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Home My WebLink AboutOwner Builder Affidavitr 6yP�4� o� SCCt4U ul V MIN. SETBACK REQ FRONT t - N� , O i�� FBC APPROVED PRODUCTS LIST MAXIMUMNo. APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER ALLOWABLE & DATE WIND SPEED STRUCTURALOOMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-RS ISO 0Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURALWALL CAROLINA CARPORTS, INC. RM02.1-R5 180 26 Gauge AG Panel 10/101V STRUCTURAL COMPONENTS FLOODVENT FLOOD FLAPS, LLC FL77381.1412 NA WE Flood Flap 10A13117 EXTERIOR DOORS SWINGING ELDER DOOR AND METAL COMPANY FL17998.3 139 Sedes902-14 09/07115 EXTERIORDOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 Series 407 09/07/15 EXTERIORDOORS ROLL4JP ASTAINOUSTRIESWC. FL8MI8 R6 180 Modal 203 1OW17 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY. INC. FL129402424 139 Model 100 VS 00,7116 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.SR2 160 Mode1195.SH 1229117 TABLET RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURUNS, AND POSTS OR GIRTS MAXIMUM (INCHES) WIND ULTIMATE NOMINAL POST RAFTER I INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING 1 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS 110 TQ 160 89 TO 116 1 5.0 1 6 6 I C. 151 TO 180 1 117 TO 139 4.0 6 6 1 NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 Or 14 gauge steel tuba framing, or 18 gauge het channel root p idins. 2. Specifications applicable only for mean roof height of 20 feel or less, and roof elopes of 7'to 27' (1.5:12 to 8:12 pitch). Spacing requirements for other roof heights and/or slopes mayvary. - 13 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) 110 120 130 140. 150 160 170 180 3 G 12 14 16 18 20 22 30'Mtlror;� De>au 10; - 48•Anda Detail IC 0 24 J 26 m 28- 30 60-nicwr Dull tc DETAILS IC AND 10 SHOWN ON SHEET 4 OF 6. OTHER DESIGN ISSUES• INCLUDING DUTNOTUMITED TO PLUMBING. STATE OF FLORIDA N, 9 PREPAREDFOR CAROLINACARPORTS ,INCiLiGB P.O. BOX 1263 � O DOBSON. NORTH CAROLINA f� tOtl 270NO PREPARED BY.: BECHTOL ENGINEERING AND TESTING, 11 605 WEST NEW YORKAVENUE DELAND, FLORIDA 32720 CergOcate of Authorization No. G0005492 .030b/ f®v, ,Ae oM o c GG��1G�� GG 51'v EGG THIS IS TO CERTIFY THATTIECALCi1LATIONSAND SPEGRCATIONSHEREWHAVE BEEN PREPARED BYTHE UN DERSIGN EO PROFESSO AL ENGINEM AND ARE W ACCORDANCEMIMMEREQUIREMENFSOFSECTWY 16090F THE RORIM BU4DWGCOOE,SC(1flECRION(XI4 THEHANS AREVAIMMLTHENEXT REVISION OFTHERUWA6UWWG CODE. ,A\\I111111//,_ 2. THESE STRUCTURES ME DESIGNED AS NON -HABITABLE U MYI9TORAGESUILNNGS(RISKCATEGORY 1)CAPABLE OFSUPPONTWG DEAD LOADOFTHESTRUCTURE'MDMPLICABLE WEMDWINO LOADS. IMPROVEMENTSNOT BECHT RI O/; Y 4TING,fNC. SPECIFlCALLYADDRESSED HEHEENWHICH E)CERTADDRIONALLCMDS ONTHE STRUCTURE; AND WSTALLAMON OFOOORS;WINDOWS CROMER COMPONENTSNOTLISTED M THE FBCAPPROVED PRODUCTS LISTOYTHM SHEET,AND NOT fi00 NTl;T AV@IIpF �` PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC. SHALL BE ATTHEOMERS RISK BEp OLMGINEMINGMDTESTING.INC.,SHALLNOTSEMSPONSIMEFORSTRUCTURALDAMAGEMFML OWTOTHEMPLIGTIONOF a� 2J NS •'•� ��i AMMORAL LOADS OFNON APPROVED COMONENT3. _ 3. AILSMMTUBINGSHALLBEWMIGALVM EDSTER. ALLFABTENERSSHALLBEGALVMI OMSTNNLESSSTEEL /O O 4. FASTEN METAL ROOFMO WALL PANELSTO FRAMING WITH W12-14zW4•SELF DRILLING FASTENERSWIfH CONTftOLSEAL WASHERS V aC.AVERAGE E. S. ALL FlEID FRAMING CONNECTIONS SHALL BE 012-14 X314•SELF DRILLING SCREWS WITHOUT CONIROLSf:AIWASHER. AU -SHOP FRAMING CONNECIIONSSNALL BE WELDED. 