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Home My WebLink AboutProduct Approval (2) 3000.WLVANGEDMETAL ROOF PANF�~ I OVERALL LENGTH VARIES OVERALL LENGTH FABTENEO TC RAFTER-12.14 A YI'SDFk DEPENDS ON NUMBER AND SPACING OF BOWS DEPENDS ON NUMBER AND SPACING OF BOWS WITH COMAIT NEF1 WA6NER jBEE TABIE f FOR FABTPNER 6PACINO) 12 • Q3 4 8 BOX EAVE OPTION ] 3 OPDONAL 30OA SIDE EXTENSION 1'10(LIULIWiNEI BRACE B•IYP. 3000.RaANEL R.PANEI ROOFOVB 1 FABlENEO TO RAFTER WIIN SIDE CREND 4 Ul/I3-IA/YA'fiEIF-ORIWNO PANEl6 2 3 BCREWSAi EACH END p 4 4 RPERBRACE) _ o0wlmem oMutR M°G10 '�` SEE TABLET SEE TABLE k.EETA,..LET SEE TABLETSHEET10F4 SHEET I OF4 F4 SHEETI OF INISH GRADE •' g MONOLITHIC BLAB FOUNDATION OR TOP OF O 1. ] B' CONCRETE § 0 ] CONNNUOUBC.NCRETE BLAB (OPEN CARPORTS ONLY) EDOWN ENCINEFM G.3D'LONG WITH 3/B'ROD AND DBL 4'NEIL.EYE ANCHOR ] 0'-0'MAX.RAFTER SPAN (SEE DETNL S.SHEET J OF 4) BreHOeuernoWPDixw iO•a AFTERP NCHORe VURYOT E TYPICAL BOW RAFTER SECTION SIDE ELEVATION NFE oFI]RAFTRPoOSTRLODATION D ..B- NO OOn]TWKROR "E°E�NL 0"x"ETOf" SIDE OPENINGS GEEOEIMIOR].BIIFET]Oi41 Nel Ta Bt91/ NPI Te BmM (SEE OETAx],SHEET]Oi1) (BEE.—DA.erGET]OFO NGI To gal/ 10GNEDEEMWR OMETALROOF PANEL F BTETHCONEDTOFIERN �� ®�� I13•,4FY4'8DFI WIM COMAOLSEAL WA6HER 12 (6EETABLFIFORFA]TENERBPACINO) 3� 40' '•0 '-0 '•O '-0 '-0 5'-0 6'-0' EETABLEI.SHEET10F4 '-0 -5'-0' 6'-0 -0"� '-0 '- '-0 EETABUT.SNEET10F4 0 MM MAX NA% MAC NA% INV MA% LN% MM L1A% NN( MM NAC MM 4 g• 4 Te HEADER ] ALL WEB T SGA.GALVANIZED CONNEOTIONS, 4 B METAL ROOFPANELS 'WELD ALL eIDE9 00AOALVAN1 DMETALSIDEPANELS. 4 BOTH SIDES SECUREWALL FOR4FTERPOSTBAND E—ALU D ENO POSTE WITH/I3-14/Y4•BELFARIWNG B BCRflV6 W/CONTROL]ELL WARNER - BO%SAVE OPNON OOR FOR0.0Ll-WOR6We1GWC (SFE TABLE,FOft FA6TENFA 6PACINO) TB ENOWALL POST DOOR— fi MANMUM CIfARBPIN•12 ] BIDE EXTENSIDN' DwAu Ts vasr INISH GRADE - BOA.GALVANQED 3 MONOLRHICBIABFOUNDATION ORTOPOF METAL SIDE PANELS CONCRETE CONRNUOUSCONCRETESLAB - (OPENCARPORTeONLY) RouND—a ENDRAFTROUNCANCHOR9 EACH END ' POSTLOCADCN9 {GEE 6HEETJ) B 4 ER POST AND EVERY OTHER 1 4 END POST LOCATION RAFTER SPAN Be NOTA[oVwc°wIm iV'U1pEfl9rE eue�wx°BrR°cu ma (SEE DETAIL 3 ON SHEET 3 OF 4) TRUSSED BOW SECTION END WALL OPENING cMacauaE ea Aemxs Rue DN nE"eoenu,onxNRE,]oF4) 0EEOETM1—GREET]G•4) END WALL SECTION Not TO Scale "° �Fgug Tp y�ay NMT°Sale NOTE: jeEE DEINL 1 DRxeHeET]avo 14 GA FRAMING IS 2.112'x 2-112'TUBE STEEL ITS). 