Loading...
HomeMy WebLinkAboutCARPORT PLANS PAPERWROKTABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS (INCHES) WIND ULTIMATE BOW AND END RISK EXPOSURE WIND SPEED POST SPACING INTERIOR CATEGORY CATEGORY (MPH) (FEET) BOWS END BOWS 115 TO 150 5.0 6 6 I or II B, C, or D 151 TO 180 4.0 6 6 NOTES: 1: Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4"-14X1" sell -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 requirements for other roof heights and/or slopes may vary. ' 4. Ground anchor requirements are 1 @ each comer and one every other interior bow/rafter post location, at a maximum of 10' O.C., and both sides of openings where base rail is absent. 5. Ground anchors are not required with concrete slab construction. APPROVED PRODUCTS LIST APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596-Rl 26 Gauge AG Panel 10/14/08 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702-Rl 26 Gauge AG Panel 10/14/08 EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL1722-R3 Model 402-14 10/13/09 EXTERIOR DOORS a ROLL -UP ASTA INDUSTRIES INC. FL8888-R2 Model 203 12(09/09 WINDOWS( SINGLE HUNG PHILLIPS PRODUCTS, INC. FL6228-RI Model 23V 10/11/06 GENERAL NOTES: 1. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4' x l" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6' O.C. AVERAGE. (SEE TABLE 1 FOR FASTENER SPACING SPECIFICATIONS) w 1 3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1" SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS SHALL BE WELDED. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FILE COP yy��,y�y������ ��yy yyy� yy�� gg@@ egA ��►r� PREPARED FOR: UUR9CRWM rAUTI ICK5 OHATTAEHMMIS CAROLINA CARPORTS, INC. ME THE RESPONSIBILD OF THE P•O.BOX 12 DOBSON, NORTH CAROLINA 27017 COMACTOROFRECORD PREPARED BY.' D BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 n Certificate of Authorization No. 00005492 1 1 JUL ­ 8 2U3 FOR CONSTRUCTION IN THE STATE OF FLORIDA WINDOW AND DOOR NOTE EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA 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: ANSUAAMA/NW WDA 10l/IS2 2197 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'THE3010 ELOgIDA BOIL"DING CODDt. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. .. THESE PLANS AND ALL PROPOSED WORK ���� gEC II ���// ARE SUBJECT TO ANY CORRECTIONS BEG AVENUE EriNo STING, INC. REQUIRED BY FIELD INSPECTORS THAT o az,p ;* MAY BE NECESSARY IN ORDER TO c iA ofln {a3492 ' �M(IipAL !>�F+ql CODEL ���� - ST. LUCIE COUNTY BUILDING DMSI REVIEWED BY DATE PLANS D PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE BY �1 St. Lucie County )/III I II ., '^_"� ; +"��} 1!li!;1 � � r �� . .-. ,. ,. . ,. . h ■ (SEE TABLE, t BOX EAVE OPTION SIDEEXTENSION 12 Q3 BOW FRAME HEIGHT MONOLITHIC SLAB FOUNDATION ,art CONE �r CRETE yr CONTMWSCONCRETESLAB (OPEN CARPORTS ONLY) TYPICAL BOW SECTION AKG RSNOTREODQiEOWIDI Not TOSala CONCPEIESVDCOxsTRBCRON. (SEEDUNLIORZN 30F1) 12 Q 3 CONNECTIONS, •WELD ALLSIDES BOTH BIDES 6 BO%EAVE OPTION 3 S BIDE EXTENSION 3 INISH GRAOE MONOLEIHICSLABFOUNDATION OR TOP OF CONCRETE (OPEN CONTINUOUSCONCRETE STAB (OPEECARPORTS CARPORTS ONLY) TRUSSED BOW SECTION �SNNot ToSWe L METE OSNB SoNST TREQWRESWITH (SE E DETAR t OR; SIEET30F1) 26 GA GALVANIZES METAL ROOF PANELS FASTENED TO RAFTERMOW FRAME WITH •. V SDP§ WRH CONTROL SEAL WASHER BOX VE OPTION 9 MONOLITHIC SLAB FOUNDATION 3 MONOLTTHICSLABFO B a 2 COMINUOUSCONCRETESLAB 2 CONTINUWS CONCR 3 (OPEN CARPORTS ONLY) 3 (OPEN CARPORTS ON 14'-0' MAX. SPAN— 30'-0' MAX. BOW SPAN ANcxoxsxoTREOuwEOW+m CUJCRETE SLAB CONSTItIIClll11 ISFE DETAR, OR; SI�ET30F 11 TYPICAL SIDE E)[TENTION SECTION Not To SmIe 6' TYP, OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS SEE TABLE 1 SHEET1OF4SSHEET r�R�0M SEE TABLE 1 1 OF4 AN RFANEL ROOFlNG SEE TABLE 1 SHEET 1 OF4 ME ROUNDANLHORS ®EACH ENO SIDE ELEVATION BNwoa eowP�osLacTMnnoN Not Ta Sab (SEE DETAIL 3. SHEET30F 1) © I � ��1i-1_I_I�I♦ f�111 111�1 IIIIIIIIIIIII111 .