The URL can be used to link to this page

Home My WebLink AboutCARPORT INSTALLATIONFBC APPROVED PRODUCTS LIST: GENERAL NOTES: 1 THESEPLANSPERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM COMPONENTS AND CLADDING QA _ MAX• DESIGN AND BASE RAIL ANCHORAGE. OTHER DE INCLUDING INCLUDING BUT LIMITED TOPLUMBING, ELECTRICAL, INGRESS/EGRESS, PRODUCT SUB CATEGORY MANUFACTURER APPROVAL EXPIRATION ALLOW. PRESSURE PROPERTY SET -BACKS FINISH FLOOR ELEVATION , . FL AT SLOPE, OR OTHER LOCAL'ZONING:REQUIREMENTS ARE THERESPONSIBILITY OF CATEGORY . N o: 8 DATE WIND . OTHERS. (Psif) SPEED 2 THESE STRUCTURES ARE DESIGNED ASNON-HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING STRUCTURAL'COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 ' 04/05l27' ' 980 +57:3 /-62:5 DEAD LOAD, OF THE STRUCTURE AND APPLICABLE LIVE -AND WIN..D.LOADS IMPROVEMENTS.NOT SPEGIFICALLYADDRI SSED HEREIN, LIST S SHEET),.AND T 26;Gauge AG Panel - .10/10/17 PROVIDED AN (INSTALLED. BY CAROLINA CAR ORTS, NC ; WHICH EXER ADD TIONALPLOADS ON THE STRUCTUREROVEUPRODU ( SHALL BE AT THE STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 : 180 +57.3 / -62.5 OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BERESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS: 26. Gauge AG Panel 16116/17 . 3. ALL STEEL TUBING-SHALLBE-5ORSI GALVANIZED-STEEL.-ALL-FASTENERS:SHALL BE GALVANIZED OR STAINLESS STEEL. STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381..1-R2 66/27/19 N/A N/A 8x16 Flood Flap 10/03/17 4, ' , ALL COMPONENTS AND CLADDING SHALL BEINSTALLED ACCORDING TO MANUFACTURER'S.INSTALLATION INSTRUCTIONS. EXTERIOR DOORS:' .' SWINGING ELIXIR DOOR ANDWETAL COMPANY- ` _ : FL17996.3-R1 12/63/18 :. 139 +40.0 / -40.0 5 . ALL FIELD FRAMING CONNECTIONS SHALL BE # 2- 4 S 14 z 3/ " ELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER ALL SHOP Series402A4 01/29/18 :. FRAMING CONNECTIONS SHALLBE WELDED. EXTERIOR DOORS. SWINGING ELIXIR DOOR AND METAL COMPANY .. ,. ' FL1I996,5-R1- ' .. 09/14/20 170 +40.0 / -45.0 INIMUM COMPRESSIVE STRENGTH. OF 2500 PSI. AT 28 DAYS.. FOAdN - G. STEEL SHALL E .Series 407 ' .. .. _ - "' . 01 /29/18. :. _ . .. .. - ,i 6 M NIIMUM GRA EL OF CONCRETE SLAB•FO NDATIONS SHALL E REINFORCED WITH 6X6-W1 .4XW11.4 WELDED WIRE FABRIC EXTERIOR DOORS ROLL -UP _ AST A, INDUSTRIES INC. ' FL8888.1-R5 : - 12/31/18 : - 180 +.. 55.8 / -55.8 .' . : 5, WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM"C1116. Model 203: .10/06/17 : . BASE. RAIL GROUND ANCHOR•REQUIREMENTS• ONE WITHIN 6° OF EVERY POSTLOCATION, AND BOTH 7H SIDES OF OPENINGS WHERE ' WINDOWS' SINGLE HUNG . MI INDOWS AND. DOORS . W FL17499.1=R2 1017/18 / 18 0 + 55.0 f-55.0 BASE•RAIL ISABSENT..GROUND"ANCHORS ARE.NOT REQUIRED FOR CONCRETE FOOTING AND%OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCIiOR SCHEDULE (THIS SHEETj,FORSPECIFIC TYPE GROUND ANCHOR REQUIREMENTS: Model 185 SH 12/29/17 : 8. . CONCRETE.EXPANSION ANCHORS SHALL BE WEJ IT ANKR TITE MODEL A - -T7252, OR SLEEVE ANCHOR MODEL HSA 1260, O R '• . TABLE 1=. .. , . EQUIVALENT. =-- - RAFTER FRAME, END POST GROUND ANCHOR AND PANEL FASTENER -SPACING SPECIFICATIONS 9. POSTlRAFTER BRACING: BRACE ON'EVERY POST/RAFTER CONNECT ON, EXCEPT FOR END WALLS: . - AVERAGE FASTENER SPACING " 10. SLAB FOUNDATION.SUBGRADE SOILS SHALL BE. TERMITE TREATED.AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R3181 ON -CENTERS ALONG RAFTERS OR CODE SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION-1816.1 OF THE FLORIDR B.UILDIN:G CODE SIXTH „ . .. . . :PUS LINS, AND'POSTS.OR GISTS ' EDITION (2017) -.BUILDING MINIMUM ALLOWABLE FOUNDATION SOIL' CONTACT BEARING PRIES 2;0 P oo PsF iS ASSUMED. WIND .. ULTIMATE NOMINAL MAXIMUM .. POST /RAFTER (INCHES). Al.11. 14 GAFRAMING: �2 1/2' x 2 1/2" TUBE STEEL S WITH 2 1/4" x 2 1% "TS NIPPLES. - - - 4 -1fir x 2-114" TS WITH T x 2" T3 NIPPLES. RISK EXPOSURE' . WAND SPEED - WIND SPEED SPACING INTERIOR J. --END- CATEGORY .. .' CATEGORY. .. (MPH) ... (NIP") (FEET); POSTS%RAFTERS .. POSTSIRAFTERS ..V �1+0"T 150 �89 O W6� .---5 0-�- ._o� 6 6 ST. LUCIE COUN �CANN�� I. CSV - --� BUILDING DI -O 151. TO 180 ' - �117. TO 139 4,0 . :.6 6 ... : .. . REVIE FOR, CO LIA �a�f LUI;IG C®lll`1'L'�/ NOTES: 1. Specifications applicable to 26 gauge metal roof and'wall panels fastened iiirectly to 12 or 14 g' x,steel tube framing, or.18 gauge hat'REVIEWED BY. channel roof purlins. - .. DATED THIS. 18 TO CERTIFY THAT THE i:ALcULATiONS AND 7.. ; .. SpecficaLons applicable only for mean roof height of 20,feet•or less, end roof slopes'of.7°• ° to 27 (1.5:12 to 6:42 pitch): Spacing- PLANS AND PE MIT SRECIFICATIONS HEREIN HAVE BEEN BY -THE PREPARED requirements forother roof heights and/or slopes ma' .Vary. .. MUST BE KE PT ON O OR B D PROFESSIONAL ENGIN IN EER, DARE ACCORDANCE WITH THE,REQUIREMENTS OF SECTION 1 609 OF N.O'INSPECTION WIL 'BE MADE THE. FCORIDABUILDINGCODE;:SIXTHEDITION {2077):.THE PLANS .. .. - ARECODEALID UNTI L'THE'NEXT REVISION OFTHE FLORIUA BUILDING" " 11 l lH leF ;*THESE PLANS ��AND ALPRPO�R, QS..•.......0 ARE UEJ�CT TOANY COREiE METAL CARPORT INSTALLATION PLANS AND DETAILS: REQUIRE6..0Flu (IJSPECT®RS T%�IT. , ' EEO %8538 T�: ' � G',INC. A2 . ..CTI ONS is N RK �e� Ndle oLAu �A'3tion No. DEIA AND: Y�E I+tEC �AR'(l�d @RDER TO : FRAMING-ANDFASTENER SPECIFICATIONS COMPLY WITHg.L PLICA CODES' GON ED FASTENERS ATTACHMENTS mas .:. ; ` - FOR'CONSTRUCTION IN THE Florida Llc e: STATEOF FLORIDA CAI. STELAE S OR RED FOR: RESPONSIBILITY OF THE.: ��1� l 1 NAl PREQA ARE THE RECEIVED CAROLINA CARPORTS, INC. CONTRACTOR OF RECORD P.O.:BOX 1263 DOBSON, NORTH CAROLINA 27017 CAROLINA