12 GA FRAMING 18 2-1R'z 2.114'T8. NIPPLES ARE 2-1/4'x 2-1/4'14(10.TS FOR 14 OA FRAMING. 20OA(ULVANGEDNETAL ROOF PANELS 10 GA GALVANDEDMETAL ROOF NIPPLES ARE 2'x2.12 GA TS FOR 12 GA FRAMING. FASTENED TO RAFTER FRAME WITH PANEW iABIFNEO TO RAPIER WITH /12•I4 A Y4'6DFL WITHCONTROL SELL WASHER /12.14 xY4'SOFA WITH CONTROL SELL WASHER (SEE TABLE 1 FOR FASTENER SPAGNG) (BEE TABLE I FOR FASTENER SPACING) -0 '-0 BEE TABLE I.SHEETS OF BEC4 Si�FSTCSTING,INC. MA% MM MAK LTA% YA% MAX I MA% B I 28 GA GALVANIZED 3 METAL ROOF PANELSfl-] �—lA DN 02 ;.y F i 4 I] i J 9 BO%PAVE OPTION B 7 � 00%EAVE OPTM]N � _ IlAle� LEAIHTO RAFTER SET ] 3 / BELOW TOP OF LEG (BOW FMMEORBO%PAVE) 4 cNlol,RE. L STs MONOLITHIC BUB FOUNDATION MONOLITHIC BUB FOUNDATON OFF '2 CONTINUOUS CONCRETE BUB CONTINUOUS CONCRETE SLAB ','��.,('�'.......... CO `\`\ (OPEN GARPORTB ONLY) S (OPEN CARPORTS ONLY) J �/ e, ` \ 4'-0'MAX.SP 3g'-0'MA%IMUM 4'-0•MAX SP /1111.111S O 1.1 1 1 S�\\\ J RAFTER SPAN ] o°INEomm+T.N w. " .J�wRH aL:�1,EL01R�°; CAROLINA CARPORTS INC. IeEe°ETM IORx 61.ET]F 1 (EEEDE AC3.SN9ET3OF%fEN910N9 (GEE OETNL],SHEET J OP 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO12O/1e Not To SCaI9 (BOW FRAME LEAN-TO TO BDXE GAVE RAFTER) NDI To Scala Not To Scale AV BECHTOL ENGINEERING ^•••• RR NTS AND TESTING,Tee G1s001 ""°'m TB SHEET20F4 I t�9TAll 1/2'x MINIMUM Sm EXPANSION ANCHOR JA ° MINIMUM 5'EXPANSION P�NCHpR ' 'RROUGN BASE RAIL WITHIN fi'OF EACH ERAiL WITHIN 8'OF EACH 24'180A U•GMAHNEL BRACE(5'TO T POST) RAFTERlBOW POSTS ALONG SIDES OA WSIOE ALON0 SIDES AND INSIDE, VNPPLEWITHJ4)114'xT` R 46'78 OAU•CHANNEL BRACE(8'TO 14'POST) EVERY OTHER END WALL POST ALONG ENO END WALL POST ALONG lNO BRACE ANGLE BMALL BE MIN.15' WALL SECTIONS S NO TO MAX.60'FROM HORIZONTAL REQUIR 4-MINIMUM 2'MINIMUM MIN.6' t IN BOW BENIPPLE TO 3/16' RAFTER MINIMUM 2-112'EMBEDMENT .16 GA U-CHANNEL BRACE(6'TO r POST) MINIMUM 2-112'EMBEDMENT '16 GA U-CHANNEL BRACE(&TO 14'POST) TS RAFTER it iiI B• ACE ANGLE SHALL BE MIN.45' MAX.60'FROM HORIZONTAL i 8' 1' W LONG TS NIPPLE MINIMUM4' SECURE POST TO NIPPLE WITH f LONG 79 NIPPLE (4)114'x 1'SDP. SECURE RAFTER AND POST TO ONOUTHIC CO C.FOOTING(2500 PSI MIN.) CONTINUOU94'CONCRETE PAVEMENT PPLE ILUNG ASTERLFE WITH G FASTENERS T9 RAFTER POSY REINFORCED WITH 285''.CONTINUOUS CONCRETE BASE RAIL ANCHORAGE 2 CONCRETE BASE RAIL ANCHORAGE; BOA RAFTER/POST DETAIL s BOX EAVE RAFTER/POST DETAIL • 1 Nat