- 111�1 !I�III I�III III�I IF�T d�lll il�l�l III�I �1�1 III_III=III=III=III_II15111=1112111=III_III'l1i'I OVERALL LENGTH VARIES DEPENDS ON Nl1MRFR ANO SPACING OF ROWS v p p •' �I�I I�I�I li I�I�I' I� �I� �I�I V I�I�I�Ii I�I�,mI /ll�ll I� n_=�i�l=ai n�rl�n�n=n=n_ cif ii �_=�iil%51nl�inir°-rnrRn i —71 DOWN ENGINEERING. ll Wal 5/8 - ROD AND DBL 4' HEUX EYE ANCHOR ISM DUAL 3. SHEET 3 OF 4) SIDE OPENINGS (SEED ,1xzsi�E3 W4) No1TO Scek , 5 F L TABLE1,SHEET10F4 -0-0 -0 -OAX-0 -0' EPY OF4 - MAX MAX MAX MA% MA% MA% WO( . S HEADER 6 GA GALVANIZED S METAL ROOF PANELS - BGAGALVA D METAL SIDE PANELS. 4 'ECIIREWALLPANELSTORAFTER/BOWAND - LRETABW/LONTROLSEERSPAIER - E TABLE 1 FOR FASTENER SPpGNG) T$ ENDWALL POST .Z :NOWPl1 TS POST - . 6 GA GALVANIZED METAL SIDE PANELS RWNO PoBT ® END ROUND ANCHORS ® EACH END POST LOC4TIONS BOW POST ANO EVERY OTHER ISEE SHEET3) B d 4 4 ENDE'13 LOCATION .WCXORs Nm RECIIDiEOw1TH (SEE DETAIL 3 ON SHEET 3 OF 4) END WALL OPENING ANwORS rvorREOwREDwrtx (SEEEo MI OR2. Sio:'3O 4; ISEEQE - IABCONSTRIGNCN Not To$ule sEE DETMArt,0R2 sxEET3oFa) END WALL SECTION Not TO Scale NOTE: 1GA FRAMING IS 2-1/Y X 2-1PY TUBE STEEL 12 GA FRAMING IS2-1/4'X 12GTUBE STEEL NIPPLES ARE 2-IW F T.S. FOR 14 GA FRAMING. 26 cA GALVAn®METAL ROOF PANELS NIPPLES ARE 2' X Y 12 GAT.S. FOR 12 GA FRAMING. GABLED OPEN END WALL SECTION Not To SmIe SHEET OF 3A. GALVANIZED IOF PANELS BOX SAVE OPTION 3 MONOUTHICSLABFOUNDATION a 4 2 3 Co"WOUS CONCRETE SIPB (OPEN CARPDMS ONLY) 14'-W MAX. SP OCNOUS SIAS u.TRWDx [SEEDE1Xt.lO CONSEET3OFN ISEEOETM t OR2.6HEEf 3OFl) R Ell'DBL1'HEU%l4'TIHIN 6.OF EACHBH BOW WITH EXTENSIONS (BFE DETN L 9, SHEEP 3 OF d) TYPICAL FREESTANDING LEAN-TO Not To Scale MONOLITHIC SLAB FWNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) INSTALL 12' x 6' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH BOW ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS EMBEDMENT 1 '4 MONOLITHIC CONC. FOOTING (2600 PSI MIN.) REINFORCED WITH 2 45's CONTINUOUS r,-'� CONCRETE BASE RAIL ANCHORAGE f Not TOSWe (OPTIONAL) 6' LONG TS 12 GA NIPPLE SECURE WITH V4'x1'SDFs 12'x6' \I M1sTS BOW/RAIPPLETOT FRICTION x 2-12' x 1/4- GALV. STEELPLATE --MINIMUM 2-1/4- EMBEDMENT ' N ONOLfTIiIC CONCRETE FOOTING U I .0 u l ALTERNATE POST TO CONCRETE FOUNDATION CONNECTION DETAIL Not To Stale CONCRETE CONCRETE SHALL NAVE A MINIMUM SPECIFIED COLRRESSNE STRENGTH OF 25D0 PSI AT28DAYS. COVEROVER REINFORCING STEEL FOR FOUNDATIONS. MINIMUM CONCRETE COVER OVER REINFRRCING BARS SHALLBE 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CASTAGANSTAND PERMAN YNCONTACTWRNTHEEARLORFJYOSMDT EEARTHOR WEATIiERAND 11R INCHES ELSEWHERE RENFORCNG BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF iM NCH FOR FINE GROUTOR 1RINGHFORCOARSEGROUTBETWEENMWORCNGBMSANDAM FACE OFA CELL REINFORCING BARS USED N MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESSTHAN 2 NCHES FOR MASONRY UNITS WRH FACE EXPOSED TO EARTH OR WEATHER 11Q NCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER REINFORCING INGS THE REINFORCING STEEL SHALL BE MINIMUM GRADE d0. GALVANPATTON: METALACCESSORIES FOR USE N EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANI2EDD IN ACCORDANCE WITH ASTMA IM. CLASS B-2. METAL PLATE CONNECTORS. SCREWS. BOLTS AND NAILS EXPOSED DIREC%YM THE WEATHER SHALL BE STARLESS STEEL OR HOT DIPPED GALVANIZED. REINFORCEMENT MAY BE BENT N THE SHOP ORTHERELD PROVIDED: 1.ALLREINFORCEMENT IS BENTCOLD. 