CARPORTS, :INC. OCT 16 2018 PREPARED BY ST. Lube:Counky, Per►ltitog BECHTOL.ENGINEERING ANiDJIFSTING, INC. GENERIC PLANS FOR USE IN THE-STATE'OF FLORIDA 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) -- a ENCLOSED LENGTH VARIES —_— TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX PAVE 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 (As applicable) (As applicable) ROLL -UP DOOR 'SWINGING DOOR (� aPPlicable) (As applicable) or -T1PICALSIDEEEV�_iLE�TYPICAL SIDE ELEVATION TYPICAL END ELEVATION _ TYPICAL END ELEVATION NOTO SCALE ' TO SCALE '!�j\� SNOT TO SCALE NOT TO -SCALE CAL SID E DE: ELEVATION t_ 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 -UP DOOR SWiNGING.DOOR ROLL -UP DOOR SWINGING DOOR (As.appllcable). (Asapplioable) (As applicable) . (As applicable) 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 SJJAEj 1 1 ► / / �''' BECHTOL �TIEERING'AND TESL G, INC. 00$WES�fE KAVENUE DELANO,ZCRID4.32720 N�IO. 36538 Ceitifigt6_Of uth Don N&0692 Thomas iBe OF Florida ces Llcen CAROLINA/ kfi, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION e/tata NOT TO SCALE NOT TO SCALE NOT TO SCALE V BECHTOL ENGWEER/NG RR. " NTS AND.7ESMG, Inc. RR °RQ — 618001 taautnio rfoimooau. Einmormewra an. wmeas mrwo wewms cm�mmm wa000as�sx "°°"° `rk TB SHEET 9 OF 6 26 GA. GALVANIZED METAL ROOF PANELS -2 6 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 P.URLINS PER MANUFACTURER'S —INSTALLATION-INSTRUGTIONS - - - NSTALLATION INSTRUCTIONS 1NSTALLATION-INSTRUCTIONS- 2 12 Q3 2 12 Q3 1-112"..18 GAUGE FURRING 11 5 4 4 CHANNEL(PURUN) - 2 " 24.16 GA U-CHANNEL BRACE 24.18 GA U-CHANNEL BRACE 4 - FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH (2) #12-14 x 314" SDF's AT (2) #12-14 z 3/4' SDFs AT F 24.16 GA U-CHANNEL BRACE EACH END (4 PER BRACE) z EACH END (4 PER BRACE) . _ FASTENED.TC RAFTER WITH SEE :. .. J w (C12 .3 =14 x /4- SDF's AT AK�1 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER. - -24' MAXIMUM F AFTER SPAN ON SINGLE RAFTER BTABLE H END (4 PER RACE) 1 OF 6 o ?24' TO 30'"FtAF-TER SPAN REQUIRES A.TRUSSED RAFTER 1 . >24: T0. 30' RAFTER SPAN F QUIRES A TRUSSED RAFTER - 1" J -" _ ' - AS'SHOWN ON THIS SHEET . AS -SHOWN ON THIS SHEET. - "24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER — >24' T030' FiAFFER SPAN REQUIRES A TRUSSED RAFTER 1 '� •� .�--- - _ - _ _ p AS SHOWN ON THIS SHEET. -RAFTER TYPICAL TYPICAL INTERIOR RAFTER/POST INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME FRAMEiSEC�TiIQN BOX EAVE - HORIZONTALrROOF TYPICAL Bow W FTER G ABLE END FRAMING PLAN NOT TO SCALE . - NQT TO=SCME TYPICAL INTERIOR NOT TO SCALE: - RAFTER/POST FRAME SECTION - VERTICAL ROOF' NOT TO SCALE 1-1L2" 18 GAUGE FURRING CHANNEL FASTENED LENGTH -VARIES DEPENDING ON ' LENGTH VARIES DEPENDING ON TO EACH RAFTER WfTH (2) )t12=14 x 3/4' SELF-D ILLING NUMBER AND SPACING OF RAFTERS NUMBER AND SPACING OF RAFTERS FASTENER:SPACED NOT. MORE THAN 48" O.C: . 