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HomeMy WebLinkAboutMETAL CARPORT INSTALL PLANS - DETAILSFBC APPROVED PRODUCTS LIST PRODUCT APPROVAL OA CATEGORY SUB CATEGORY MANUFACTURER EXPIRATION No. & DATE DATE MAX.. ALLOW. WIND SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 26 Gauge AG Panel i 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINNA CARPORTS, INC. FL6702.1-R5 03/14/27 180 26 Gauge AG Pariel 10(10117 STRUCTURAL COMPONENTS FLOOD. VENT FLOOD FLAPS, LLC FL'17381.1r112 09/27/19 N/A 8x16 Flood Flap 1.0)03%17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 12/03118 139 Series 402-14 01/26/16 EXTERIOR DOORS SWINGING ELIXIR POOR AND. METAL COMPANY FL17996.5-R! 09/14/2.0 170 'Series 407 01l29/18 EXTERIOR DOORS ROLL -UP: ASTA INDUSTRIES INC. FL8886.1-R5 12/31/18 180 7Uodel 203 - 16/06/17 WINDOWS SINGLE HUNG MI WINDOWS.AND DOORS FL17499.1=112 10/17/18 180 Model185 SH -12129/17 TABLE I RAFTER FRAME, END POST, GROUND ANCHOR AND. PANEL FASTENER SPACING SPECIE/CATIONS AVERAGE FASTENER SPACING . ON -CENTERS. ALONG RAFTERS OR MAXIMUM FURLINS; AND POSTS OR GIRTS. WIND. ULTIMATE NOMINAL POST/:RAFTER (INCHES) _ INTERIOR END RISK EXPOSURE WIND -SPEED 'WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) - (FEET) POSTS/RAFTERSO$TSIRAFTERS 110 TO-1 5o -09 To-116y LL5 O y-- v 6 - 6 c 151 TO-:180 117 TO 139 : 4.0 6 6 NOTES: 1. Specifications'applicalile to 26 gauge metal roof and Wall panels fastened d.irectly to 12 of 14 gauge steel tube framing; or 18 gauge hat channel roof pudins. 2. Specifcations.applicable ,only for.mean roof height of 20 feet or less, and roof slopes of 7" to 27" (1.5:12 to 6:12 pitch). Spacing requirements for:othetroof heights and/or: slopes may vary. 1.6 2018 9 Departme9n+ 916 Coun+- GRG.UND ANCHOR SCHEDULE :. ULTIMATE WIND:.SPEED (mpfi) 1.16 120, 130: 140. 150 :160'::170: 180; 12 _ 14 30' An:chot 16 Detailll) x 18 o 20 _ .48"Anchor c� 22 Detail 1 C 0 24 m 26 28 so" Anchor .30 D.etaI11C DETAILS.I C AND 1 D SHOWN ON SHEET 4 OF-5 GENERAL NOTES: 1 • THESE PLANS PERTAIN ONLY TO THES.TRU-CTURE,.INCLUDING-MAIN_WIND-FORCE-RESISTING. SYSTEM, COMPONENTS AND CLADDING, DESIGN .AND BASE RAIL ANCHORAGE: OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PRESSURE PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF"OTHERS. (PO) _ 2• THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISKCATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WINDLOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, +27.3 ! -62.5 INCLUDING DOORS, WINDOWS, OR:OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET),. AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC„. WHICH EXERT ADDITIONAL LOADS ON THE:STRUCTURE SHALL BE AT THE OWNER'S.RISK..BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE +27.3 /-62.5 DUE TO THE APPLICATION. OF ADDITIONAL LOADS. 3• ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. N/A 4• ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. +40.0 /-40.0 5; ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x3/4" SELF DRILLING SCREWS WITHOUT. CONTROL SEAL WASHER. ALL, SHOP FRAMING CONNECTIONS SHALL BE WELDED. +40:0 / 45.0 6• .CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 PAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL. BE REINFORCED WITH 6X6-W1..4XW1-A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1.116. . 7. BASE RAIL GROUND ANCHOR: REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND -BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. +55.0 /-55.0 SEE GROUND ANCHOR SCHEDULE (THIS SHEET). FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. .CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION; EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) -,RESIDENTIAL; AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) : BUILDING. MINIMUM ALLOWABLE FOUNOATION'SOIL CONTACT BEARING PRESSURE OF 2;000 PSF IS ASSUMED. 14 GAFRAMING: 2-1/2" x 2-1/2" TUBE STEEL .(TS) WITH 2=1/4" x 2-1/4" TS NIPPLES. t '2 GA FRAMING: 2-1%4" x 2-1�4" TS WITH 2" x 2" TS NIPPLES. AFC`' C, ST. LUCIE CONTv S-_ CANNED BUILDING DIVISI BY REVIEWED St Lucie County FOR COMPLIA C REVIEWED Py. THIS IS TO CERTIFY THAT THE CALCULATIONS AND DATE ( B SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN PLANS AND PERMIT ACCORDANCE WITH THE REQUIREMENTS -OF SECTION 1609 OF MUST BE KEPT ON JOB, O THE, FLORIDABUILDING CODE, SIXTH EDITION (2017). THE PLANS NO.INSPECTION WILL BE MA E ARE VAUD.UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. THESE PLANS AND ALL PROPOSEDURK �� L►.I I ► f,,, METAL CARPORT INSTALLATION PLANS AND DETAILS ARt �Ut�-hIECT TO ANY C('►CRECTIONS SECH ENGI BECHTOL ENGIN I GAIN " �yT •, AND _ �s �. gip* RE BY Fi,'�I.A Iit1 P�V I®YYS TCI!'il �' 605 THE SSE -. . CELAND. FLORIDA 3�12 •�GENSE . 0� & ifi.te FRAMING AND FASTENER SPECIFICATIONS fAAYUENECE5SAT't1N'0RDER-TO- 1 of.A tho COMPLY WR A« APPLIC LP OODES. _ FOR CONSTRUCTIONiIN THE CONCEALED FASTENERS OR ATTACHMENTS omas B,tcl, -: ' FI°iida License Na-88 8 - STATE OF FLORII)A ARE. THE RpEASPONSIBILp Y OFTHE= •'•, STATE or-,•' _; PREPARED FOR: CAROLINA CARPORTS, INC. CONTRACTOR OF RECORD P.O. BOX 1263 , , SSlONAL N\`� DOBSON, NORTH CAROLiNA 27017 CAROLINA CARPORTS, INC. PREPARED BY: BECHTOL ENGINEERING AND, TESTING, INC: GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 605 WEST NEW YORK AVENUE D.ELAND, FLORIDA 32720 5n0/1e BECHTOL ENGINEERING ..kii � NTs. Certificate of Authorization No. 00005492 AND TESTING, ina RR -ro ` G18001 . aiaix m Cwm" au• WMMS mma °roams ,c.