2.THE DIAMETER OF THE BEND, MEASURED ON THENSIDE OFTHE GAR, IS NOT LESS TIRDIAMETERSAND 3. REINFORCEMENT PARTIALLY EMBEDDED N CONCRETE SHALL, NOT BE FIELD BEM. EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WRHA VERTICAL CELL. BARS PARTIALLY EMBEDDED IN CGNRETE SHALL BE PERMITTED TO BE SENT AT SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 61NCHES OF VERTICAL BAR LENGTH. INSTALL 12' x6' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6.OF EACH BOW ALONG SIDES 2-1/4' EMBEDMENT MINIMUM CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE L / Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER CONT. BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE RAFTER 24- 16 GA U-CHANNEL BRACE (S TO T 48' 16 GA U-CHANNEL BRACE (8' TO 14' NOTE: BRACE NOT REQUIRED IF END ENCI NO SCREWS REQUIRED RIPPLE I RAFTER IN BOW BEND 5' 4' 16 GA U-CHANNEL BRACE IS TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) NOTE: BRACE NOT REQUIRED IF END ENCLOSED —6- LONG TS 12 GA NIPPLE 45' SECURE BOW AND POST TO 1 NIPPLE WITH 4 1/4- x V 3- SELF -DRILLING FASTENERS �BOW/CORNER POST DETAIL � NoI TO Srala NIPPLE TO3/16' RAFTER E 12- LONG TS 12 GA NIPPLE. SECURE POST TO NIPPLE WITH 4 1/4' x 1' SDF's, 6' LONG TS 12 GA NIPPLE SECURE WITH 4 1/4'x1' SDPs EYEANCHOR u ( F-B- 5/8' ROD 30' LONG WITH OBL 4'HELIX 24' 16 GA U-CHANNEL BRACE IF TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) NOTE: BRACE NOT REQUIRED IF END ENCLOSED r_TS RAFTER POST BASE RAIL ANCHORAGE SIDE EXTENSION RAFTER/ r.CO Nat Ta 6rale RNER POST DETAIL Not To SCAIa 2-12' FOR 14 GA FRAMING 2-1/4' FOR 12 GA FRAMING DEGREES. WIG CREMIS AT SELF END (4 G SCR XCE) EACH END (d PEN BRAT ACE) BRACE SECTION Not To Stale 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 1/4-x 1' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale RAFTER 6' LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 4.1/4' x1- SOP s RAFTER POST BOX EAVE RAFTER/ CORNER POST DETAIL � Not TO Scale etcd u LL 7 \%F 1 jj'-''`.-7 r a L' 1-1/2' It 1-02' x 2.16 GA CLIP ANGLE SECURE TO BOW POST ANDGABLE RAIL W/4 1/4'x1'SDFS 2 ON TOP, 2 ON SIDE TS BOW POST 1-12' x 1-12' x 2.16 GA CUP ANGLESECURETO BOW RAFTER AND GABLE RAIL W/ 41/4'x1' SDFs 2 ON TOP; 2 ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not To Scale NOTE: 14 GA 1FRAMNIS 2-22-12TUBE STEEL 2 GA FRAMS 2-1M'x2/4-TUBE STEEL NIPPLES ARE 2-1/4' x 2-1/4. 12 GAT.S. FOR 14 GA FRAMING. NIPPLES ARE 2' x T 12 GA T.S. FOR 12 GA FRAMING. 11 I A NIPPLE /rTH4 1/4111' ASTENERS �1 RAFTER POST/DBL. HEADER DETAIL 1 Net Sple r Tx2'x2' 16 GA ANGLE CLIP SECURE TO POSTAND RAFTER WITH 1/4' x 1' .. SDFs, 2 ON TOP AND 2 ON SIDE TS END POST �1 END POST/RAFTER CONN. DETAIL Not.To Swte 1/4' x 1' SDP @ IT O.C. 3A. SECTION THROUGH ROLL UP DOOR HEADER Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat BOW RAFTER 'LONG TS 12 GA NIPPLE. 1/g• SECURE WITH 4 1/4' x 1' rr SELF -DRILLING FASTENERS i OUBLE TS HEADER 3116' NIPPLE TO DBL. HDR. �1 RAFTER POST/HEADER DETAIL � Not To Scale TS BOW/RAFrER 29 OR 26 GA. GALV. METAL SIDE PANEL 1-1 W x 1-12' x 2.16 GA CLIP ANGLE SECURE TO BOW POST AND BASE RAIL WITH 4 1/4'x1' SDFs "TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Nol To State 6' LONG TS 12 GA NIPPLE SECURE EACH WITH 4 1/4' x 1' SELF -DRILLING FASTENERS - /—TS BOW POST BASE RAIL 3H6' NIPPLE TO BASE RAIL RAFTER POST/BASE %1 BASE RAIL CONNECTION DETAIL Not To Style POST —Z' x 2' x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER (OR BOTTOM OF WINDOW RAIL) WITH 1/4' x 1' SDFs IS NONSTRUCTURAL HEADER OR WINDOW RAIL NON-STRUCTURAL HEADERMINDOW f RAIL TO POST CONNECTION DETAIL 1 Not To Scale A SECTION Net To Scale 1/4' x 1' SDF @ 12- O.C. IS TRUSSED RAFTER CHORD, / OR NONSTRUCTURAL HEADER J T h TS END POST OR DOOR/ 7X74 16 GA ANGLE CLIP WINDOW FRAME POST SECURE TO POST (EACH SIDE) IS BASEWNDOW RAIL OR AND RAFTER CHORD/RAIL WITH NONSTRUCTURAL HEADER 4-IA-x1-SDFs, 2 ON BOTTOM AND 2 ON SIDE -- NOTE AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL 4 Not To Seale - I�('-���'��J/,J F11 EE`� NIPPLE