEFICfIBEq PEINFgtCEMEHFGONPLYIHG WITHASTMG1116 ' T. MERARGRWNDANCHORREONREMENTS: ONEWRWN&'OFEVERY PO5ILOLATIOµ AN0001M SIDES OF OPEWNGSWHERE BASERALMASSENT. GRWNDMCHOMS NOTRFAUMEOFORWNMUEF00TMGMD,M1 CONCRETE SLAB CONSTRUCTION. ME" AS SHOWN W DETAIL 10. SHEET 4 OF 5. WHERE BASE MIL IS MEN %1M EWE OF St SEE GROUND ANCHOR SCHEDULE (MIS SHEET) FDA SPEGFIO TYPE GROUND ANCHOR REQUIREMENTS. 6. CONCRETE MANSION ANCHORS SHALL BE WENTANHRdITE MODEL AT1252. OR 6LEEVEAICNOR MODEL NSA 4280, OR EQUIVALENT. P. PWTMNTERBMGNG:BMCEONEVERYPWTIRAFTERCONNEWIM.U% FMENOWALL9AT gEMRS. 10. SLAB fOLWOATIGVbUBGWE S06S SHALL BE TEAMNE TREATED AND COVERED INCH 668LVAPOR RETARDER PER SECTION MI&IOF ME FLORIDA BUILDING O CODE SIXEDITION Min (FUC FE AIN•PFSOFNMI.MO SECTION 18111 oPMEFacrE2011-BUBGM0. , 11. 14 GA FRAMING I9 LWR2-14I'M9E STEEL (6A MAPLES ARE 2M'x2-U4' 12 GA TS FOR 14 W FRAMING. 12 dL FRAMING 132 l'4'x2.V4'M. NUHPl ESAREYxr12GATSFOFi2GAFgAMl SCANNED BY St. Lucie County THI619TOCEDFILKIN ME BEETIMENSMD 6PECRIGTIONS HERE M MVE SEEN PREPARED BY ME UNDER6IOIEOPROFE6&MULENGMEERANDME W ACCOPOMICE WRN iNE I�NIRFBf EYIS CF 6FC1DN 1EM OF THEROUMBMIDMOCOOE;SIXMEDIroN(017} TNEFVNS ABEVND UNIM1IHENEM REYISDN Q RIEfIOVDASUgOMG CODE CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ®DISR LEENOINEERIND BOW FRAME RAFTER OPEN CARPORT- HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING -HORIZONTAL ROOF 7TWICALSIDE ELEVATION 7, Norws ll��l TYPICAL END ELEVATION NOTTOSME BOX EAVE FRAME RAFTER OPEN CARPORT- HORIZONTAL ROOF 77 TYIICAL SIDE ELEVATION TWICALENDELEVATION NOTTOSV NOTTOSG BOX SAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION HOi T08GLE TW ICAL END ELEVATION NOTTOSWE TYPICAL BOW RAFTER GABLE END ELEVATION NOTTOS E TYPICALENDELEVATION NOT,.. BOW FRAME RAFTER UTILITY BUILDING- HORIZONTAL ROOF r TYPICAL SIDE ELEVATION NmToe BOX EAVE FRAME RAFTER ENCLOSED BLDG -HORIZONTAL ROOF I BOX EAVE FRAME RAFTER UTILITY BLDG -HORIZONTAL ROOF TYPICAL SIDE ELEVATION TYIICAL END ELEVATION NWTOSGIE NDfT06WE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NWTOSGLE NOTTOSGLE TYIICAL BOX EAVE RAFTER GABLE END ELEVATION NOTTOS TYPICALSIDE ELEVATION TYPICALENDELEVATION NMT06VIE NDTTOS BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF TW ICAL BOX EAVE RAFTER GABLE END ELEVATION t TOSCAIE TYPICALENDELEVATION NDTTOSWE 1 m kN1111 RTL G NOTEBTINO. INC. IICAROLIIaA«/� EM6,, INC. GENERIC PLANS FOR U9d'IN7k 'SN TATE OF FLORIDA ® L BECNTGEN GINEERING BECI ariuumrr-� mvm�.®® TYPICAL INTERIOR RAFTERIPOST FRAME SECTION -BOW FRAME Ncq 6c TYPICAL INTERIOR RAFTERIPOST FRAME SECTION -BOX EAVE-HORIZONTAL ROOF NOTTOG=E r — Fi TYPICAL INTERIOR RAFTEREPOST FRAME SECTION -VERTICAL ROOF NOTWSME LlW ll"Y0EFURRN0GlVMELFA9TENE0 TOEACNPAFM"A Il)FI}IIa11. 