11 1�6' SEE _ SEE TABLET - - - SEE' SEE TABLE 1 SHEET TABLE 1. '. TABLEA SHEET 1OF:6" 1 OF6' SHEET'. SHEET' 3 LENG VARIES DEPENDING ON NUMBER AND SPACING OF'RAFTERS TYPICAL RAFTER/POST FRAMING PLAN,- BOW FRAME —TYPICAL RAFT_ ERIPOST FRAMING PLAN -"BOX EAVE TYPICAL' TYPICAL BOX EAVE RAFTER GABLE END FRAMING -PLAN. NOT TO, SCALE . NOT TO SCALE _ POSTIRAFTER FRAMING:PLAN : VERTICAL ROOF:-- NO T. TO SCALE NOT TO SCALE SEE. SEE TABLE 1 TABLE 1. OPENING FOR SWINGING SHEET 1Y SHEET .' DOOR WITH NON STRUCTURAL . 7. 1 OF 6. _ 5 1 OF6 ' HEADER. • : 5 s 9. .5 6 .4 6- _q - .. 4 .4 _ .. 4 _ 5 17 MAX.OPENING. - ' 5 . . q ," _ _ .24' 16 GA U-CHANNEL BRACE 2, . FOR ROLL -UP DOOR 4 4' FASTENED TO RAFTER WITH _ 4 _ WFTH STRUCTURAL " " � ? w5 aDOOR 6 - 2 #12-14 X 3W SELF -DRILLING • HEADER - " MAX OPENING FOR rlo<L 4 _ SCREWS AT EACH END " 10' (TYPICAL) ,12' RO"P DOOR WITH F (4 PER BRACE) - 104 3 4 6 . 5 - 4, NONSTRUCTURAL 4i- 5 4 4 4. 4 4 - 4 HEADER. '4 A A, 4 •4 4 "4 4 - OPENING FOR WINDOW WITH ,. .. .. .. - .. . NON-SUCTURAL HEADER T ROOF EXTENSION. ON IOPT MAIN TURE ST��4�gq N�7P��; ION TYPICAL SIDE WALL OPENINGS FRAMING -PLAN .. (Also a�unblet w�ao j END WALL OPENINGS POST/RAFTER FRAMING PLAN CAL LEAN TO O G PLAN (BOTH TYPICAL LEAN-TO OPTIONS FRAMING TH OPTI Not TO SCALE NOT To SCALE N ( IS OT TO SCALE SOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN TO AP 80 EFNR/Nd R 24' 10 GA U-CHANNEL BRACE (5'Tor POST) BECHTO� [ ERING AND TESTINGINC� 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) 605 WEST - YORj(AVENI�� %3853a FULL 6' WELD BRACE ANGLE SHALL BE MIN: 30' TO MAX. 45" FROM HORIZONTAL ' DELAND, FLBRIDA 32720 . Certificate lion 2 BOTH SIDES „ FULL 6" WELD of3u — 6• BOTH SIDES 7WW 6- 2-7/7, Thomas Be Ito .. 7b Air Or FlolclaLlcen 5 WELD ALL WEB CAROLINA �'A(RR.60t�S, INC. CONNECTIONS, WELD ALL WEB BOTH SIDES CONNECTIONS, ; 4 GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BOTH SIDES 5/10118 FREESTANDING. BECHTOL ENGINEERING G RR `"r NTS - OPTIONAL 24'-1" .TO 30' TRUSSED. RAFTER:' 601N .. , ,AND7FsnNG,,nw OPTIONAL 24'-14 TO 30' TRUSSED RAFTER - BOX SAVE.MV FRA MING-PLAN ',vm '�� RR .: '"_° �_ G18001 NOT TO SCALE NOT TO SCALE. . NOTTOSCALE u URDU$ 7EMM.E PW5 . TB . SHEET.B OF 6 INSTALL 1/2'x MINIMUM 5-1/2" EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 51/2° EXPANSION THROUGH BASE RAIL WITHIN 6. OF EACH RAFTER DRILL 5/8" HOLE THROUGH THE 2' WASHERS DRILL 5/8' HOLE THROUGH THE ANCHOR THROUGH BASE RAIL WITHIN 6° 2"WASHERS POST ALONG SIDES AND WITHIN 6' OF EACH END BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO _ OF EACH RAFTER POST ALONG SIDES WALL POST ALONG END WALL SECTIONS _ _ _ _ _ , __ _ ANCHOR EYE WITH 1l2' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1!2' DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL THROUGI•f-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 MINIMUM 2-1/2" EMBEDMENT MINIMUM 2-1/2' EMBEDMENT EYE ANCHOR _ . 