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Home My WebLink AboutMETAL CARPORT INSTALLATION PLANS - DETAILSFBC APPROVED PRODUCTS LIST TES' f GENERAL NO H ND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING; QA MAX. DESIGN 1 ND, BASE RAIL ANCHORAGE: OTHER DESIGN ISSUES,. INCLUDING:BUTNOT LIMITEDTO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PRODUCT APPROVAL ALLOW. PROPERTY SET BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY SUB CATEGORY MANUFACTURER EXPIRATION PRESSURE CATEGORY No. S DATE WINDOF OTHERS. s -DATE SPEED- p 2• THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS,(RISKCATEGCRY I) CAPABLE OF $UPP.ORTING STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS INC: FL6596.1=R5 04/05/27. + 2 . DEAD LOAD OF THE'STRUCTURE AND APPLICABLE LIVE AND' WIND LOADS, IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, 26 Gauge AG Panel: 10/10/17 PROVIDED AND INSTALLED BY CAROLINA CARPORTS,E N-C ; WHICHTEXERT ADD TIONAL OADS ON THE STRUCTURE(THI SHALL BE.. ' 180 57 3 / =6 .5 NOT . EkS SK. BECHTOL INEERING AND STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. " FL6702:1-R5 09/14/27 180 +57.3 / -62.5 DU-APPLICATIONTHEI APPLICATION OFGADDITIONAL GADS TIN T FAILURE AT THE G INC. SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR F LUR 9A Gauge AG Panel 3• ALL STEEL TUBING SHALL BE 50 K81 GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS $TEFL. STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 09/27/19. N/A N/A $x16 Flood Flap 10/03/17 4 "ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTI.OIJS. :EXTERIOR DOORS , , SWINGING :. ELIXIR.DOORAND METAL COMPANY FL:17996,3-R1 - :12/03/18 139 + Series 462,14 01/29/18 . . 40.0 /-40.0 5: ALL FIEL'D;FRAMING CONNECTIONS SHALL 13E #12-14' x 3(4"SELF DRILLINGSCREWS WITH(JUT CONTROL SEAL WASHER.. ALL SHOP FRAMING CONNECTIONS SHALL;BE WELDED: - EXTERIOR DOORS SWINGING _ ELIXIR: DOOR ANDMETAL.COMPANY;,-:FL17996.5-R1. 09/14/20- 170 ." +40.0'/-45.0. Series 407 01l29/18. 6. ON SHALL HAVE A MINIMUM COMPRESSIVE'STRENGTH OF:2500 PSI AT 28:DAYS. THE REINFORCING STEEL SHALL BE G WITH ASTM A 185, OR WITH SYNTHkE FABRIC: ETE�40. -CONCRETE SLAB ONSSHALL BE REINFORCED WITH IC FIBER REINFORCEMENT COMPLY NG WITSTM Ci1D6.D WI EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 _ 12/31/18 - 180 : #55:8"/ 55:8 -MINIMUM G Modef203. : = 10/O6/17 ' • COMPLYIN . - 7 BASE RAIL GROUND ANCHOR REQUIREMENTS:. ONE. WITHIN 6" OF EVE POST LOCATION; AND BOTH SIDES OF.OPENINGS WHERE WINDOWS SINGLE HUNG .' _OUND RUCTION." MI WINDOWS AND DOORS FL17499.1-R2 10L1Z/18 180: +55.0 /-55.0: SEE G OIUN ABNCH TRGR mo del 12l29%t7 " ANCHOR REQUIREMENTS. O SCHEDULE (THIS SHEET) OR SPECIFIC TYPE GRO ND AN FOOTIN CONCRETE ARE NOT ANDIQR ANCHO S B CONSTRUCTION." 