6EVF IL010 FASTENEASPACEONOTNORETIN WO.O SEE TYPICAL POSTIRAFTER FRAMING PLAN -VERTICAL ROOF NOTTOSCALE 6EE E TABLEI B WEET 1016 E� pf Y TYPICAL BOW RAFTER GABLE END FRAMING PLAN xO llo,— TYPICAL BOX SAVE RAFTER GABLE END FRAMING PLAN NOTTOSC&E OPTIONAL 24'-1' TO 30' TRUSSED RAFTER - BOW NOTTo. - FYLLe•pvELD BDTxamEs P N'LBO1 V{IWNELBRKE EA9IENEO TO RV lER W IIII R)plLlla YI'BFIFLWLLMO 8ALHLIIEAO 6 (IPER (1 PER OMCE) MLD6 LMB COWECIIONS. BO sms R0.iEYIR64IW l v IWI.TPo -,Ctm 01EVH061Yx1 TYPICAL LEAN-TO OPTIONS FRAMING FLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-1'TO 30'TRUSSED RAFTER -BOX EAVE BRACE SECTION Nm106DALE(6o6EAVERsnTw6rlowx,omrsAxwROLEAxm uAwuvelem6aNFR6YEPIFIRM xorio Br/AE WT.. IAq•1p MU0EFYPAWOIX4MFLFIHfENE0 TO FA6NMiTER WITN(1)ElxAlaYa•66 6PKFDXOi YORCTIVN V'OA xpwuEruRDOF PAI1x1 18MFIEP ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTEM ROOF PNOS) NWTo6ab 81 CONCRETE BASE RAIL ANCHORAGE Htl io 6.la I6EEGRWNOµE110R '. nEOE.BNEE1 vc HM) fON REO111RE0µCNCR) �l CONCRpETE BASE RAIL ANCHORAGE Xd iP Wb IAElTW�NN�11OE60Gp q5 �,CE8Mw WN9NANC LOE8N0i T8ENDPOBTORDWW WWDONF.EPOST NOTE: AT RowwD00R OPENWOS. POSTSNWID BE FLUSHWIFRRNLEND. CLPPOSTTORNLONLYON SIDE OPPOSITE WE OPENING. CONCRETE BASERAIL ANCHORAGE 78 Naro BwY IGPNaxu.artxGAR>aRreawn 6 BOX EAVE RAFTER/POST DETAIL _a io Eub 6 END POST/BASE RAIL CONN. Not TO6 AM ORRLNe'HOLEEWOUGHNE rWAB . 6AII:r —a—TO µG1OREYE WITHITOWAEIER TB DOMWU0116 THROYEN90LT WEPZ TOPOF ASPHALT PAAMFM OR fiiP➢ LE GROUND SURF EYEµ6N0R Ne'RODAD'LONO WIM6. Ht"' OR O,,KOW L' I6E E GROUI"EIIOR WRHF'HELE{� II11 bCHE WlE. 611EFT10E0. "µPUI ,F�EORREOMIREOANQIGRI BASE RAIL DEEP ANCHORAGE x 6w S BOW RAFTER/POST DETAIL Ip ia6W � DBL V KLM--40R PllEW.11011 l'.:J ELSE RAIL ANCHORAGE Xd is&W BASE. Tl POST/BASE RAIL CONN. DETAIL Nd ia6uY IE NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. RAIL, OR GIRT TO POST N. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA NotTa6wb ®BECHrOL ENGINEERING owvLe MYU ISIRN4 Ae r I.IXB Mp •"�• "'^VTR ~a1D:Er.a6e END POST/RAFTER CONN. DETAIL RAFTER POST/DBL. HEADER DETAIL 1,�v RAFTER POSTIHEADER DETAIL `� NMTa freb Nalio Solo \� No1TO8Vb / neWeoeOPAFTEfl Po3fPND enau � GABLE RAIL TO RAFTER POST CONNECTION DETAIL Tpxw LN't IN]'aY ls"aIPONOIE SECURE TO WTERMO OR M MH(I)NWWXYIW", O)ONTOP,p)ONHOTT01A GABLE RAIL TO RAFTER POST CONNECTION DETAIL N Texw JI V C ..1 CNoiuN RAFTER/POST DETAIL uF TSPOST 011-0Ii LP TSNOHS RUCTUM a 11' O.C. NFAOEfl �T li' CURTAIN 100A I ®12'0.C, BWWDIXODOOR (54eveAae,wapon� � Ivrc°ID° E3iE8�e i 0 ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Na1TOSwb CURTAIN.260 I. oELwwo y p9ZWlbOaaeL SECTION A Hot TOSUY RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Na1T!. 8 POST / LEAN-TO RAFTER CONN. DETAIL No1Ta bR4