5/8' ROD 4t3' LONG. ' WITH 6' HELIX 12" OR 5/8• ROD 6D'.LONG_ (SEE GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, � MINIMUM 4" . WITH 7' HELIX, _ _5/8' ROD 30' LONG- _ _ __ SCNEDULE,SIEET 16 F 6, - - -- AS APPLICABLE FO.RAPPLICABILITY)- WITH DBL 4" HELIX FOR APPLICABILITY) CONTINUOUS 4' CONCRETE PAVEMENT MONOLITHIC CONC: FOOTING (2500 PSI MIN.) REINFORCED WITH.2 N's CONTINUOUS r . CONCRETE BASE RAIL ANCHORAGE CONCRETE. BASE RAIL ANCHORAGE 1A �B' Not Tos�ale (OPTIONAL: OPEN CARPORTS ONLY) 1C BASE RAIL DEEP -ANCHORAGE BASE RAIL ANCHORAGE �j Not To Scale / :: • Not To Scale - ��D �Not_�T �aSeal"�'e l�_ , DRILL5/8'.HOLE THROUGH THE 2' WASHERS 24" 16 GA U-CHANNEL BRACE (5' TO T, POST) BASE:RAIL AND SECURE.TO TS BOW RAFTER Q' LONG TS:NIPPLE ANCHOR EYE WITH 1/Y DIAMETER 48' 16 GA U CHANNEL' BRACE' 8' TO 14' POST) TS CONTINUOUS BRACE ANGLE BE.MIN.'45° SECURE POST TO NIPPLE THROUGH=BOLT BASE RAIL TO MAX- 60° FROM HORIZONTAL NO SCREWS WITH (4) #12?14 x 3/4' SDPs REQUIRED. NIPPLE TO .' 3/16' IN BOW_ BEND 5' RAFTER 4' 16 GA U-CHANNEL BRACE (T TO T,POST) TS RAFTER 48' 16 GA U-CHANNEL BRACE (V TO 14' POST) TS RAFTER POST %&1/2" BRACE ANGLE SHALL BE MIN. 45°. ' TO MAX. 60° FROM HORIZONTAL NIPPLE TO 3/16" BASE RAIL (SEE GROUND ANCHOR b " MINIMUM4• SCHEDULE,SHEETIOF'6, TS CONTINUOUS BASE RAIL •FOR REQUIRED ANCHOR) 0 3• 6' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12=14•x 3W SDPs 3' 6?.LONG TS NIPPLE CONTINUOUS 4• SECURE RAFTER AND POST TO Zr NIPPLE WITH (4) #12-14 x 314' CONCRETE ,PAVEMENT TS RAFTER POST TS RAFTER POST SELF -DRILLING FASTENERS " EYE ANCHOR BOX E POST/BASE RAIL CONN. DETAIL B OW. �°` of AVE RAFTER/POST: DETAIL B FTER/POST DETAIL J. 1E CONCRETE BASE RAIL ANCHORAGE.' NotTuScale' 2B Nut To Scale N To Scale Not To Scale (OPEN CARPORTS WHERE SCAB EDGE DISTANCE NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 16) ) TS POST \ (12 GA IF ROLL -UP DOOR FRAME .�`� S R' H \ • \\ P• • � EN • �` � 2"z2"x2"16.GAANGLE CUP SECURE TO POST AND TOP -OF BECHTOL EERING AND TESZ TS RAFTER POST HEADER, OR BOTTOM OF WINDOW . 605'WESIZ Ol2X-A UE ,IBC. TS TRUSSED RAFTER CHORD, RAWGIRT. WITH (4) #12-14 x 3%4' SDPs. DELANDAbRIDa 32720 NO. 3853a OR NONSTRUCTURAL HEADER {2):ON TOP OR BOTTOM, (2) ON SIDE Certificat6vfAuth lion No 5492� TS END POST OR DOOR/ 7� _ WINDOW FRAME POST . 2")2 k2° 16.GA ANGLE CLIP . SECURE TO.POST (EACH. SIDE) 1-1/2' x 1=1/2' z 2' 16 GA CLIP O TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH AN E SECURE TO GL NONSTRUCTURAL HEADER (4)#12-14 x 3/4' SDPs, (2) ON POST AND BASE RAIL . ( L-U R F OP�..