TO BASE RAIL 6' LONG IS 12 GA NIPPLE SECURE WITH 41/4'x I-SDPs SOWA;L F RPOST CONTINUOUS BASE RAIL K-.1 POST/BASE RAIL CONN. DETAIL � Nat TO Smle NOTE: 14 GA FRAMING IS 2-12'x2-12'TUBE STEEL' 12 GA FRAMING IS 2-1/4' x 2-1/4' TUBE STEEL NIPPLES ARE 2-1/4-x 2-1/4' 12 GA T.S. FOR 14 GA FRAMING. NIPPLES ARE 2' x 712 CA T.S. FOR 12 GA FRAMING. TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS MAXIMUM (INCHES) WIND ULTIMATE NOMINAL POST / RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 lorll B,C,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 bow frames. 2. Fasteners consist of 1/4'-14XV self -drilling screws with control seal washer. 3. Spec cations applicable only for mean roof height of 20 feet or less, and roof slopes of 14° (3:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. 4. Ground anchor requirements are 1 @ each comer and one every other interior bow/rafter post location, at a maximum of 10' O.C., and both sides of openings where base rail is absent. 5. Ground anchors are not required with concrete slab construction. APPROVED PRODUCTS LIST APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596-R2 26 Gauge AG Panel 10/09/12 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702-R2 26 Gauge AG Panel 10/09/12 EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL1722-R4 Model 402-14 03/14/12 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888-R3 Model 203 04/03/12 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940-R1 Model 100 VS 04/06/12 GENERAL NOTES: 1. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4' x 1' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6- O.C. AVERAGE. 3. ALL FIELD CONNECTIONS SHALL BE 1/4' x 1' 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 FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY.' BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 p ECEUdc JUL 2 9 2M I WINDOW AND DOOR NOTE I EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA 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: ANSI/AAMA/NW WDA 101/IS2 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. eN\000I1f/,,'r BECHTOL as Be:d SCANN D BY -" Bs38 s� STATE OF A' . St. Lucie County �'�ss'Obq CAROLINA CARPORTS, INC. FILE COPY 6-19-13 G13002 BECHTOL ENGINEERING �^* RR Nis avn resnNc, mG TB •' G13002 "�'""T13 SHEET OF x6EDTOBQ FRA METAL ROOF PANELS FASTENED ro BOW FCON WITI1l1•xA HER. WITH LO FAST SEAL WASHER ISEETABLE 1 FOR FASTENER SPALIN01. 12 Q3 BOX SAVE OPTION SIDE EXTENSION 24.16GA0{HRMELBRALE FASTENED TO EACH BOW FRAME WITH1M'xl'SDPs HEIGHT INISH GRADE MONOLTIHICSLABFOUNDATION ORTOP OF CONCRETE CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 30'-0• MAX. BOW SP TYPICAL BOW SECTION No1TOScale 26 GA. GALVANIEED METAL ROOF PANELS FASTENEDTORAFTE IBOW FRAMEWITH 1/4• x 1• SDF%WITH CONTROLSEAL WASHER. 12 (SEE TABLE I FOR FASTENER SPACING). 3E—l- 28GAGALVANnP^METALROOFPANELS FASTENED TO RPFTEILSOW FRAME WITH 1/4• i 1• SOFa WTH CONTROL SEAL WASHER (SEE TABLE t FOR FASTENER SPACING). BOX SAVE OPTION CONCRETE$Vd[ONSIRUG"ON' ISEE DETM 1 OR x SKEE F 3 OF 1) BOX EAVE OPTION S SLOE EXTENSION 3 INISH GRADE MONOLITHIC SLAB FOUNDATION OR TOP OF CONCRETE CONTNDOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 10'-0• MAX. BOW SP TRUSSED BOW SECTION M'CNORS NMTOSf CONCRETE NOTREW WED WEIN, SIPS CGNmRWTION. MEEDEFAI t ON2 SHEEIJOF4) MONOLITHIC SLAB FOUNDATION CONIMOUSCONCRETESLAB (OPEN CARPORTS ONLY) ANCNORS NOTREOUWED WIM CgNCRETE SIABCON51RUC110N ISEE OFTM t OR R. SI@E T J OF I) TYPICAL SIDE EXTENTION SECTION Not To Scale 5 MONOLITHIC SLAB FC 2 CONTINUOUS CONCR 3 (OPEN CARPORTS ON NF-W MAX. BOW SPAN 6' TYPr -7 OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS SEE TABLE 1 SHEETIOF4 OPTIONAL 26 E R-0PNEL slDlE oa END PANE15 SEE TABLE 7 SHEETIOF4 SEE TABLE 1 