Loading...
HomeMy WebLinkAboutMetal Carport Installation Plan" ALLOWABLE. TABLE 1. FBC APPROVED PRODUCTS -LIST; .'MAXIMUM WIND SPEED . RAFTER FRAME,: END"POST. GROUND ANCNO AND PANEL FASTENER SPACING SPECIFICATIONS •' :. APPROVAL . �" Q PARTIALLY" AVERAGE FASTENER SPACING PRODUCT CATEGORY: _ SUB CATEGORY " MANUFACTURER EXPIRATION: :.-ON-CENTERS ALONG RAFTERS OR No 8r DATE. OPEN- ENCLOSED." :ENCLOSED ". DATE PURLI AND POSTS. OR GIRTS" . STRUCTURAL COMPONENTS ROOF DECK : CAROLINACARPORTS, INC.: . - FL6596.1-R6' _ :04/05/27. '180' 180; : 180", (INCHES) p ULTIMATE POSPACINGER " • ' 26' Gauge AG Panel . 12/1"5/20 . . : ". .." RISK' EXWIN D WNNDL WINDINTERIOR .- END " . EXPOSURE SPEESPEED STRUCTURAL -COMPONENTS ' 'STRUCTURAL WALL. CAROLINA CARPORTS, INC. FL6.702A-R6 " " _ 03/14/27 180 180 180 CATEGORY. CATEGORY (MPH) - (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS Gauge AG 26• :Panel:. . : 1.2/15/20 110 TO 150 89 TO 116: 5.0 6 6 FL 6702 3 R6 STRUCTURAL" COMPONENTS "STRUCTURAL WALL CAROLINA CARPORTS, INC. 03/14/27 NIA. . . 164 '. 143. . I C. Gauge'Dutch h Lap.Wall Panel .. 12/15/20 ". 26 c 151 .TO 180 117 TO 139. "" 4:0 6 6" . . ' N/A. STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR"SYSTEMS, INC.' " FL29622 ;1-R1. " 69/30/22.-. N/A N/A. NOTES: -1. Specifications applicable to,26 gauge metal roof and wall -panels fastened directly to 12 or14 gauge steel tube "framing; or18 " 16x8 Flood Vent " 02/28%21 . gauge hatchannel'roof purlins.; , 139 2. Specifications applicable only for"rnean roof height of 20 feet or less, and roof slopes of 7° to 27°. (1:5:12 to 6'12 pitch). Spacing FL1 996.3 2 "08/26/25 N/A 1 9 . EXTERIOR DOORS " ".. SWINGING ELIXIR DOOR AND METAL COMPANY. - requirements for other roof heights and/or.slopes may vary., -Series 402 14 02/28/21' 174 GROUNDANCH"OR SCHEDULE."-"" ' FL17996.5 R2 EXTERIOR DOORS', SWINGING ". .". ": : " . ELIXIR DOOR AND METAL COMPANY .' . - • 06/19/25 ', N/A 155' ' .SP ULTIMATETAL NS ;- .. Series 407 ... 2/28/21" " " iso ' . -110".'120TIM3 ND 50 E 160ED m1 0 180' ME AND DETAILS AND FRAMING AND FL 88:1 . ROLL -UP " ASTA INDUSTRIES INC: " -" 12/31/21 N/A. • 174 EXTERIOR DOORS 'FASTENER SPECIFICATIONS 12 Model'203 (12' Max: Width)" 02/ 09 /21 179 14 . 30' Anchor " FOR- CONSTR CTI N IN T TAT OF FLOR 04/05/27 " • N!A 1S4. OR CONSTRUCTION HE STATEFLORIDA FL16806:.1-RS.: etail EXTERIOR DOORS ROLL -UP ; • ''CAROLINA CARPORTS, INC. '� Steel Roll Up Sheet Door (12' Max. Width) ' - - 12/16l20 " .. .. 180 . PREPARED FOR: 18.. FL16806.2-R5 '04/05/27 N/A 1.60: t=-:. EXTERIOR DOORS . - " • ROLL -UP CAROLINA CARPORTS, INC. CAROLINA'CARPORTS; INC. 12/46/20. _ Steel; Roll -Up Sheet Door -. (8' Max. Width) - 20 48' AnchoP : - - : P.O BOX 1263 ' " '15 5 FL16806.3-RS 04/05/27' N/A, 133. . EXTERIOR DOORS ROLL -UP- " CAROLINA CARPORTS; INC. " " - 12/16/20 ' : - Steel Roll -Up Sheet Door -(16 Max Width) •, - �_ p" _ 24 " PREPARED 180 FL18806.4-R5 04/05/27 m 26' EXTERIOR.DOORS. ROLL -UP CAROLINA CARPORTS; INC:.. "..: N/A ..' 