�.aWm.wsoramooslm.: .:_TB .. .. SHEETI0F6' BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION . _ TYPICAL SIDE ELEVATION : TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX. EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR ppli (As acable) , '(As applicable)" (As aOL licable (As applicable) e EN D NGT - TYPICAL SIDE ELEVATION _ TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE. FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE :FRAME RAFTER UTILITY BLDG * VERTICAL ROOF ROLL-UPPDOOR SWINGING DOOR ROLL -UP -DOOR SWINGING DOOR (AS applicable) (As applicable) (As applicable) .(As applicable) MI TYPICAL SIDE ELEVATION TYPICAL END ELEVATION .. TYPICAL SIDE ELEVATION " . TYPICAL "END ELEVATION . TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINq1!R. D TfS7S(�,lC'! 605,WESTNEWYORAVE� L�CENS �y y DELAND. FLORIDA 30 F Certificate of A o ' ,549 8538 Thomas Bechtol; Florida License Nolrjis ; bimit O ` CAROLINAl?�' �1�1dE�OF FLORIDA GENERIC PLANS FOR USE fItYTJ�I�L TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING . RR NTS AND7ESTING, Inc. cnauuoic aaimrtaue. o,+imm,oinrtdi. um wnau.s m�wc ouoays o� RR "1O' G18001_ .. e..mtaienwee�miena000uax .mnoveuTB ..SHEET 2OF"6 26 GA. GALVANIZED METAL ROOPPANELS '26 GA. GALVANIZED METAL ROOF PANELS 26 GA.'GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS. PER MANUFACTURER'S FASTENED TO PURLINS PER MANUFACTURER'S - INSTALLATION INSTRUCTIONS' NSTALLATION INSTRUCTIONS _ - - - 12 _ — INSTALLATION INSTRUCTIONS.- _4. Q3 .. 2 2 12 3 1-1/2" 18 GAUGE FURRING 1t 4 CHANNEL (PURLIN) , 5 2 24" 16 GA U-CHANNEL BRACE 24" 16 GA U CHANNEL BRACE q FASTENED TO RAFTER WITH (2) #12714 x 3/46 SDF's AT FASTENED TO RAFTER WITH 12 2 (2) #12-14 x 3/4" SDFs AT 24" 16 GA U CHANNEL BRACE w EACH END'(4 PER BRACE), w - _ x EACH END (4 PER BRACE) x FASTENED TO RAFTER WITH SEE,• I; TABLE,1 - ' '24' MAXIMUMRAFTER SPAN ON SINGLE RAFTER ' _ - _ >24' TO 30' RAFTER.SPAN REQUIRES A TRUSSED:RAFTER Al ..24`MAXIMUM RAFTER SPAN ON SINGLE RAFTER _ (EACH END (4•PERDBRACE) .� - : • ASSHO.WN ONTHISSHEET. 6�4 - >24'TO 30'RAFTER SPAN REQUIRES ATRUSSED RAFTER SHEETOF6 AS SHOWN ON THIS SHEET' _ _ _ .N __ __ _q_ _24'_MAXIMUM.RAPTERSRAN-ON SINGLE.RAFTER_ ___- >24' TO 30' RAFTER SPAN. REQUIRES A TRUSSED RAFTER O . AS SHOWN.ON THIS SHEET TYPICAL N . TYPICAL INTERIOR R X EAV POHO TYPICAL_BOWN RAFTER GABLE END.FRAMING.PLAN _ :INTERIOR RAFTER/POST FRAME SECTION -SOW FRAME FRAME SECTION ,= BOX SAVE -HORIZONTAL ROOF . '. � ' ' NOT TO SCALE. TYPICALINTERIOR NOT TO SCALE . NOT TO SCALE RAFTE . P - ST ME SECTION - VERTICAL' ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON, 1-112" 16 GAUGE FURRING CHANNEL FASTENED NUMBER AND SPACING OF RAFTERS .. WITH (2) #12- LENGTH-VARIES DEPENDING,ONTO EACH RAFTER NUMBERAND $PACING.OFRAFTERS ` F STENER SPACED NOT. MORE THAN 48" p °DRILLING 11 5' AI. 11 SEE . TABLE 1 - . SEE ' SEE SEE TABLE: TABLE 1 SHEET �. . SHEET 1 OF 6 -SHEET TABLE 1. 