8 CONCRETE EXPANSION ANCHOR$:SHALL BE WEJ-IT ANKR TITS MODEL AT1252 OR SLEEVEANCHOR MODEL HSA 1260 OR .. - � • • -TABLE 1: .... .. RAFTER FRAME,. END POST, GROUND. ANCHOR AND PANEL FASTENED SPACING SPECIFICATIONS- -- :- 9: POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END.WACLS: AVERAGE FASTENER SPACING 10. .SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6.MIL VAPOR RETARDER:PER•SECTION R318.1 :. . ON -CENTERS ALONG RAFTERS ORFLORIDA BUILDING C,ODE-SIXTHEDITION (2017) RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SIXTH" NS, AND: POSTS"OR GIRTS" - IL L L FARING PRESSURE OF 2,000 PSF I$ ASSUMED. MAXIMUM ALLOWABLE FOUNDATION SOI CONTACT : PURLI INCHES EDITION (2017) BUILDING.. NG MINIMUM A LO WIND ULTIMATE NOMINAL POST / RAFTER: ( - ) 11. is GA FRAMING: 2-v2'X 2-1/2""TUBE.STEEL (TS) WITH 2-1/4" x 271/4" rS NIPPLES. B RISK EXPOSURE :WIND SPEED ::WIND.SPEED SPACING " " INTERIOR:: END.RECEIVED IMPH).:1MPH1CATEGORY CAEGOY " POSTS/RAFTERS- PAST$/RAFTERSR THESE O PLANS AND A LL 1'10 O 150 REPROPOSED WORK RK. SEP 0.4 2018 89: -rO' 1.6 : 5.0 . : 6 6 - OUI E BY ELD SECT , RS THAT MAY 13E.NECESSARY IN.ORDER TO T de COunfy, Permminq 151:TO 180 1,17: TO 139 : 4:0 : 6 6 ' MPLY WITH_ALL APPLICABLE CODES. CO - sT,: Lu NOTES: 1: Specifications�applicatile to 26 gauge metal roof and wall panels fastened. directly to 12 or 14 gauge, steel. tulle framing, or 18 gauge hat --- - - - _ __�•_. _•.__ _ ,� �� _e . . channel fl(ini dins. • - ***CALL 1-800-670-4262 AND ASK FOR FLORIDA SCHEDULING. 2: Specifications applicable only for meari roof height of 20 feet or less; and: slopes of 7° to 27° (1,5:12 to 6:12 pitch): Spacing WE NEED YOUR regwremeritsfototherYoofheightsand/orslopesmay yaryPERMIT NUMBER BEFORE SCHEDULING YOUR APPOINTMENT*** - - - OD . . i ARevAuuurvra mrrv�,.� BY CONCEALED FASTENERS OR -ATTACHMENTS :. :.. ARE THE RESPONSIBILITY THE - F��E "coPFILE.. " a- "Ounty R OR RECORD ..: CTO e�' CQNTRA .�' C' i,, `�v. GROUND ANCHOR SCHEDULE ULTIMATE vu►N� SPEEo. m h PORT.INSTALLATION PLANS AND DETAILS BECHTo� RI METAL CAR. EN. ANo TEs s ' . P - 605 WEST N aRR �tVENU D. 1.10 ..120 130' ,140 150 : 160:: 170 .180-' cer a e of Ankio ' 36one�054O AND 38538 12 FLAMING AND FASTENER SPECIFICATION m m 16 =o-.Apcjh6oT._+ D .: RUCTION IN THE .. Thom aasii8oe�rtse, ` _. 