SHEET10F6 1, 28W ft-0ANEL ROOFING I SEE TABLE 1 SHEET10F4 6' 6' 6• AN[NDRBxM RECUotFD WTH ROUNDANCHORS 0 EACH END (SEE DETALL I di 1.5XEETJOFII `EEcxEIEBI O 2. Sl I3OF4) SIDE ELEVATION BM ORe0WPOSTLOGnoN Not ToSgW (SEEDETNL3,SHEET30F4) ABLE 1, SHEET 1 OF 4 HEADER SECURE WAIL PANELS TO RAFTER/BOW AND END POST WITH 1/4•A 1• SELFdW WNG SCREWS W/ CONTROL SEAL WAGNER (SEE TABLE 1 FOR FASTENER SPACING) TSPOST (SEESHEET3) END WALL OPENING CONCRETE In REONSDRIIEx CONCRETE sIO c. NEE O`o) No1To Sak (ssE oErul t oRa.sEREETsoP1) GABLED OPEN END WALL SECTION Not To Scale 26 GA. GALVANQ ED MEFAL ROOF PANELS FASTENED TO4 CONTROL FRAME WIRI 1I1•x1•E TABWITH COFFSTENER WASHER (SEETABLE 1 FOR FASTENER SPACING). TABLE 1, SHEET 1 OF 4 )R 26 GA. GALVANIZED fAL ROOF PANELS BOX EAVE OPTION OVERALL LENGTH VARIES 11FCFNl1S nm NI IMFFo Amn SOGl9,JIJ nr ornSiC IMF . I� v MIMI�Ii �I�I I�I�i li �I�I�II LOWgml ICI 11=1I"!�i I1�11�11 II"11 II�II�IG11� 5/8- ROD AND DBL 4- HEUX M ANCHOR MORE 1=11=RE 77--n 3 MONOLRHICSLABFOUNDATON 2 4 3 OUEYE SLAB (OPEN CARPORTSONY) 4'-W MAX. SPAN — CONCRETE NHOT BEOIIPED W LIEI EEDET SUBCTI CONSTRUON (SEEDLTA4t ogx,SHEET xOF1) 'x 3V HBOWL4-HELMWf11BN 6.OF FACT BOW EET EXTENSIONS (SEE DETAIL 3, S1ffET30F 0) TYPICAL FREESTANDING LEAN-TO Not To Scale NMTOSwIa fDETASI0 ZSNEEtMRnN LSEE OEfAL t OR x SNEEf 3 OF I) : TABLE 1. SHEET 1 OF4 26 GA. GALVANIZED METAL ROOF PANELS POST GALVANIZED S1DE PANELS ROUND ANCHORS @ EACH END y BOW POST AND EVERY OTHER 4 END POST LOCATION (SEE DETAIL 3 ON SHEET 3 OF 4) END WALL SECTION Not To S®le ' NOTE: 14 GA FRAMING IS 2-1/2• X 2-1W TUBE STEEL 12 GA FRAMING IS 2-1/4' x 2-1/4-TUBE STEEL NIPPLES ARE 24T4' x 2-1/4' 12 GA T.S. FOR 14 GA FRAMING. NIPPLES ARE T x 2' 12 GA T.S. FOR 12 GA FRAMING. .\�I11111111T. BECHTOL ` zb cmk* ppG, INC. D:S:L.D. N U-11Lp ••��Tti i GOA(Mate,�fA lion No. 4C •'. ome I,p.E. noddy LTfp" NQ. 38538 * ` MONOLTTHICSlAO FOUNDATION �.A ••••• ,AFC OR .•/1�\ CONTINUOUS CONCRETE SLAB �/ RIDA• •. �:/ (OPEN CARPORTS ONLY) 0/1 •, O •••• ••�4 CAROLINA CARPORTS, INC. BECHTOL ENGINEERING a.w. RR NTs AND TESTING, [no . camATxo mnT,xsr. TRKWExGL Av uaw+Is trnxc Dome °°" TB "°' G73002 """R"I^m0m'9t .TB SHEET20F4 ' 24. 16 GA U-CHANNEL BRACE IF TO T POST) x MINIMUM V EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 5- EXPANSION ANCHOR 48' 16 GA U-CHANNEL BRACE (B' TO 14' POST) ASE RAIL WITHIN 6' OF EACH THROUGH BASE RAIL WITHIN 6- OF EACH NOTE: POSTS ALONG SIDES OR INSIDE RAFTER(BOW POST ALONG SIDES TS BOW RAFTER BRACE NOT REQUIRED AT ER END WALL POST ALONG END CORNER IF END ENCLOSED ONS NO SCREWS MIN.6• REQUIRED NIPPLE TO 3116' INIMUM IN BOW BEND 5'RAFTER 4.16 GA UCHANNEL BRACE (S TO T POST)MINIMUM 48- 16 GA UCHANNEL BRACE (8' TO 14' POST) TS RAFTER 4RAF MINIMUM 2-1/2'EMBEDMENT 2-i/2' EMBEDMENT NOTE: BRACE NOT REQUIRED AT 9-12' CORNER IF END ENCLOSED 16' LONG TS 12 GA NIPPLE 6'LONG TS 12 GA NIPPLE 6• 45' SECURE BOW AND POST TO SECURE POST TO NIPPLE WITH MINIMUM4' 3• NIPPLE WITH 4 1/4' x 1' 4 1/4'x V SDFS 3. SELF-0RILLING FASTENERSOM TS RAFTER POST THIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4' CONCRETE PAVEMENT TS BOW POST REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE G1 CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL BOX EAVE RAFTER/POST DETAIL I Nat To Sale (OPTIONAL -OPEN CARPORTS ONLY) Y � NM TO Seale (OPTIONAL) Nol To Smle Not TO Seale 1/2• x MINIMUM 5' 6- LONG TS 12 GA NIPPLE SECURE WITH 4 1/4'x l'SDF's •. u •.9..