Te Na.b {OATI BASE Nol To 6c.1. (OPTIONAL OPEN CARPORTS ONLh 3 2 MotTo Sulo File Copy GRILL 6/8'HOLE THROUGH THE yµ•AgHERg DRILLS/8'HOLE THROUGH THE 2-WASHERS BASE RAP AND SECURE TO BASE RAILANDSECURETO NIPPLE TO 3118' 6'LONG TS NIPPLE ANCHOR EYE WITH//2'OIAMETER ANCHOR EYE WITH UY DIAMETER TS CONTINUOUS RAFTER SECURE WITH(4)i14'xt'SDPS -THROUGH-BOLT TS CONTINUOUS THROUGWSOLT BASE RAIL BASE RAIL TOPOFASPHALTPAVEMENT iT LONG TS NIPPLE, OR STABLE GROUND SURFACE SECURE POST TO NIPPLE �1.12'x 1-12'x 2'18 GA CUP WRH(4)114'.t'SDPa, ANGLE SECURE TO RAFTER AND GABLE RAIL W241/4'x1' SOPS,2O TOP,2O BOTTOM r• T!L.'lAN 6GA OLESECURETO EYE ANCHOR RAFTER P09TAND tiABLE MINIMUM4' S18'ROD 30'LONG 20N TOPE ON SIDE SD� TS GABLE RAIL WITH OSL4'HELIX 24.16 GA U-CHANNEL BRACE(5'TO T POST) 48'10 GA U-CHANNEL BRACE(8'TO 14'POST) TS RAFTER POST DONTINUOU34' BRACEANGLE SHALLBEMIN.4W CONCRETE PAVEMENT TO MAX SW FROM HORIZONTAL TS RAFTER POST GABLE ARIL TO RAFTER POST EYE ANCHOR SIDE EXTENSION CONNECTION DETAIL ROD 30'LONG WITHDBL4'HELD( BASE RAIL ANCHORAGE RAFTER/POST DETAIL 7 NotT'.same ALTERNATE CONCRETE BASE RAIL ANCHORAGE 9 Notiosoa. ---- 5 NaITasGm NOTE. N.1 T.S.T. (INHERE SLAG W TOO NARROWTO USE CONCRETE EXPANSION ANCHOR BOLTS) 74 GA FRAMING IS 2-V2'x 2-12'TUBE STEEL DTI). 12 GA FRAMING 114'x 2-'x2-U4IA T NIPPLES ARE r- 2.12-GA 14 OATS FOR RMI FRAM83{7. ' NIPPLES ARE 2'X2.12 GA T9 FOR 120A FRAMING. TS RAFTER POST \`'(((I{l 11 A,// 2•x4'IS GA PLATE(ONE REQUIRED) 1112'!8 GAUGE FURRING CHANNEL FASTENED BE ( STI G, TING,INC. SECURE TO EITHER SIDE OF - e0579E N POST(RAFr9R CONNECTION TO EACH RAFTER WITH(2)3116'.1-SELF-DRILLING 60 vi A3D�, WITH(4)1/4'X VSDF%, FASTENER SPACED NOT MORE THAN 48'O.C. A.C.I.Soa IN 5462 •.•Q 2 ON POST,2O RAFTER _ Y 28 GA.METAL ROOF PANEL _ is LEAN-TO RAFTER Fb tP.E. c�gAxa 2-i/2'FOR , 14 GA PRAMING 18 GAUGE U-CHANNEL BRACE 2-114*FOR FASTENED TO THE POST AND '• 2'x2'x2'1S GA ANGLE CUP 12 GA FRAMING RAFTER WITH(2)1/4'x 1•SDP9. TS RAFTER // �QNAL V SECURETOPOSTAND AT EACH END(4 PERGRACE) lj �1\ RAFTER WITH(4)U4'11. 9OP4,2oN RAPIER 2 ON POST ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) CAROLINA CARPORTS, INC. Not To SMIO e POST/LEAN-TO RAFTER CONN.DETAIL _ Norro3aola BRACE SECTION 11130H6 WIT.scat. BECHTOL ENGINEERING �'-• RR Nis AND rE87/NO M. oom T8 �' 018001 r... itl..u+''mor A®°v+a"ay'o°x,+w.