1 OF 6 SHEET 1 OF 6 3 3 .'1 OF B 4 3 q - .. LENG .VARIES DEPENDING ON NUMBER RS TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME TYPICAL RAFTERIPOST FRAMING -PLAN : BOX:EAVE - TYPICAL BOX EAVE: RAFTER GABLE. END FRAMING PLAN NOT TO SCALE, AND SPACING OF NOT TO SCALE - - ©ST,/TYPICARAFTER FRAMING PLAN VERTICAL ROOF ... . NOTTOSCALE NOT TO SCALE' SEE TABLE 1 SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 7 TOFF 612 1.OF6 HEADER. 5 . - :. - 5 .. _ .17MAX:OPENING' - .. : .. - .. FNNEL BRACE' OR ROLL -UP DOOR - 6. 'q 2 4 FASTENED T.O16 .RRAFTER MT14 .. WITH STRUCTURAL q . 6POM - .. 24. TEN 4 HEADER' swwcwc000a S) #12-14 x 3/4? SELF -DRILLING 10".(TYPICAL) Sia'ucna L 6. 4 CREWS AT EACH END vll2' MAX. 1 FOR ' 5 q . q q .. .6 - ONSTRUCTURAL . xFaoas. .�1, .3 Ro _ (4 PER BRACE)' N 4 4 4 4-.A -A, 4'4 . OPENING FOR WINDOW WITH - - .. .. _ .. . NONSTRUCTURAL HEADER - .. - .. . . AND WINDOW RAIL TYPICAL - .. - _ TYPICAL SIDE WALL OPENINGS: FRAMING PLAN (AlsoaoG6rabletoEnd wahs) END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE NOT TO SCALE' _ _ (BOTH -OPTIONS SHOWN) ROOF EXTENSION OPTION MAIN STRUCTURE' OPTION TYPICAL LEAN-TO.OPTIONS FRAMING:PLAN (BOTH O. .. NOT TO SCALE' (BOX EAVE RAFTER SHOWN, ONLY STANDARD' LEAN TO IS APPLICABLE TO BOW FRAMF`�Fot) 48 1 N NG BEwEs O ew No INE ER 24' 16 GA.U-CHANNEL BRACE ($ TO T POST)' I I i 6 GA U CHANNEL BRACE (8 T014' POST) �. •, FULL 5" WELD BRACE ANGLE SHALL BE MIN 30° 605.WEDELANFNEW Y . K 7.20 AV UE,` I �FN BOTH SIDES i TO MAX 45° FROM HORIZONTAL " B DES Certificate of Oo 2 N Cy s = 038 6" 2 O _ FULL 6'. WELD BOTH SIDES Thomas Bechtol, P.E. i Florida License No 30538 S� WELD ALL WEB s' CARCLINA CA � 4 COBOTH 3 DES WELD ALL WEB 3 9 CONNECTIONS, 4 q 'GENERIC. PLANS FOR: USE W THSRi/J► >1=`LORIDA BOTH SIDES 1 n B CH L ,0 C7 °'"".. RR awe . NTS OPTIONAL 24 -1- TO 30 TRUSSED RAFTER .-.BOW. OPTIONAL. 24'-1." TO 30' TRUSSED RAFTER .. BOX' EAVE F� "" TESI7G ine. G/ RR a G18 VEER/N NOT TO SCALE - enainma GMW* rx n�aww: AW wTIMS mma. OMWE - . NOTTO SCALE .. .. SCALE .. `°�ma"•'°n°:m°m.°°°°"m:. umovEx . . FREESTANDING LEAN TO � MING PLAN o01. ' - NOT TO 7B ' _ , ' : : SHEET 3 OF 6 a INSTALL 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR INSTALL. x.MININIUM 5 1/2" EXPANSION THROUGH BASE, RAIL WITHIN 6' OF EACH RAFTER DRILL 51W HOLE THROUGH THE 2" WASHERS DRILL 5/8' HOLE THROUGH THE 2" WASHERS ANCHOR THROUGH BASE RAIL WITHIN 6" POST ALONG SIDES ANDWITHIN6' OF -EACH -END - - - - - - - BASE -RAIL AND SECURE TO -BASE-RAILAND SECURE TO - -- - ---- - OF EACH RAFTER POST ALONG TS CONTINUOUS TS CONTINUOUS WALL POST ALONG END WALL SECTIONS ANCHOR EYE WITH 1/2' DIAMETER ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL - 4'MINIMUM 2' MINIMUM MIN. 6" TOP OF ASPHALT, PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE I. MINIMUM.2-1/2' EMBEDMENT MINIMUM 2-1/2" EMBEDMENT EYE ANCHOR 5/8" ROD 48' LONG • WITH 6' HELIX OR : 12" a ° 5/8' ROD 6.0' LONG (SEE GROUND ANCHOR. (SEE GROUND ANCHOR - - -P -, - - - - - - — - MNIMUM 4"- --WITH7"HECIX,- - - - - - --SCHEDULE-SHEETS OF6; 5/8"'ROD ON LONG - ---- -SCHEDULE; SHEET] OF-6; AS APPLICABLE FOR APPLICABILITY) WITH DBL 4" HELIX FOR APPLICABILITY) 72,� MONOLITHIC CONC. FOOTING (2500: PSI MIN.) CONTINUOUS 4" CONCRETE PAVEMENT REINFORCED WITH 2 #5's CONTINUOUS - E-,T,E-•BASE-NRAIL.;ANCHOR7GE CONCRETE BASE RAIL ANCHORAGE. �CONCR _ 1 B. - G BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE 1 A Not To Scale �a OUT Scale (OPTIONAL = OPEN'CARPORTSONLY) ' Not To Sate � �' Not To Scale DRILL 5/8: HOLE THROUGH.THE E. Y WASHERS _- 24' 16 GA U. CHANNEL' BRACE 5' TO T POS BASE RAIL ANDSECURE TO CHANNEL`BRACE 8' TO 14' POST) TS BOW RAFTER 6'.LONG.T.S NIPPLE ANCHOR EYE WITH -1/2' DIAMETER :48' 18 GA U S SECURE POST TO NIPPLE .. - TS CONTINUOUSBRACE ANGLE SHALL BE MIN. 45' THROUGH 80LT' ( TI WITH 4 1- BASE RAIL. TO MAX. 60' FROM HORIZONTAL NO SCREWS , () #12 14 x 3/4' SDFs REQUIRED . NIPPLETO 3/16" IN BOW BEND 5- RAFTER . .. 4" 16 GA U�HANNEL BRACE (5• TO T POST) O ^ ANGLE SHALL BE 45 TS RAFTER 48 16 G TO 14' POST) —TS RAFTER POST 9-112" BRACE MAX. W FROM HORIZONTAL TO NIPPLE T.O. 3/16" ° (SEE GROUND. ANCHOR 6.' BASE RAIL °i TS CONTINUOUS BASE. RAIL SCHEDULE, SHEET 1.OF 6, MINIMUM 4' B' i . i . FOR REQUIRED ANCHOR) . o ' 3' 6" LONG NIPPLE SECURE POST TO NIPPLE WITH CONTINUOUS4:. (4) #12c14 x 3/4" SDFs' 3" 6' LONG TS NIPPLE' SECURE RAFTER AND POST TO - CONCRETE PAVEMENT TS RAFTER POST NIPPLE WITH (4) #12.14 x 3/4' TS RAFTER POST ELF -DRILLING FASTENERS EYE'ANCHOR' POST/BASE RAIL CONN. DETAIL . �TE BOX E Not To Scale AVE RAFTER/POST DETAIL��E CONCR�SERAIL.ANCHORAGE Nottos,%,Not To:S=16 (ERE SLAB EDGE DISTANCE DOES NOT'MMMDISTANCE SHOWN IN DETAIL 18) TS POST (12 GA IF ROLL UP DOOR FRAME) 2" x 2" x 2' 16 GA ANGLE CLIP .�` pMAS RAFTER POST ' STAND TOP OF BECHTOL E RI i� TS SECURE TO PO N pIC *AND TS TRUSSED RAFTER CHORD, HEADER OR BOTTOM OF.WINDOW 605 WEST NEW Y / m" . RAIUGIRT. WITH (4) #12-14 x 3/4• SDF's DELAND, FLORI 0 OR NON-STRUCTURAL HEADER (2) ON T , OM; (2) ON SIDE Cer(ificate:ofAu 2'; NO TS END POST OR DOOR/ OP OR BOTT ; S C .. WINDO.W'FRAME POST 2"x2'i 2'.16 GA ANGLE CLIP - SECURE TO POST (EACH SIDE) 1-1/2' x 1=1)2" x 2" 16 GA CLIP TS NONSTRUCTURAL HEADER omas Bechtol, T5 BASE)WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO ( GA IF F •" 'n 9T�` ` NONSTRUCTURAL HEADER (4) #12-14 x 3/4 . SDF's;, (2) ON .' . ` i815 (12 GA IF ROLL -UP DOOR FRAME) . TOP OR BOTTOM. '(2) ON SIDE WITH (4 #12 14 x RAIL 0, C. 12 ROLL UP DOOR RAMS) Flodda Ucense N NOTE: AT ROLL-l1P DOOR (2).ON OP.; (2).ON SIDE // � .......c•.N• • • �(j. `� BE FLUSH WITOH RAIL END. TS WINDOW RAIL