• .'I ZAFFER POST NIPPLETO STEEL PLATE 9• x 2-12' x 1/4' GALV. STEEL PLATE -MINIMUM 2-12' EMBEDMENT ALTERNATE POST TO CONCRETE FOUNDATION CONNECTION DETAIL Not To Scala CONCRETE CONCRELL TE SHAHAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 25110 PSI AT 29 DAYS COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE 31NCHES IN FOUNDATIONS WHERE THE CONCRETE M CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 11N INCHES ELSEWHERE REINFORCING OARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 19 INCH FOR FINE GROUT OR 1N INCH FOR COARSE GROUTBEIWEBJ REINFORCING BARS ANDANY FACE OFA CELL REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER INCLUDING GROUT) OF NOT LESS THAN 2INCHES FOR MASONRY UNITS WRH FACE EXPOSED TO EARTH OR WEATHER 11M INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER REWFORGNGSTEEL THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. c VANRATJON METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHAD. BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS 62. METAL PLATE CONNECTORS, SCREW . BOLTSAND NABS EXPOSED DIRECTLYTO THE WEATHER SHALL BE STAINLESS STEEL OR HOTDIPPED GALVANIZED. REINFORCEMENT MAY BE BENTIN THE SHOP OR THE FIELD PROVIDED, 1. ALLREINFORCEM ENT IS BENT COLD, 2. THE DUIMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS AND 3. REINFORCEMENT PARTIALLY EMBEDDED N CONCRETE SHALL NOT BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TOAUGN DOWEL BARS WTM A VERTWL CELL, BARS PARTIALLY EMBEDDED W CONRETE SHALL BE PERMITTED TO BE BENT AT SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENTTO 61NCHESOFVERTICALBARLENGTH. DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER WASHERS TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE BASE RAIL RAFTER 12' LONG TS 12 GA NIPPLE. SECURE POST TO NIPPLE WITH 4 1/4' x 1' SDFS, 6' LONG TS 12 GA NIPPLE SECURE WITH 4 1/4k1' SDFS EYE ANCHOR U 5/8' ROD 30' LONG WITH DEL 4- HELIX . 24.16 GA UCHANNEL BRACE (S TOT POST) I 48' 16 GA UCHANNEL BRACE (8' TO W POST) NOTE: BRACE NOT REQUIRED IF END ENCLOSED TS RAFTER POST G) BASE RAIL ANCHORAGE SIDE EXTENSION RAFTER/ �CORNER POST DETAIL Not To Scale `� Nof ToSWe 2-12' FOR 14 GA FRAMING, 2-1/4' FOR 12 GA FRAMING SELFDRRUNGSCREWSAT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 1-1/2. 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)1/4' x V SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 1-12'x1-12'x2.16 GA CLIP ANGLE SECURE TO BOW POST AND GABLE RAIL W/4 1/4'xl'SDPS 2 ON TOP, 2 ON SIDE BOW POST 1-12' x 1-1/2' x 2.16 GA CLIP ANGLESECURETO BOW RAFTER AND GABLE RAIL W/ 4 1/4'x1' SDFS 2 ON TOP, 2 ON BOTTOM RAIL GABLE RAIL TO RAFTER POST CCONNECTION DETAIL Not To Scale NOTE 14 GA FRAMING IS 2-12' x 2-12' TUBE STEEL (B). 12 GA FRAMING IS 2-1/4' x 2-1/4' TS. NIPPLES ARE 2-1/4• x 2-114. 12 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2' x 2.12 GA TS FOR 12 GA FRAMING. 605 BEwEsrCr Awn4ENND�ICEN.: •.- f.I�INC. //NALI EOG�C CAROLINA CARPORTS, INC. 6-19-13 BECNTOL ENGINEERING RR NTS AND TESTING, fnc. A V o+r c� um u.nraw m c oxaXlm �> TB " G13002 TB SHEET30F4 NIPPLE DEL. HO BOW RAFTER 12 GA NIPPLE LONG TS 12 GA NIPPLE. NCH WITH 4 1/4'k1' SECURETS 124 NI x L ING FASTENERS 1/6' SELF -DRILLING FASTENERS POST �1 RAFTER POST/DBL. HEADER DETAIL ' Not To Scale 2'x0x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'x 1' SDPs, 2 ON TOP AND 2 ON SIDE END POST END POST/RAFTER CONN. DETAIL Not To Scale Px 1' SDF 12' O.C. SECTION THROUGH ROLL UP DOOR HEADER Not To Scale CURTAIN: 26 GA galvanized steel with baked on epoxy primer & polyester top mat. HEADER HDR. %1 RAFTER POST/HEADER DETAIL Not To Scale TS 29 OR 26 GA. GALV. METAL SIDE PANEL 1-17 x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO BOW POST AND BASE RAIL WITH 4 1/4'x1' SDFs CONTINUOUS BASE RAIL �1 END POST/BASE RAIL CONN. Not To Style 6' LONG TS 12 GA NIPPLE SECURE EACH WITH 4 1/4' x 1' SELF -DRILLING FASTENERS - �TS BOW POST BASE RAIL y1fi' NIPPLE TO BASE RAIL RAFTER POST/BASE GBASE RAIL CONNECTION DETAIL Not To Soale POST 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH 1/4' x 1• SDFFs TS NON-STRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL ' Not TO Scale A SECTION Nol To Sole 1/4' x 1' SDF ®12. O.C. TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASFJWINDOW RAIL OR NONSTRUCTURAL HEADER 2'x2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 4-1/4'x1' SDFs, 2 ON BOTTOM AND 2 ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Y Not To Scala NIPPLETO BASE RAIL 6' LONG TS 12 GA NIPPLE SECURE WITH 4 1/4' x V SOFs BOW/RAFTER POST BASE RAIL �1 POST/BASE RAIL CONN. DETAIL O Not TO Sple NOTE 14 GA FRAMING IS 2-10 x 2-1R' TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4' x 2AW TS. NIPPLES ARE 2-1/4' x 2.1/4' 12 GA TS FOR 14 GA FRAMING. NIPPLES ARE T x 2' 12 GA TS FOR 12 GA FRAMING. IECH IJGINEEiIDr®TEST 1 Mc. 1S WE$[ OORK AVENUEr ELANOrFITOA 32720 erliflca>= tin No. 54 /�rrriin�\\ CAROLINA CARPORTS, INC. 6-1313 ZIP BECHTOL ENGINEERING. RR HTS AND TESTING, Ine. main ® ti mwoun� um uawus ra�ec oo®a av4 TB Y°' G13002 'A"'"'eQ'e'�^00mJtl � T8 I SHEET401 TABLE 1 BOWIRAFTER FRAME. END POST, GROUND ANCHOR AND PANEL FASTENER SPACING ' SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURUNS, AND POSTS (INCHES) WIND ULTIMATE BOWANDEND INTERIOR RISK EXPOSURE WIND SPEED POST SPACING CATEGORY CATEGORY '(MPH) . (FEET) BOWS END BOWS 115 TO 150 5.0 6 6 I or II B,.C, or D 151 TO 180 4.0 8 6 - NOTES: 1. SpedlIcatlw applicable to 26 gauge morel panels hudened directly to 12Or 14 gauge steel Wbe bear Imrm9. 2. Fastamn mnsbt of 1/4'-101• adFdrilirp eoowe with mnbtl seal waehr. 3. Spedemtlons applicable only for Inman roof heliM of 20 feat or Imo, and roof elopes of14' (3:12 pitch). Spacing requirements for dbr roof heWb andfor slopes mq vary. . 4. Ground anUor modrorraft Am 1 ® each carrnr and orb awry o frer inWdor bow/mftm post loratlon. at nm m m of 10' O.C.. and bath sHm of openk,gs wore bam rat b ebenl . I I I S. Ground anchors are not required with morels slab eonsbudlon. ME APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. a DATE I- STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FLmSoR1T--1 28 Game AG Parch 1D114108 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702ai1 28 Gage AG Peep 10114m8 SWINGING ELIXIR INDUSTRIES GA FL17224i3 D Model 402.14 f0113A18 EXTERIOR DOORS C � ASTA INDUSTRIES INC. F � I 12102109 WINDOWS SINGLE HUNG PAR -UPS PRODUCTS, INC.. FLS22SRI Model 23V 1 10/11" GENERAL NOTES: I. ALL STEEL TUBING SMALL BE 50 Kill STEEL 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH IIC s I'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER 0 6- O.C. AVERAGE (SEE TABLE 1 FOR FASTENER SPACING SPECIFICATIONS) 3. ALL FIELD CONNECTIONS SKULL BE 1/4- a 1' SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS SHALL BE WELDED. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA. PREPARED FOR THEM PLAN8 AND ALL PROPOSED WORK DARO`PO 20 ;T''B"m ,O ARtSUDUEC TO CORRECTIONS--4'DOBSON. REWARD BY FIELD INSPECTORS THAT = NORTH CAROLINA 27017 PREPARED BY: WEST E W YORK A TESTING. INC. MAY U NIMMURY IN ORDER TO JjECIfTOL 605ENGINEERING fi05 WEST NEW VORK AVENUE ;�p�jy�Aypy �}�, Dl. 32720 dAuu'MMze�No. I;OMPIr4 T�']iT u ,wolf" OlI- WWI- CmOSceEN OOODDS492 CONCEALED FASTENERS OR ATT0 AR9 THE RESPONSIBILITY OF n OONACTOROFRECORD I WINDOW AND DOOR NOTE I EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENI TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LASEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: ANSVAAMAINW WDA 1D1AS2 2W THE CONSTRUCTION SHALL BE TESTED IN ArCORDANCE WITH ASTM E 330, STANDARD TEST METHODS FOR STRUCTURAL PERFORMANCE OF EnTEMK WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE, THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN CODE. i.7 vco a _a_i IF ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE BY St. Lucie County BY CAROLINA CARPORTS, INC. MVSECNTOL ENG/NEERMIO Air rtawa..a TYPICAL BOW SECTION wr.a �myn.M oa TRUSSED BOW SECTION wren mmT aa"°6 B0.lGKORT)II uvinTllc v.Trexo.lnx �aawc sv�ivamc sowsnwx •— TYPICAL SIDE EXTENTION SECTION w resell mm.e.m SIDE ELEVATION wren Al i�1.