18 F FLORIDA UCIE COUN.TY�BUILDING'DL . FOR CONST S ATE'OF o REV EWED FOR COMRLI � S;'F......\\��. - 20. 48"Anohor PREPARE REVIE !/:I �NAL .\\� . . STATE V ON. . Detail 1C- 1 i IJ 1 t a . 22 :.. CAROLINA CARPORTS."INC: DATE' . AN'" o. 24 P.O. BOX 1263 PLANS R NR IT MUST BE KER O PLA m 26 r „� DO B NORTH CAROL.INA 27017: SITE O NO I SPECTION(S)- WI �B MADE 28 :: 60"Anchor, PREPARED BY:. CAROLING CARPORTS, INC Aelau 1C: GENERIC PLANS FOR USE, IN THE STATE OF FLORIDA 30 BECHTOL ENGINEERING AND TESTING,.INC. 605 WEST NEW YORK AVENUE, a 5/10/18' . . DETAILS 1C AND 1D SHOWN ON:SHEET.4 Q.F. 5 DELAND; FLORIDA 32720 BECHTOL ENGINEERING.. AVRR NTS Ce AND TEST/GIG, Jne.' ' RR r(m. ra; G. .. : ... n CWa M°ew MMMCAL VNMPm+ra• um wmmus TEMG r WWS TB rtificate of Authorizatio No 00005492 - 18001 SHEET,1 OF 6 , BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF. BOW FRAME RAFTER ENCLOSED BUILDING -.HORIZONTAL ROO ROLL-UPDOOR SWINGINGDOOR (As applicable) (As appricable) hn TYPICAL SIDE ELEVATION NOT TO SCALE SOX SAVE FRPcM€RAF-TER=a j u u TYPICAL END. ELEVATION.. NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT -TO SCALE NOT TO SCALE TYPICAL BOW RAFTER. GABLE END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR' (As applicable) (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE' TYPICAL END ELEVATION NOTTO-SCALE - . BOX.EAVE FRAME RAFTER ENCLOSED BLDG.- VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR .. .. - .. rem .. H—hIM TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL. BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION . NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (As applicable), (As applicable) TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG,HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION. NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE ' TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTT?fPf4qjjj,. H BEC6mw§J&MGIINEERING AND TISWNl�INC. DELANO *538 FLOR�DA 327f�V• Ceitififgte QfAtAhorizagon No. 7� Thomasts E: E Florida LlcrGps(A 38 F `QQ.