1 - pis'c��RIDA - YC/`� 8. FABRIO TESLYING EAMINMUMCORWITH NESTRENCTHOF 2EINFMCEMENTYSTHETLONfrHhSGCIII6. ILL BE MINIMUM GRAOE40. LONCRETESLAB FOUNDATIONS SHILL OE REINFORCEDWIM BXBWtAXWiAWELDEDWUIE �s/ `�N i FABRICCAMFLWNO WRM ABTMA185, ORWIm SYNTHETIC FIBER REINFORCEMENT COMPLYING WIIHABTM C1118. I. BASE RAIL GROUNDMOHOR REQUIREMENTS.` ONE MIEN 8. OFEVERYPOST LOCATION.AND BMHSIDESOF OPEMNGS WHERE BASE ML IS ABSENT. GRMND MCHMS ARE NOTREQUIRED FORCONCRETEFOOTINGMMR CONCRETE SLAB CONSTRUCTION, EXCEPTAS SHOWN ON DETAIL IS, SHEET4 OF6.MERE BABE RAIL 15 RUSH WITH EDGE OFSLAB.SEE GROUNDANCHORSCHEDULE(THIS SHEET) FOR SPEGFICTYPE GROUNDMCHOR REQUIREMENTS. 8. CONCRETE EXPANSIONMCHORSSHALL BEM-MANI R-TDEMODELAT1262,ORSLEEVEMCHORMODELHM1260,OREQUNALENT. CAROLINA CARPORTS? IIYC. 9. POSTIRAFTERBHACING: BRACE ON EVERYPO$T/MFTERCONNECTION, EXCEPT FOR ENDWALLSMDGABLE ENDS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 10, SLAB FOUNDATION EUSGRADE SOILS SHAILBETERMITE TREATED AND COVERED WRH 6 MIL VAPOR RETARDERPER SECTION R318.1 OFTHE FLORIDA BUILDING CODE SIXTH EORION(2017)(FEC FE MIT) RFSIOEMIAL,MDSECTION 1816.1 im 01A1]DB OFTHEFBCFE2a17-BUIMNG. ® BECH70L ENGINEERING MNa ••• Nrs AMa7asmw ' a it- 14GAFRAMINGIS2-12•x2-1Q•TUBESTEEL(TS). MPPIESME 2-I14•x2-IW 12 GATS FOR 14 GA FRAMING. 13GAFRAMING152.114-x2-1/4•TS. NIPPUESARE2•x r 12 CATS FOR I2GAFRAMING. Ae ammm�esm AB `-GI0001-' $OWFRAME:RAFTER .OPEN .CARPORT --HORIZONTAL ROOFa 9 BOW FRAME RAFTER ENCLOSED -BUILDING- HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING —HORIZONTAL ROOF ROLUUPDOOR SWINONOD ROLLLP R SWNGNGDOGR Inavwumelsl (Iv apphmv) (ft up ) WvepD�la) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION N TOSOALE NWTOS E NOTTOS E NOTTOSGIE NOTTOSG NOTTOS BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL.ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF 1101.1. POOOR SWINGNG DOOR ROLLLPOOOR 'SWINOWOOOdt (f.BVKYb) (As app4 ) (AS Wpm). (AT eppprede).. TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIOE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSM5 NOTTOS NOTTOSC NOTTOS E NOTTOSGIE NOTToY BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL. ROOF BOX SAVE FRAME RAFTER ENCLOSED BLDG- VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG -VERTICAL. ROOF ROLL POGGR SWINGNGD ROLL IIPOOOR SWNOWGOOOR tm-ppfrael9). (A+appo ) (Aiappocege) (As sppreana) 6 TYPICAL SIDE. ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION- TYPICAL END ELEVATION NOTTOS E NOTToG NOTTOSOALE. NOTTGSGIE NOTTOSO NOTT sS Ilillll! I B�ECE mA ®NG TESTING, INC. D n uTaaq/uEl Zol CAROL114 � % INC. GENERIC PLANS FOR USfE/Iwr?Q�STATE:OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX SAVE RAFTER GABLE END ELEVATION BECHTO NGINEERINO 1 8 NOT TO SCALE. HOTTOSCAU? NOLTOSCAIE -rs m, Lum e.. PSHffit '"��TB OFS r- —_ TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOTTOSCAU3 TYPICAL INTERIOR RAFTERIPOST FRAME SECTION -BOX EAVE HORIZONTAL ROOF NOTTOSME — ROOFEttOAIONW — PANSIRUCRNE-MMANNILW-TOOPINMI TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) NOTTOSCALE (BOXFAVERA MSHOWN-OMYSTPNOMOIE .WISAPPUCAetET000WF ERWMI C-1 TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOTTOSCALE I W 18 GAUGE WMNG CNAAMEL FM.TENEO TO EACH RAFTER W RN (2) 612A4 a W SEFON W NO FASTENERSPACEDNOTYORETHAHIC O.G � y 6EE ipB1E1 SHEET tOF6 LEND VMIE90EPENo1NGONNUH9ER_ ANDSPACIN60FMFIERS 1F TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOTTOSOALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NWTOS TYPICAL BOX EAVE RAFTER GABLE ENO FRAMING PLAN N MSONE ROOF PANELATTACHMENT OPTIONAL 24'-l% TO 30'TRUSSED RAFTER --BOW N(ALT MFGRVERncAL RooFPANELs) NoTToSGtE OPTIONAL 24'-1 ° TO 30' TRUSSED RAFTER - BOX EAVE NOTTOSGAlE IB OAUGE UCNANNELBRACE BRACE SECTION WT.s 8 ;4 CONCRETE BASE RAIL ANCHORAGE to NATP DHILLWHoLEi11R000x THE BASEPM SECUHETO ANCHOREYE WMH USDWJEIEN (SEE OROUNDANCHOR MOANUM �' SCHEME:SHEETTCF5. FOR REOUIREDAHCIIOR) �E CONCRETE BASE RAIL ANCHORAGE l6YTe5m' (OpFHCNVpRi8W1EREBlABEBGEgSTNFE WES,gT NE£f WNWINEWEgSTMCESNOMIM0ETAILIB) Y rISGAANGLE.CUP SECURE TO POST (EACH SIDE) AND HAFTERCHOHdNJL.WRH (4)/iZ-I4.VVSDI i.(Z)ON TOP OR B0T T ON. (3) CN SNE' NOTE: AT ROU.UP D OPENING.S.POSr SHDULO BEFLUSHWITIR M& CIMPCITTOM ONLYON SIDE 0MOSIM THE OPENNG. iORD. OR ICES EASER DRBLSIB'Not£1HR000NTNE BASERAR NiDSECURE TO BASSML EMBEDNEN EYEANCHgO' 6T ROI)b•IDNO' WITNB'l1�Oft OR yg•RppSO'Lpxp (SEEME.SEEIIIOR EYE ANOfOR SCEMIESEETIR WIiHTHELCL SCHEDULE: SNEEl IOF4 IWHDOSV LONG SCHECULE.ENEETIOF4 AG MPUGBIE�fOF REOUIRE0AHp10R) WRH OBl1'NELIXFOR P➢PLICADILNIT 4: �G l f igWBASEE'RAII�.DEEPANCHORAGE BASE RAIL ANCHORAGE BOX EAVE RAFTER/POST 'DETAIL � narosu. e END POST/BASE RAIL CONN. NWTa Scald 8 xaroswN BOW RAFTER/POST DETAIL NONSTRUCTURAL HEADER, WINDOW s RAIL, OR GIRT TO POST CONN. DETAIL Nat ToSmb MP1ETO USE RAIL t POST/BASE RAILCONN. DETAIL Nti Te&Y KIM CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA D xvm OEM= ENG(N, is ANOlFBRNO An e�m Rp n 61SW1 mtw.a a0. w Y'm+vea esm+ SNEET10F6 4 END POSWRAFTER CONN. DETAIL vNa1TOSreb ESEWRETOfV 4) 4BOMM Fa.(Z)ONTOP. 1 BOTTOM 0.SIEPAa. GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11A NNTe Oub ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL NOITOsaeb WRTAW: ZS G0.8eNenRee amalwilh La):eE on epoiy pNneT a polyesmr by ooaL 8 GABLE RAIL TO RAFTER POST CONNECTION DETAIL - 116 �„�,,, i TO oRAFTER POSTMEADER DETAIL �alTosOeb SIDE EXTENSION RAFTERIPOST DETAIL N4Tu5tn /I2-14x&4.30F ®trot. IHf£BIOB EL'�BIGe A SECTION xdrosw TIONGTSNIPPIE SEWNE FFCN WRN(QpIbN;St SEIFmwmwo FA9TEISAS RAFTER POST/BASE B, SE'RAIL CONNECTION DETAIL NMTO SuIe; 8 POST / LEAN-TO RAFTER CONN. DETAIL `J.NMTo stem CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ®—I EECNTOLENOINEERINS