172 :- - BECHTOL ENGINEERING AND TESTING, INC.. /16/20 ' :. Steel Roll -Up Sheet Door- (10' Max. Width) 12 � . 28 605 WEST NEW YORKAVENUE � " 175 DetalCr, . .. FL17499.1-R8: 10/.17/23' N/A 157 -" 30 ' WINDOWS' SINGLEHUNG MI WINDOWSAND.DOORSs tion No • 11/27/20 faw Model �85SH " ; DETAILS 1C AND.1D SHOWN ON SFiEET.4'OF 6 " p NOTES:" " " 1. DOORS AND 1NINDOWS SHOWN MAY. BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR. MODELS, PROVIDED THE FOLLOWING CONDITIONS.ARE MET A:'PRODUCT SHALL. HAVEA.VALID.FBC PRODUCT.APPROVAL. . . . MAXIMUM POST SPACING FOR DUTCH LAP"154.0' B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER S INSTALLATION REQURIEMENTS. . . 00 2. FRAMING CONNECTIONS FOR"DOOR AND.WINDOW FRAMES REMAIN THE SAME. FOR SUBSTITUTED PRODUCTS.. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS.NECESSARY TC1 ACCOMODATE SUBSTITUTED PRODUCT. : " .. Z d. GENERAL NOTES:... I THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDLNG:MAIN WIN D.FORCE:RESISTING.SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE; OTHER. DESIGN IS HEIR.SINCLUDING BUT NOT LIMITED TO O 1 THIS;IS�TO CERTIFY THAT THE CALCULATIONS AND : • . " PLUM BING,.ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH -FLOOR.ELEVATIONAND SLOPE; OR OTHER LOCALZONINGREQUIREMENTSARETHE RESPONSIBILITY-OF.OTHERS: SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER; AND AR . THESE. STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK' CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS: IMPROVEMENTS. ACCORDANCE. WITH THE REQUIREMENTS OF SECTI ? NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING. DOORS, WINDOWS; OR OTHER COMPONENTS NOT LISTED:IN THE FEIGAPPROVED PRODUCTS LIST THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS,. ( THE FLORIDA BUILDING CODE, SEVENTH EDITION (2 26): INC.,:WHICHEXERTADDITIONAL.LOADS ON-THE=STRUCTURE SHALL BE ATTHE'OWNER'S RISK". BECHTOLENGINEERINGANDTESTING,INC.,SHALL. NOT BE RESPONSIBLE FOR STRUCTURAL-DAMAGEORFAILURE-DUETOT*HE APPLICATION OF ADDITIONAL LOADS.. �. 3• ,ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL' BE GALVANIZED OR:STAINLESS STEEL OR:ZING PLATED. 4• .ALLCOMPONENTS AND CLADDING SHALL BE INSTALLED_ACCORDING TO"MANUEACTURER'S INSTALLATION"INSTRUCT.IONS;_ AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY. THE FLORIDA BUILDING CODE (FBC}AT. THE'. ,M�� ��• '' � �.� y ..t;,1CG� LOCATION OF THE•BUILDING:WITHIN THE STATE OF FLORIDA..' 5• ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14 x"3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS` SHALL BE WELDED. NO, 90753 .