•�` TS NON-STRUCTURAL HEADER. Thomas Be o ' � $TA 12 Gi4 IF ROL P DOO FRAME) Florida Licen �596• F 12 GA IF ROLL-UP'DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WRH (4) #12-14-x:3/4" SDF's, / ' • • • • • •' \ NOTE- AT ROLL -UP DOOR (2) ON TOP, (2) ON SIDE , G OPENINGS POST'SHOULD.. ONAi TS WINDOW RAIL OR GIRT lllll BE FLUSH WITH RAIL END. FOR VERTICAL SIDING OPTION CLIP POST TO RAIL ONLY..ON SIDE OPPOSITE THE OPENING. TS CONTINUOUS BASE RAIL POST TO RAIL; TRUSS CHORD, OR NON-STRUCTURAL HEADER, WINDOW RTS, INC. CAROLINA CARPO NON-STRUCTURAL HEADER CONK. DETAIL �� END POST/BASE RAIL C.ONN. RAIL, OR -.GIRT TO POST. CONN: DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORMA 4 Not To Scale Not To Seale S/1 0/18 Not rosple BECHTOL-ENGINEERING, RR . � NTS ' AND TESTING, Inc., - o suimm ®mww.'VNMMMMEM, ism wauaus =s NG Excwaxs RR' G18001 . c.�aawmms�m """0°E°`.TBSHEET 40F8 2"x2°a 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x, 3/4' SDF's, (2) ON BOTTOM, (2) ON SIDE OR 25c4° 16 GA PLATE , ___NIPPLETO 3/.16" DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS 1FTER POST 6" LONG ,TS NIPPLE SECURE EACH WITH. (4) #12-14 x 3/4° SELF -DRILLING FASTENERS TS NIPPLE IRE �12 GA TS POST IRE WITH. (4) #12-14 x 3/4° -DRILLING FASTENERS 1 i4 TS BASE RAIL SECURE TO EACH SIDE OFi poi -- 2 GA DOUBLETS HEADER on TS END POST POST/RAFTER CONNECTION LJ LJ WITH (4) #12-14 x 3/4"'SDFs, (2) ON. POST, (2) ON RAFTER 2 GA TS POST 3/16" NIPPLE TO . DBL. HDR. 3/16° NIPPLE TO .. .. _ - BASE 'RAIL - RAFTER, POST/BASE. END. POST/RAFTER CONN. DETAIL $ RAFTER POSTLDBL: HEADER DETAIL 9 RAFTER POST/HEADER DETAIL �o BASE RAIL CONNECTION DETAIL J Not To Scale Not To'$cale . ; Not To Scale Not To Scale A 1-1/2"'x 1-1/2° x2" 16 GCLIP ANGLE - - SECURE TO RAFTER POST AND TS RAFTER POST GABLE'RAIL WITH (4) #12 14 x 3/4"SDFs, TOP BOTTOM NIPPLE TO 3/16'" " 6° LONG TS NIPPLE RAFTER-1 SECURE WITIi (4) #12 4 x 3/4' SDFs 2°x4° 16 GA PLATE (ONE: REQUIRED) SECURE TO EITHER SIDE OF: T ,. S RAFTER 12" LONG TS NIPPLE. POST(RAFfER CONNECTION 1-1/2",x 1,1/2' x 2" 16 GA -CLIP SECURE POST; TO NIPPLE . WITH 4 #12-14 x 3/4" SDFs, - ANGLE SECURE TO.RAFTER' 1 - )ON RAFTER WITH (4) # 2 14x 3/4SDFs, ON POST (21=1/2°x 1-1/2" x 2" 16 GA CLIP ANGLE TS LEAN-TO RAFTER AND GABLE -RAIL WRH (4) SECURE TO RAFTER AND GABLEV.(?) #12-14 x 3/4' SDFs, (2) ON TOP, �. 1-1/2". x'1=1/2° x 2" 16 GA (2) ON'BOTTOM CLIP ANGLE SECURE TO RAIL WITH.(4) #12-14.x 3/4 .SDFs, (2) ONTOP, (2) ON BOTTOM RAFTER POST AND GABLE ° i 6" RAIL WITH (4) #12-14 x 3/4" SDFs ° (2) ON TOP; (2) ON SIDE TS GABLE RAIL 24° 16 GA U-CHANNEL BRACE (5' TO T POST). 