OR GIRT /ST SHO ULD,/�� c NG1� \ `` CLIP POST TO RAIL ONLY ON ' FOR VERTICAL SIDING OPTION I I I 1 I 1 SIDE OPPOSITE THE OPENING. VTS CONTINUOUS BASE RAIL NONSTRUCTURAL HEADER', WINDOW CAROLINA CARPORTS; ANC. POST TO RAIL, TRUSS CHORD, .OR E RAIL, OR GIRT.TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TT ' ND POST/BASE RAIL:CONN. NON-STRUCTURAL HEADER CONN'. DETAIL 5 4 Not To Sale J Not To Scale J Not To Scale BECHT.OL ENGINEERING ^�+ . RR ..' NTS AND TESTING,: In RR °"° N° G18001' easuuwo oxMgrw•x. ChRDWOM. uo Muikmus mIiwe warms - . �maw.mom'w 'wTO"� TB SHEET 4OF 6. . 0 NIPPLE TO 3/1/ V A A DBL. HDii ETC RAFTER DCT 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-1.4 x 3/4° SELF -DRILLING FASTENERS / 6" LONG NIPPLE r 2"x2"x2' 16 GA ANGLE CLIP SECURE EACH WITH ". LONG_TS NIPPLE 12 GA TS POST SECURE; TO POST AND (4) #12-14 x 3/4" 1!g• SECURE WITH (4) #12714 x 3/4" RAFTER WITH (4) #12-14 x 3/4" .. SELF -DRILLING FASTENERS r , SELF -DRILLING FASTENERS SDF's, (2) ON BOTTOM.; (2) ON -SIDE - ° i OR 2"x4.16 GA PLATE i_i � ' i r r� TS BASE RAIL TS END POST -SECURE TO EACH SIDE OF - POST/RAFTER CONNECTION - lol J _ - i � - --- — - - - - - - - 2 GA DOUBLETS HEADER - - - WITH (4) 012-14 x 3/4" SDP's, � (2) ON.POST, (2) ON RAFTER 2 GA T$.POST 3/16" NIPPLE TO DBL. HDR- . 3l167 NIPPLE TO BASE'RAIL RAFTER POST/BASE END POST/RAFTER CONK. DETAIL RAFTER.PO.ST/DBL. HEADER DETAIL- RAFTER POST/HEADER. DETAIL BAS_ E RAIL CONNECTION DETAIL Not To Scale 8 Not To Scale 9 Not.To Scale 1.[) N.ot To Scale 1-1/2" x 1-1/2" x 2" 16'GA.CLIP ANGLE SECURE TO RAFTER POST AND " TS RAFTER POST GABLE RAIL WITH (4)#12A4 x 3/4' SDFs, TOP AND BOTTOM ' NIPPLE TO 3/16'. ' 6" LONG TS NIPPLE • - RAFTER 'SECURE WITH (4) #12 z 3!4"SDP s S 74 2"x4" 16, GA PLATE (ONE REQUIRED) SECURE. TO EITHER SIDE OF TS RAFTER _ 12• LONG TS NIPPLE. POST/RAFTER CONNECTION SECURE POST TO NIPPLE WITH (4) #12-14' x'3)4':SDPs, 1-1/2e x 1-1/2° x 2°16 GA CLIP. ANGLE SECURE TO RAFTER WITH O 12 14 SDF's, -'� (2) ON POST, (2) ON RAFTER AND GABLE RAIL WITH, (4) 1-1l2" x 1-1/2' x2° 16 GA CLIP ANGLE TS LEAN-TO RAFTER #12-14 x 3/4".SDF%, (2) ON TOP, SECURE TO RAFTERAND GABLE i 1-1/2" x .1-1/2" x 2" 16 GA (2) ON BOTTOM RAIL WITH #12-14 x 3/4.°SDP's; CLIP ANGLE SECURE TO (2) ON TOP,.(2) ON BOTTOM RAFTER POST AND GABLE RAIL WITH (4) #12-14'x 3/4" SDP's (2):ON TOP, (2) ON SIDE TS GABLE RAIL °' 24" 16 GA U CHANNEL B . 2'k2"x2" 16 GA ANGLE CLIP' _ SECURE To. D4 TS RAFTER POST 6°tONG TS NIPPLE. 48" 6 GA - 1 U CHANNEL'B BRACE TO 14' POSTj . RAFTER WITH (4)'#1 x 3/4' - SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLES LC BE.MIN. 45° SDP's, (2) ON RAFTER, TO.NIPPLE WITH (4) #12-94 z 3/4" MAX.0 F TO FROM HORIZONTAL S T RAFTER POST' () ON POST GABLE RAIL TO RAFTER :POST SELF-DRILLINGTASTENERS - :: Ts PAFrER_POST CONNECTION -DETAIL . . POST / LEAN-TO.RAFTER.CONN. DETAIL Not To Scale GABLE RAIL TO RAFTER POST. �. RAFTER/ PO 3 • .... CONNECTION DETAIL. 