•,•�• \�� CAROLINA/0 O*TS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 5/10/18 AVBECHTOL ENGINEERING RR s"c NTS ANDTESTING, Inc. MWALmio GMTMAai4 0"MO �ORA4 um UMMS moo "ENGM is RR G18001 "TB SHEET 2OF6 % - 26 GA. GALVANIZED METAL ROOF PANELS 26 GA GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S tlRtlNSPER MPWUFACTUR INSTALLATION INSTRUCTIONS NSTALLATION.INSTRUCTIONS INSTALLATION INSTRUCTIONS 2 12 �3 2 ' 12 03 1-1/2' 18 GAUGE FURRING 5 4 4 CHANNEL'(PURLIN) 2 - - - - -- -- —24" 16 GA U-CHANNEL BRACE 24° 16 GA U-CHANNEL BRACE 4 FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH " (2) #12-14 x 3/4" SDF's AT 0 (2) #12-14 z 3/4° SDFs AT 24" 16 GA U-CHANNEL.BRACE w EACH. END (4 PER BRACE) _ EACH END (4 PER BRACE).. _ FASTENED TO RAFTER WITH SEE !F x 6 . cs 2 #12-14 x 3/4" SDFs AT TABLE:1 � ' w 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER . , e 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER _ C7 EACH END 4 PER BRACE ( ) SHEET 1 OF 6 ..� >24' TO.3o' RAFTER SPAN REQUIRES A TRUSSED RAFTER - '" >24'TO 30`RAFTER SPAN REQUIRES A TRUSSED'RAFTER � - T - --- - - - °_--- -p- —=AS-SHOWNONTHIS'SHEE7 -- ----4 - -r---- - ASSHOWN"ONTHIS"SHEET' --- 4 _ J - 24'.MAXIMUM RAFTER SPAN ON SINGLE RAFTER - y-- n _ >24 TO 30' RAFTER SPAN REGUIRES A,TRUSSED RAFTER � O - - . AS SHOWN ON THIS SHEET � - � � � TYPICAL. TYPICAL INTERIORRAFTER/POST RAFTER END.:FRAMING PLAN INTERIOR RAFTER/POST-FRAME SECTION - BOW FRAME FRAME. SECTION - BOX EAVE.- HORIZONTAL ROOF: . W . TYPICAL INTERIOR- NOT TO GALE NOT TO SCALE . NOT TO. SCALE RAFTER/POST FRAME SECTION. —VERTICAL ROOF .. NOT:TOSCALE-' ' 1-1/2'18 GAUGE FURRING CHANNEL_ FASTENED . . LENGTH VARIES DEPENDING ON LENGTH VARIES DEPENDING.ON. ,. : TO EACH RAFTER WITH .(2);#12-14.x 3/4' SELF -DRILLING NUMBER AND SPACING OF RAFTERS : • '. ' : FASTENER SPACED NOT.MORE THAN 48'. O.C. .. - .. 11 SEE TABLE:1 TABLE 1 - . SHEET .SEE TABLE.1 SHEET . 1 OF6.' SHEET 3 1 OF 6 q 3. LENG VARIES DEPENDING ON NUMBER . AND SPACING OF RAFTERS . TYPICAL,RAFTERIPOST FRAMING PLAN.- BOW FRAME TYPICAL.RAFTER/POST FRAMING PLAN- BOX EAVE TYPICAL TYPICAL BOX. EAVE. RAFTER GABLE END FRAMING PLAN NOT TO SCALE .. NOT TO SCALE POST/RAFTER.FRAMING PLAN -.VERTICAL ROOF. NOT TO SCALE TO NOT SCALE SEE, SEE TABLET TABLE 1 OPENING FOR,SWINGING' SHEET. .12 SHEET DOOR WITH.NON$TRUCTURAL 7- 1OF6 5 1O HEADER 5 .6 .. 4. .. - .. 4 -. .. 13 .. . 12' MAX. OPENING .. .. .: .. 6 4 •. .. _ 24' 16 GA U CHANNEL BRACE 2 - .. FOR ROLL -UP DOOR .. . • .. _ .. . ' .. 4- - - .. FASTENED TO ER WITH: a' . WITH STRUCTURAL' 4 oPa+NccoR 6 .(2) #12-14 x 3/4"RSA -DRILLING . HEADER 4 ' ' : - SCREWS AT EACH END _ (TYR[CAL) :. _ _ _ _ ..4 .12' MAX OPENING FOR . ROLL -UP DOOR WITH MWER (4 PER. BRACE) . .. . . 4 �R' 4 .6. - .5 NONSTRUCTURAL 4[ .1 .3 5 a . 