2"x2"x2° 16 GA ANGLE CLIPSECURE TS RAFTER POST 6" LONG TS, NIPPLE " 48" 16 GA U-CHANNEL BRACE_(8' TO 14' POST) TO POSTAND - RAFTER WITH S ANb#1�-14 x 3/4' TE CURE RAFTER AND POST . TS GABLE RAIL' BRACE_ANGLE SHALL BE MIN. 45° SDFs; (2) ON RAFTER, O NIPPLE' WITH (12-143/4° SELF DRILLING . - FASTENERS- O MAX. 6U° FROM HORIZONTAL T POST TS RAFTER PO T (2) ON POST GABLE RAIL TO: RAFTER POST TS RAFTER CONNECTION DETAIL SIDE. A E EXTENSION POST /.LEAN=TO RAFTER CONN. DETAIL Not To Scale E RAIL TO. RAFTER POST:. FT ER/POST. DETAIL 13 ' ' .. C N N ECTI ON:DETAIL. O . ? NcYTo Sale .Not tale To S .. - • - Not To Scala - III/�+/ RHe // .. /1 . BEC INEERING AND ES C. T �N. 605 �ou� 538 '. 1-112" 18 GAUGE FURRING CHANNEL.FA$TENED cE �FLORIDA. TO EACH RAFTER WITH (2) #12-14 x 3/4° SD.F 2" SPACED NOT MORE THAN 48" O.C. Ai 41. ":& . - - - 2-1/4'FOR 26 GA. METAL ROOF PANEL' - : homas Bee Flodda.Llc�Os 12 GA FRAMING "RAMING .. . 14 GA //'9,ONAL 1I•IIII � 16 GAUGE U-CHANNEL BRACE TS RAFTER FASTENED TO THE POST AND RAFTER EACH END( 4x3/4"SDP's AT EACH END (4 PER:BRACE) CAROLINA. CARPORTS INC. ROOF PANEL ATTACHMENT � BRACE SECTION (ALTERNATE: FOR VERTICAL ROOF PA GENERIC PLANS S FOR USE IN THE STATE .OF FLORIDA Not To Scale a . Not To Scale 5/10118 BECHTOL ENGINEERING . °� RR . °�' ' NTS . AND.TEST/NG, Inc. ' o.rn: RR. - %1°L11 Gumvew. =WLTM cimia. DfXW 09A6 Aim UMMUs MUG ENNaas - `°""°° TB SHEET. 5 OF 6 SEE . TABLE 1 SHEET OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER 1-1@' 18,GAUGE FURRING. CHANNEL FASTENED TO FOR SWINGING DOOR 7 1 OF 6 EACH RAFTER WITH,(2) #12=14 z 314' SELF -DRILLING [OPENING WITH NON-STRUCTURAL HEADER FASTENER SPACED, NOT MORE THAN 4W O.C.:' GIRTS T 5 a . e c9 E GIRTS 6 SEE TABLE 1 v (TYPl q . q 6 (TYPical) a SHEET 0 s 6 q. a. 6 1 OF6.q . ' q "3 3. v. IZ MAX. OPENING FOR 77 ROLGUP DOOR' WITH P MAX OPENING FOR 'ROLLrUP 5 4 NONSTRUCTURALHEADER q e.. 1. 3 t0 DOORWITH :. q 3 a' - a' .. q 'A . A' 4 q 4 5 STRUCTURAL HEADER q q ' TYPICAL END, - - - - - - - .OPENING FOR WINDOW OPENINGS POST/RAFTER/GIRT.FRAMING PLAN NONSTRucTURA1 HFJIDER. NOT TO SCALE LENGTH VARIES DEPENDING ON NUMBER : AND WINDOW RAIL AND SPACING OF RAFTERS (Also applIiable to End Wags) TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO'SCALE- 71 — YTI7 1AIR111 I fil II II 'ITlilli�— IIIIIIIIII I'I �� `' 'o" •n'�� I. ENCLOSEDLENGTH VARIES —= IR1IItII111N TYPICAL SIDE' ELEVATION . TYPICAL END -ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION :. TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE " BPS ,......, F�, •, vICENS BECHT% EERING AND TEST•I 605 WEST -NEW YQRK AVE 36538 DELAND,11ORIDA 32720 Ceocat"f PikithAiation. No 11 7�. Limas eeefj}o Florida.Llcen • '�CORIDP.-'��.\�� CAROLINA CARPORTS, INC. GENERIC PLANS FOR -USE IN THE STATE OF FLORIDA 5/10/18 BECHTOL ENGINEERING , ' RR : ' NTS w/ . .AND TESTING, lne, .. weavtivMG GcmEoo+aL OMMKIoau, AM M�iws TE MG uraoaats °�"�" RR R Q G18001 w�e•rNnvNalawomo31G1. ""�"�TB - - :SHEET. 6 OF