+oao orae ""^•a'TB SHEET 3OF4 NIPPLE TO 3/18' I SAFTER POST DBL NOR. e'LONG TS NIPPLE SECURE EACH WITH(4)114'x 1' SELFARILUNO FASTENERS TO TRU59Ep RAFTER CHji If SECURE IS NIPPLE OR NON-STRUCTURAL HE SECURE EACH WITH(4)1/4"x1' 'LONG TS NIPPLE TS POST TO ENO POST OR DOORI SECURE EACH FASTENERS 118' REWITH(4)114'x!' WINDOW FRAME POST21x2zY IS GA ANGLE CUA SELF-DRILLING FASTENERS SECURETO POST(EACH SIDE) TS BASEWNDOW RAANORAFTER CHORDfNL WITH NONSTRUCTURAL HE801145.1'SDFa,(2)ON TOP OR T9 CONTINUOUS BASE RAIL BOTTOM,(2)ON SIDE NOTE:ATROLL-UP DOOR LE 79 HEADER OPENINGS,POST SHOULD BE FLUSH WITH RAIL END, TSPOST NtPPLETO - CLIP POST TO RAIL ONLY ON DBL HDR. 3118' NIPPLE TO SIDE OPPOSITE THE OPENING. BASE RAIL RAFTER POST/BASE POST TO RAIL,TRUSS CHORD,OR RAFTER POST/DBL.HEADER DETAIL / RAFTER POSTMEADER DETAIL 3 BASE RAIL CONNECTION DETAILNON-STRUCTURAL HEADER CONN.DETAIL Nol Ta Scat. v Not To Scsle Not To Sceio 4 Not To Soe10 File Coke' 7S POST e-LONG TS NIPPLE 2'x2'xY78GAANGLECUP SECURE POST TO NIPPLE SECURE TO POST AND TDP OF WITH(4)114'x 1'SDP. TS RAFTER POST I HEADER.OR BOTTOM OF WINDOW RAILIGIFIT WITH(4)INVx i'SDF. • II (2)ON TOP OR BOTTOM.(2)ON SIDE 2-Arx2'18 GA ANGLE CLIP 4 TS RAFTER POST SECURE TO POSTAND RARERWITH(4)IW x i' /�'i-fJYxS-SR'xY IOGACUP ( MS NONSTRUCTURAL SDF. ,(2)ON BOTTOM, / ANGL£SD LETO NBA9E pNL 3118' (2J ON SIDE / POST AND BASE RAIL WITH(4)!745.1*SOP4, IS GONTINDDWS BASE RAIL (ZJ ON TOP,(2)ON SIDE TS ENOPOST ' TS WINDOW RAIL(ORGRT FOR VERTICAL SIDING OPTION) E TScoNnNuous3nsERAa NON-STRUCTURAL HEADER,WINDOW s END POST/RAFTER CONN.DETAIL SEND POST/BASE RAIL CONN. RAIL,OR GIRT TO POST CONN.DETAIL POST/BASE RAIL CONN.DETAIL Not TO Scat. 6 Not TO Scaf. 7 Not To S.ele NotTo3aO 127E 1 ib GA FRAMING 13 2-112'x 2.113'TUBS STEEL(TS) 12 GA FRARE 2.1Wx 21x'I4 GTS. NIPPLES ARE 2'x 2 12 GA T9 FORT 2FGA FRAMING. 1 �' - 1---TS POST •, ttt{{inti/� -- SECS7IN4,INC. ' ilb°x P SDF TO NONSTRUCTURAL D HEADER oz ,- C. lJa.No Na. _ 839 i-° I ; N4'a 1'SDF _ T i I,G— I oI,RE. 11' CURTAIN 18 GA. � I w I, L "- STATEOF I SWINGWODOOR t I INTER J4S PXTER2R �j-`L�`''FLdtttDa•'�(Ji�� I i (Slxoudea,e.eplan) 1 \ ' II , -� S �ONX-,\ N a ROLL-UP DOOR GUIDE TO POST TS POST CAROLINA CARPORTS, INC. CONNECTION DETAIL tiSECTION - 11130110Nat To Scale CURTAIN: A.gaN S Ganked steel wfth I i �j� bak.dono2poxy primer&palpslvtopcost, i i NtT.Scats �BECHTOL ENGINEERING RR '°°" NTS I j AND TEaT/NG,M. omm� "O' 018DD1 1 1 a Cavi, iw wo wPNI moo ammx '1AO1°TB 1 SMEET40F4