12. - Not To.Scale • - .NotToScate l . .%.NotToScale- \``�\\1111111////// LICC BFcy--. N. BECHTOL ENGINE F* AND T T NC: �. :.O 605 WESTNEW YORKAbENUE 18 GAUGE FURRING DELAND,FLORIDA 327Z — .1-1/2" CHANNEL FASTENED Certificate ofA to TO EACH RAFTER WITH (2) #12-14'x 3/4° SDF r2f SPACED -NOT MORE THAN.46" O:C. 26.GA METAL ROOF. Thomas Bechtol, � i RIDA •• Flor(da License No. 38538 •� `V\� 2-1/4" FOR PANEL I \ FOR FRAMING //./ / / / ► 111111 \ \``\\ . 14 GA 16 GAUGE U-CHANNEL BRACE TS RAFTER FASTENED TO THE POST AND .7. RAFTER WIT H(2).#12-14k3/4•:SDFS AT EACH END PER BRACE) C/1tItOL:INi4 CARPORTS'INC. (a ROOF PANEL ATTACHMENT GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BRACE SECTION (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale Not To Scale BECHTOL ENGINEERING RR NTS�AND-TESTNG,.Inc. aEaa°: RR. °° —. : G18001 - CONSULTM G'EDnXHN VN. WOMOMWAL. AND W1F7WS TMMNG EMPHIM CeimFafe NA°EimtreEviNa°°0°518t: NS"GVFD. Tp . v -SHEET 5 OF 6 . SEE TABLE 1. OPENING FOR.SWINGING DOOR SHEET WITH NONSTRUCTURAL.HEADER IOF6 .4 q. . GIRTS s. a. E (Typical) 4 _ a, OE a 12' MAX OPENING FOR ROLL -UP DOOR WITH 4 __q NONSTRUCTURAL HEADER Wx A 4 TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE GIRTS (TYPlcal) 1-1/2" 18 GAUGE.FURRING CHANNEL FASTENED TO EACH.RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING' 6•-1 1-- FASTENER SPACED NOT 'MORE THAN 48" O.C. OPENING FOR SWINGING DOOR, WITH NONSTRUCTURAL HEADER s a SEE: . TABLE 1 SHEET- 1 OF.6. 8 5 10 s. s.- 3 0 e s. 54' 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER A. 4' a. 4 3 3 '4 a s .. OPENING FOR WINDOW WITH - NONSTRUCTURAL HEADER. LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL AND SPACING OF RAFTERS - (Also applicable to End WaRO . TYPICAL. POST/RAFTER/GIRT FRAMING PLAN. - NOT TO SCALE BOX EAVE: FRAME RAFTER ENCLOSED BLDG - VERTICAL'SIDES BOX EAVE FRAME RAFTER .UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING,DOOR ROLL UP DOOR SWINGING DOOR Asa Ilcatile As e11,...•.�,�t�i!!!�IIIIIIIIIIII�IIIIIIIiIIIIIIIiIIIluuiui�I���I�� � I �� I_..,�,�1����I��11(IIIIII�I�I�Illlhlllln�!nl�ll�►�� TYPICAL SIDE ELEVATION TYPICAL.END ELEVATION. NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION. NOT TO SCALE.'.' NOT TO SCALE S �. p�.• �►cENsF FC�y '� BECHTOL &�GI EERIN NF�YOAECoAND TESTING 605 WEST.38538 DELAND, FLO&I 3T�J20 ' Certificate of A hon n No. 54 �- - Tho as Bechtol,� •' Florida License No�,38 ' 'c�ORIDP . ••.��� '//ONAL ''�//illlll►�` j. CAROLINA CARPORTS; INC: GENERIC PLANS FOR USE IN THE STATE OF FLORIDA auo wre . ..5/10/18 BECHTOL ENGINEERING . RR GG NTS AND TESTING, Inc. caaUImio G106=1 -IkL D ivroamrtu. mm whiaus mrNG 64GDMM wcarFm RR. moaaa G78001 "o"°mT8 SHEET 6OF6