4 4 4. q : .HEADER• 4 - 'OPENING FOR WINDOW WITH .. .. .: .. - ... - . .. NONSTRUCTURAL HEADER _ TYPICAL - ROOF EXTENSION OPTION MAIN STRUCTURE ST/�j N-TO.OPTION \ _ AND TYPICAL SIDE WALL OPENINGS FRAMING .PLAN . (AwaoPlloaMeto WINDOW.RAIL End Waft) . END WALL OPENINGS POST/RAFTER FRAMING. PLAN TYPICAL LEAN-TO OPTIONS FRAMING PLAN BOTH :OP y�0 NOT TO SCALE NOT.TO SCALE NOTTO SCALE (BOX EAVE RAFTS SHOWN, ONLY STANDARD LEAN-TO I L� BO R) ° ° 24' 16 GA U-CHANNEL BRACE (S T077 POST) 48.16 GA' U-CHANNEL BRACE (8'TO 14- POST) BECHZO ENGINEERING AND Ti& . G'�INC:. . BRACE ANGLESHALCBEMIN.;30° 605WE�TN 'YORKA}(�NU DELANQFL0 A 5p.F38538 . FULL6" WELD SIDES TO MAX. 45° FROM HORIZONTAL 3272 Certificate o Au lion N 2 BOTH . FULL 6°.WELD at 6" BOTH SIDES 6. . . 4 . Thomas Elk P. - Florida UceR�e . 8 F _ OP." WELD ALL WEB 5; CAROLI Nd'Q O'1 iS, INC. CONNECTIONS,. WELD ALLWEB . BOTFISIDES CONNECTIONS, 3 a 3 GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BOTH SIDES a FREESTANDING.MU BECHTOL ENGINEERING. rma RR, - c. a 5/10/18 ""� NTS OPTIONAL 24'-1 TO 30.' TRUSSED RAFTER:- BOW.'. OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMINGPLAN_ AND7EST/NG, /ne, °° RR '"OLNO G18001 , NOT TO SCALE : .. NOT TO SCALE NOT l O SCALE 0016ULTB10 GEOfD1Uaf+u. IXVOIOtOQMAI. A10 YnD445 7f511N0 IXCaaDS Ce,Nrale °fNRuitrilm Na 00005182 . "aro�u TB SHEET 3 OF 8 . NUMBER AND SPACING OF RAFTERS SEE•, ..' .TABLE 1. SHEET 3' :'I.OF 6 INSTALL 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR INS TAU ,1L2ex MINIMUM 5-U2_'EXPBNSION THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER DRILL 5/8" HOLE THROUGHTHE 2' WASHERS DRILL 5/8' HOLE THROUGHTHE CJiO$yTHf30LGH;BQSERAIL-WITHIM63 HERS I" -OF -EACH -EN OF CH' ROLIGOB-A ALONGYS)DES� ASE Rk1Ly1NB5E�tiRE T. "WASHERS WALL POST ALONG EN_ D WALL SECTIONS H' — ANCHOR EYE WITH W DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2" DIAMETER, TS CONTINUOUS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL 4" MINIMUM 2" MINIMUM IN. 6" TOP O.F.ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLEGROUNDSURFACE - - -- -- .- --. - - OR STABLE GROUND SURFACE- - - -- - - - -- - MM M I/2"EMBEDMENT MINIMUM 2-1/2" EMBEDMENT EYE 'ANCHOR 'f '�"�''_•�.� 5/8' ROD:48'LONG WITH 6' HELINag X OR ' 12" 5/8" ROD 60° LONG, .