�l�l�l�i\V I�III-III�I I�ITI NI�1 I 5LIs mrrtt.sa++e. -nlrm mm� �mn�oa rartlaunr - I>Ex46rxl END WALL OPENING w rea �mmr�ex�e+mu GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO w Tos wro ser OVEMIl tEHQTX VA1tE8 DEPEtO9IX1 MUMBERAN08YACIHD aBON9 ' m D M. I 11t111 I u DieI m. o 3.9 ] e .) SIDE OPENINGS �me.so.m.e wma GNUWT LJCUIIUN wren n G i1UbU 0>1Ir T HK 1L[@ TTFFL +t M TA.1>Y tl }+K. E+K TIIBC lIE6. IiRFLNE}1K.}WT F61HMIXU1011 wwes�rxr+awrAra1xuDu]w BECHTQL SON0. NC. _ _. 46TCYNxQ.W1RM / 02 CAROLINA CARPORTS, INC. D}161] BECNJIX. EMB/NEERWB wls ro Tr wqr min e^tu. i I 1�1 V F .t'ul vr.rwuuanixupn naataN a1sE RlLLwmoteaFFxt aOW apF90R 16�EEYERY OTIYRm QO WNLFOITNAXOEIL WN1aECICNa i/ONO COONO.FOOTYOCnWMFYI ReFFORFF➢W ]MOprtMAOa �LONCRETE BASE RAIL ANCHORAGE F1T091i (OPROM.I) NF m aTEELP m ALTERNATE POST TO CONCRETE r FOUNDATION CONNECTION DETAIL NNTO] moF¢ ATnM FWLIYN1rFYYMfJmmlmiWlllrWM01.1ma 1i9MN mVPNAF'JF]wiYFIVl FF FPIOwFM.IM.Y fOOO!N mlFl PP YNA®9lNO P W 4! I Fpfa F fAl WidF 111F11[ M NORI{ F Gf f IyMi YO F'A W fMRY F fMiKf FIM M YRM Yr O>00 m M flrtllr 011 'MATQMOrNM(FFdlPr9R MIY009WO®IDF YWI®QLIIWIIYNArYYCFMiLVQO WIGIMIiti OYLf01 NMOIIM G].W fiMY111FpFNIVOYFAYOFF IY1 V 1[SIL r®IIYIOq YA YIDMYVOFIRVLFWIINN 1 IM.FPNiK11V®1p F1AMAM,i1Y1 N IGfafOl Y11LFY IMi MT GF l®m W.11M A 1 WAl1lR aKY/nQ.YIOt .want.rule]nFlw.ty wvrtFVNFLmwlwFrntuOrlT lmatrmovnroM.nnatFFtlo.tW� Fw.mio.t¢NW YNr, mt].Y.1 liYL MrtCp•.EC]M].F]CMiFirt F.INYJ .1FfFro ORCRY m M MATq F W L! afM.lY R!fl 4r NOT O.O® 4YV,1@II N.ramnrtwr! �rw Mmtsa MIYONPL@ NL16rorlbrNrFlwr C0f0. 1 M OYlifll O M EO, tFMI WD FI M IGO[O M YR 0111T Ilb 111F10IIW w.lIFY.IO lYM4'L61iIY1W1YOFHY! FNYJFRFWLiTl N6D61f. vrmne..ort moFrt¢]YnrmNntmNawnram, Yvrrrat � twe.IFmwav FYxYv F mart F NL! i W riro m YYM,TAFOO.OIIIOr ICa M1Y I Y]Ip IO®RNGNIFFtE1fm I IO[IOI N11rCJi W IFIIOOI LWfM 3rLONCiQ:IEPAVEYEMT it CONCRETE BASE RAIL -ANCHORAGE F.reLr iiwmFYcaFaraoan'-0p^' BIKE RNL FLO Ta12O1N SE MaaY.woPO m SELF WRN. w,T 9HfLRWNO FA9IELE0.1 BOW/CORNER POST DETAIL R1Th9lI Fr ROO ]Plleq wmtoxrrtatt ]r to m LLgUAY6aRIiFljwm TPOai) wto O1OfJ MEWI (VMW'PO]n NOTE ERIOENOT W:QIWFOFEM f]l60]ED (-,-)-BASE RAIL ANCHORAGE rtlros� BRACE SECTION WT.a 'FLONOTat]OIN SEL WRN. lmw® SIDE EXTENO�iON RAFTER/ (':1 CORNER POST DETAIL wr.a� ROOF PANEL ATTACHMENT )ALrEIONTE FOR VFRItfiLL ROOF PRELS) NNro9 BOX SAVE RAFTER/ �1 CORNER POST DETAIL IIr. TO BwY GABLE RAIL TO RAFTER POST 1 CONNECTION DETAIL i rar.ar u u muato o stm. strr rwe atEEL t] a IttNFll m stu•, sur Tu! RE6. raven�ua:sw,swvara FW uaiRuwn wwesuar.rualraFOR v O1Fttllw4 CAROLINA CARPORTS, INC. BECWM ENGINEER/NO � RR Ma •• Ii RlrY1Y, d ev 8 rwin� ! `•�•r�� —TaI 81FEI3Of4 J �1 RAFTER POSTIDBL. HEADER DETAIL Narosgt. ¢Egraro193lAN RYIERY.11111M.1• M 2SMiIOPAID 3 !OE ...ems.- 6 END POST/RAFTER CONN. DETAIL Not To 9qY +N'. 1- ! olro.6 + aatul tecw SECTION THROUGH ROLL UP DOOR HEADER MT.ler a nTMY3latiplNme.amliw! WWmwIPi,A,d bpm %1 RAFTER POSTMEADER DETAIL Na Testr 8G1: YET.L END POST/BASE RAIL CONN. No1Te lur CLO "It6LN 9EW1�ENl1 tV1I11� IM.1• !Hi-0R1L10 i/31ilER! RAFTER POST/BASE i1 BASE RAIL CONNECTION DETAIL Not To sa4 NONSTRUCTURAL HEADERPNINDOW 7 RAIL TOST CONNECTION DETAIL Not To lqr W.V• �11gLNigECV lccgrEropasrlFx'N 11 1NDRI1iTFA gtaRnn�av MNIt' 2fX 1 eN lOTigI NID30N![ POM AT Rg1JP OPE1016A P06T9C4➢ BE 0.119f WIItI RNL EIO. qs roerro RKglYq bCEgWIIIEllEg9! POST TO RAIL, TRUSS CHORD, OR ;1 NONSTRUCTURAL HEADER CONN. DET, RNL POST/BASE RAIL CONN. DETAIL B a71 , CAROLINA CARPORTS, INC. A SECTION NoECTI astru BECH70L ENGINEERING RR Rry uo mla r