(SEE GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR - — --- — _ - � -- - - - - - - - - -MINIMUM 4" — -- ---WITH 7° HELIX, SC . - - AS APPLICABLE . -FOR APPLICABILITY �5/8""ROD"30' LONG SCHEDUL�SH LI T TQF6; WITH DBL 4" HELIX.. FOR APPLICABILITY) MONOLffHICCONC. FOOTING (2500 PSI MIN:) CONTINUrOU 4' CONCRETE+PAVEMENT REINFORCED WITH 2 #5s CONTINUOUS ' -CONCRETE BASE RAIL ANCHORAGE � B GONG CTE BASE RAIL -ANC BASE. RAIL DEEP ANCHORAGE . BASE :RAIL. ANCHORAGE A Not To Scale RE (OPTIONAL -OPEN CARPORTS ONLY) H Not To Scale ' .. C Not To Scale D ' Not To Scale ORAGE DRILL 6/8' HOLE THROUGH THE.. 2" WASHERS ', 24" 16 GA U-CHANNEL BRACE (STO T POST) BASE RAIL AND SECURE TO-: 48'16GAU •CHANNEL BRACE 9 TO.14' POS TS BOW RAFTER 6" LONG TS NIPPLE - . ANCHOR EYE WITH 1%2: DIAMETER TS CONTINU_ OUS' BRACEANGLE SHALL BE MIN.45° SECURE POST TO NIPPLE.- - THROUGH -BOLT BASE RAIL SDP TO MAX 60' FROM HORIZONTAL /4' s NO SCREWS WITH (4) #12-14 x 3 REQUIRED NIPPLE TO : 3116' OW _ • . IN B BEND 5' RAFTER , 4.16 GA U-CHANNEL BRACE TO T POST) .r TS RAFTER 48" 16'GA U-CHANNEL:BRACE (8-TO 14' POST) TS RAFTER POST 0* 'FROM HORIZONTAL NIPPLE TO .3/16" i 9 1/2". BRACEANGLE SHALL. RAIN_ 45° (SEE:GROUND ANCHOR 6' TS CONTINUOUS BASE RAIL • SCHEDULE; SHEET 1 OF 6, • MINIMUM 4° .. 6.. FOR REQUIRED ANCHOR 6" LONG TS NIPPLE ) 3" .. SECURE POST NIPPLE WITH . BASE RAIL - (4)#12-14 x 3/4' SDPs_ 33 6` LONG TS NIPPLE. ZCONTINuio US'4' o " CONCRETE PAVEMENT TS RAFTER.POST S TS RAFTER POST FASTENERS TO SECURE RAFTER AND, POST NIPPLE WITH.(4) #12 14 ELF-DR1111NG EYEI.ANCHCOR. BOX EAVE'RAFTER/POST:DETAIL BOW RAFTER/POST DETAIL POST/BASE RAIL CONN. DETAIL Not To Scale ' - B N o Not To 8.1. " CONCRETE BASE RAIL ANCHORAGE: :. :. otTo.S�le .2A 2 1E. Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET,MINIMUM EDGE. DISTANCE -SHOWN IN DETAIL 113) TS POST \\\\� PS H • �` C p (12 GA IF ROLL,UP DOOR FRAME) C` •'' t• Off`.•' �,\GENSF •`•'S'�0�� 2' x 2" x 2" 16 GA ANGLE CLIP SECURE ToPOSTAND.TOpOF SECH NGINE 1 go_TESTINGiTiC. TS RAFTER POST 'q. HEADER, OR BOTTOM OF WINDOW '605 WEa NEW S'ORK A TS TRUSSED RAFTER CHORD.. ( 1 RAIUGIRT WITH (4) #12'14 x 3/4" SDPs DELANOyFA&RIDA 32720 7T rAAuu OR NONSTRUCTURAL HEADER _ 2) ON TOP OR BOTTOM, (2) ON SIDE Certifirata o thorimtion No: TS END POST OR DOOR/. WINDOW FRAME POST .. :.. 2"x2"x2' 16'GA ANGLE CLIP , T� SECURE TO POST (EACH SIDE) 1-1/2" x 1-1/2" x 2" 16 GA CLIP TS BASENWINDOW RAIL OR AND RAFTER CHORD/RAILWITH .. ANGLE SECURE TO NON STRUCTURAL'HEADER (4)'#12-14 x 3/4" $DFs, (2) ON POST AND BASE RAIL TS NONSTRUCTURAL HEADER' . om'as BeCftol, Q� •' (12 GA IF ROLL UP DOOR FRAME) Flodila Llcens�ft OR1�. •. (12 GA IF ROLL-UP.DOQR FRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4) #1 (2) ON SIDE'Ps, j/—'LJNAL J 2), NOTE: AT ROLL -UP DOOR OPENINGS; POST'SHOULDEll TS WINDOW RAIL OR GIRT" BE FLUSH:VIIITH RAIL END. FOR VERTICAL SIDING OPTION CLIP POST TO RAIL ONLY,.ON SIDE OPPOSITE THE OPENING. TS CONTINUOUS BASE RAIL-INC.' POST TO RAIL, TRUSS CHORD, OR NON -STRUCTURAL -HEADER, WINDOW RTS,, . CAROLINi4 CARPO . NON-STRUCTURAL HEADER CONK. DETAIL 5 END POST/BASE RAIL C.ONN. ��RAIL, O:R GIRT TO POST CONN DETAIL GENERIC PLANS FOR USE IN THE STATE OPFLORIDA 4 Not To Scale Not To Scale ��// rma wre 5/10Hg Not To Scale' BECHTOL ENGINEERING .°^� RR : NTS AND 7ES771YG, Inc. _ oarJ¢c RR ' aNm.po:. G18001 .. caau�ry o cmrcacrA, u+ra»Nm+rw, An ma nuts Tamp orcvuaa .. . . . . - euvomnemroaaaosrex ..ovm:� SHEET 4 OF 6 NIPPLE TO 3116' DBL. HDR. TS'RAFTER POST 6° LONG TS NIPPLE •• SECURE EACH WITH (4) #1244 x3/4". •• SELF -DRILLING GFASTENERS — - -- NIPPLE- - - -- - -- - -- - - -- -- -- - -- -- - -- - --- -- - - - - - - 2"4°x2° 16 GA ANGLE CLIP SECURE EACH WITH, LONG TS NIPPLE r 12 GA- S POST SECURE TO POST AND . , 4 #12-14 x 3/4".' . ' 1/g SECURE WITH (4) #12-14 x 3/4" RAFTER WITH (4) #12=14 x 3/4" . SELF -DRILLING FASTENERS r� SELFDRILCING.FASTENER5' SDF's. (2) ON BOTTOM, (2)ON SIDE o i -OR. qr. 2°x4" 16 GA PLATE. TS BASE RAIL TS END POST - SECURETO-EACHSIDEO POST/RAFTER CONNECTION. - o - I I 2 GA DOUBLE TS HEADER — WITH (4) #12-14 x 3/4" SDFs, . LJ LJ47 (2) ON POST, (2) ON RAFTER � 2 GA TS POST_ 3M6" NIPPLE TO - .. DBL, HDR. 3/16NIPPLE TO BAk RAIL. POST/RAFTER CONN. DETAIL RAFTEND 7 . . PO RAFTER POST/HEADER DETAIL BASEERRi4P0 ONNECTION DETAIL Not To Scale. .. 8' � J NRAFTER 9 ' No$To Scale � N .. of To Scale .1-'I/2° x 1=1l2" x 2" 16 GA CLIP ANGLE . SECURETO RAFTER POST AND GABLE RAIL WITH (4) '#12 14 x 3/4" SDFs, ;. TS RAFTER POST TOP AND BOTTOM . NIPPLE TO 3/16° 6: LONGTS NIPPLE " .. -' .. RAFTER SECURE WITH (4) #12-14 x 3/4° SDFs ' 2°x4",'16 GA PLATE (ONE REQUIRED) SECURE TO EITHER -SIDE OF TS RAFTER, 12° LONG TS NIPPLE. ' POST/RAFTER CONNECTION 1 IA/2" 2" SECURE POST TO NIPPLE . WITH (4).#12. , -1/2° x x 16. GA CLIP ANGLE SECURE.TO RAFTER WITH (4) #12 14 x,3/4 . SDF's, � (2) ON POST, (2) ON RAFTER AND GABLE RAIL WITH (4 1_ _ 1/2° x 1 1/2' x 2" 16 GA CLIP. AN TS LEAN-TO. RAFTER .#12.14 x3/4".SDF's, (2) ON TOP, .. SECUR 1-117 x 1-1/2° x 2"' 16 GA (2).ON BOTTOM ' . RAIL.W THO4)* 2-E14Ox 3 4°' DFs, -CLIP ANGLE SECURE TO' {2) ON TOP. (2) N BOTTOM RAFTER P.OST'ANf) GABLE 6" RAIL WITH (4) #12-14 x 3/4" SDF's ' (2) ON TOP, (2) ON SIDE .. TS GABLE RAIL.. " 2'X2°x2" 16 GA ANGLE CLIP RAFTER POST �6"LONG: TS NIPPLE . - • 48416 GA U-CHANNEL BRACE (8 TO 14',POST) SECURFTOPOSTTS' '14 SECURE RAFTER AND POST TS GABLE RAIL BRACE -ANGLE SHAI:L'BE MIN. 45° RAFTER- WITH. (4) #12 x 3/4° TO NIPPLE WITH;(4) #12-14x 3/4" TO MAX..60° FROM HORIZONTAL SDF 2 ON SELF DRILLING FASTENERS' TS'RAFTER POST: T ' - (2) ON POST GABLE TO RAFTER- POST. -vi Ts 'BAIL RAFTER POST: �1.. CONNECTION DETALL. EXTENSION: SIDELEAN-TO : POSTI/. L L n .Not To Scale .: GA BLE RALL TO:RAFTER POST RAFTE i3 . J :. CONNECTION:DETAIL � B . . Not To Scale' BEC.HT� �iyNE- RING AND TE �N RKAVENU 18 GAUGE ELAN CLORIpA.3 '72 p 3� 538 1.1%2" FURRING CHANNEL FASTENED CertificaR of Aut orization N'o: •°, �- TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF � � � - - SPACED NOT MORE THAN 48° D.C.'* 10 METAL ROOFE, fE' F12 2-1/4" FOR rFI0pdTda!4BGA. GAFRAMINGPANEL. 2-1/2":FOR' FRAMING QA1 .14GA • NY AL' ///irIII►►�Y • .. 16 GAUGE U-CHANNEL BRACE TS RAFTER. FASTENED, TO THE POST AND. RAFTER WITH'(2) #12=14 x,3/4° SDF`S AT EACH (4PER BRACE)CAROLIIVA CARPORTS, INC..' ,END . ROOF.PANEL ATTACHMENT" BRACE SECTION (ALTERNATE:FORVERTICAL.ROOF.PANELS) ' GENERIC PLANS. FORUSE . N THE. STATE OF:FLORIDA Not To Scale Not To Scale f¢ D °" E . 5/10/18 B ZOL /NEER/N ENGINEERING °""" mRR swe : , MS:M011!=1 AND TESTING, Inc. —cKE' RR vaoLem G18001 WGULYWC CECTEOW-Ai. Dior MU MMAL. AM WTUMS TF MO-Eh6U US . OVER - APPRTB . � 'SHEET 5 OF.6 VERTICALSIDE OPT 0N SEE " - TABLE 1 OPENING FOR SWINGING. DOOR... SHEET - 'WITH NON-STRUCTURAL HEADER 1-1/2" 16.GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR 10F6 . EACH RAFTER WITH.(2) #12-14 z 3/4SELF-DRILLING, WITH NON-STRUCTURAL "HEADER 5' 6' -+ FASTENER SPACED. NOT MORE THAN 48" D.G. - a IF 11 . .. .. ,. .'. 4 .. GIRTS:.. 6 4. d'_ GIRT; 5 SEE TABLE _ o..E (TYPlcal), q q g d.e e �' (Typical q SHEET " 8 5 fF a s � -4 - 1 OF6 -5 5 .4 "3 3' 17,, MAX. OPENING FOR 4 ROLL -UP DOOR WITH s 12MAX MA UPDOOR ING FOR 5. NONSTRUCTURAL HEADER 4 1 3 70 . ITH ` a 3 a .. 4 :.. 4 A A• .. ' 4 ' 4 5 .STRUCTURAL HEADER 4 a 'TYPICAL. END.. OPENING FOR WINDOW WITH .. .. - . WALL OPENINGS POST/RAFTER/GIRT.FRAMING.PLAN: NOWS u TURA HEADER LENGTH VARIES DEPENDING ON NUMB NOT TO SCALE' ' . AND SPACING OF RAFTERS . (Also applicable to End Wens) -TYPICAL.POST/RAFTER/GIRT-FRAMING PLAN • NOTTO.SCALE: BOX EAVE:FRAME RAFTER.ENCLOSED:BLDG - VERTICAL, SIDES. BOX,EAVE-FRAME RAFTER UTILITY BLDG = VERTICAL SIDES':