•; BECHTOL'ENGINEERING AND TESTING I t . 6• CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM'GRADE 40. CONCRETE SLAB FOUNDATIONS: SHALL.BE'REINFORCED WITH 6X6-W1 AXW1 .4 .605 WEST NEW YORKAVENUE _ ' DELAND, FLORIDA 32720 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETICTIBER REINFORCEMENT COMPLYING WITH ASTM C1.11.6. .. A '• STATE 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 ®F AND/O.R CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC. TYPE GROUND ANCHOR REQUIREMENTS. i � ••..:. `ems . 8. CONCRETE ANCHORS SHALL -BE TAPCON REDHEAD LICIT 1/2" x 5" OR EQUIVALENT OR WEJ-ITANKR-TITE.MODELAT1252, OR SLEEVE ANCHOR -MODEL HSA 1260, OR EQUIVALENT.. ��o� 'Fill g. POST/RAFTER BRACING:- BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.. j0. SLAB FOUNDATION SUBGRADE SOILS SHALL BETERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R3.18.1 OF THE FBC SEVENTH EDITION (2020) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC CAROLINA CARPORTS, INC. SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. • GENERIC PLANS'FOR USE IN THE STATE OF FLORIDA" 11. 14 GA FRAMING: 2-1/2".x 2-1/2"-TUBE'STEEL (TS) WITH 2=1/4" x 2-1/4" TS.NIPPLES.' - 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES: ELo w e: 06/04/2021 ENCLOSED AREAS. REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF BECHTQC ENGINEERING' °""""' mkb ..'. s`"`E NTS' .12. OPENINGS SET WITHIN .1-FOOT OF THE HIGHER'OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE 1 FLOOD VENT PER AN _TES NR <NEb�o PRW, Ro: () lb G21001 - - ' - UE M10 MTTERU TE R CONSULTING GEOTELHN L,1L, EeiVIRON ST NG ENGMEE 5 EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. artmo.m dnleno,am o"Nn aomsan 'P-E°. TB SHEET 1 OF.6 .' f BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED' BUILDING— HORIZONTAL ROOF ROLL -UP DOOR .. SWINGING DOOR (As applicable] As applicable) ME BOW.FRAME.RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ENCLOSED LENGTH VARIES ..TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION- ' TYPICAL SIDE ELEVATION' . TYPICAL END ELEVATION'.. TYPICAL SIDE ELEVATION TYPICAL EN 'ELEVATION NOTTO.SCALE ' NOT TO SCALE NOT TO SCALE ' NOTTO'SCALE NOT TO SCALE NOT TO SCALE BOX EAVEE FRAME.RAFTER OPEN CARPORT:- HORIZONTAL', ROOF BOX•EAVE FRAME RAFTER. ENCLOSED. BLDG HORIZONTAL -ROOF BOX EAVE fRAME:RAFTER.UTILITY, BLDG - HORIZONTAL,ROOF- " FLOOD.VENT (As applicable) : . • ROLL -UP DOOR' SWINGING DOOR dROLL. UP DOOR' ;SWINGING' DOOR A I' 'bl A I' bl - - . ( S. app Ica e) - .: ( s app Ica. e) ENCLOSED LENGTH VARIES NOT TO SCALE NOT TO SCALE.' TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE NOT TO SCALE. NOT TO SCALE NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE BECHTOL ENGINEERING AND TESTING, ING .605 WEST NEWYORK AVENUE No.90753 '•1� DELAND, FLORIDA 32720. , a - STATE OF \\ 5 Ci4RO.LINA CARPORTS, INC. GENERIC PLANS. FOR USE IN THE STATE OF FLORIDA REID. O.TE', 06104/2021 BECHTOC ENGINEER/NG w� mkn ..LE:.NTs .AND.TESTING /nc. NG `IE" ED D, lb G210D1 CONSDTNG GEOTECHNIC ENVIRGVMEMM. MID YATER-SlESI1NG ENGINEERS ummmeaAwwmo, ea aarsam Appl— TB SHEET 2 OF 6' 26 GA. GALVANIZED METAL ROOF PANELS 26 GA: GALVANIZED METAL ROOF PANELS" 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS'PER MANUFACTURER'S, FASTENED TO RAFTERS PER MANUFACTURER'S -FASTENED TO RAFTERS PER MANUFACTURER'S TION TRUCTIONS INSTALLATION INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS 2 12 • 9 2 12 Q3 1 2S 18 GAUGE FURRING 6 .. q CHANNEL (PURLIN) :.. 2 .24"-16GAU-CHANNEL-BRACE 24", 16GAU-CHANNEL BRACE ' FASTENED TO RAFTER WITH _ FASTENED TO RAFTER.WITH (2) Al2-14 x 3/4'' SDF's AT . - w - . (2) #12-14 z 3/4" SDF.'s AT _ 24" 16'GA U-CHANNEL BRACE SEA E . EACH END (4 PER BRACE) '' _ EACH END (4 PER BRACE) - FASTENED TO,RAFTER WITH B E I _ u m w (2) #12-14 x 3/4" SDF's AT ' . SHEET w . .. . 24'. MAXIMUM RAFTER SPAN ON SINGLE RAFTER .: 6 . 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER EACH END (4 PER'BRACE 1 OF 6. ._ 'a ' >24' TO.30' RAFCD TER SPAN REQUIRES ATRUSSED RAFTER - - . t - >24'-TO 30' RAFTER SPAN REQUIRES A.TRUSStb RAFTER -AS .. .. .. AS SHOWN ON THIS SHEET _ - 4 t- SHOWN ON THIS, SHEET:, - d , ... O.XRAFTER'SPAN - .. 3 r F- - - - to _ V .> REQUIRES RAFTER ,2a TO AS SHOWN ON THIS SHEET _ w .. .p TYPICAL' TYPICAL INTERIOR.RAFT.EWPOS.T''. _AMINGPICALBOW.RAFTER INTERIOR RAF.TER/POST,FRAME SECTION = BOW.FRAME :FRAME SECTION -BOX. EAVE - HORIZONTAL ROOF. " � ' TYPICAL INTERIOR - N or-ro SCALE NOT TO SCALE . NO.TTO'SCALE ... , -RAFTER/POST.'FRAME. SECTION VERTICAL ROOF NOT TO SCALE - 1 ,1/2" 18 GAUGE'FURRI,NG CHANNEL"FASTENED . _LENGTH. VARIES DEPENDING:ON ' . ' , _ . LENGTH VARIES DEPENDING ON .' . TO EACH RAFTER WITH (2) #12,14 x 3/4".$ELF-DRILLING. .' NUMBER AND SPACING.OF RAFTERS. - NUMBER AND SPACING OF RAFTERS- FASTENER SPACED'NOT MORE THAN 48" O.C.' . . 6 . .. .. .. _ SEE . MAXIMUM SEE `FABLE 1 � - 4' FOR D.C. ..SEE SEE TABLE 1 SHEET SHEET ' ' VERTICAL ' s TABLE 1 TABLE 1 - 1:OF 6 1 OF 6 PANEL' J . SHEET - SHEET. 3 _ .. 1OF6 1-OF6':- 4 :. .. • � � � � LE VARIES DEPENDING ON NUMBER. ' ' ' . • .. 'AND SPACING'OF RAFTERS- , TYPICAL RAFTER/P.OST FRAMING PLAN - BOW.FRAME .. TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE '.. - :. _ TY CAL' P� TYPICAL BOX EAVE RAFTER GABLE END: FRAMWG.PLAN NOT TO SCALE - NOT TO SCALE .. - POST/RAFTER FRAMING PLAN . VERTICAL ROOF . NOT TO SCALE - NOT TO SCALE . SEE SEE. - TABLE 1 .- TABLE 1 OPENING FOR SWINGING SHEET 12. SHEET - . :..DOOR WITH NON-STRUCTURAL 7 1 OF 6 6. T OF 6 HEADER .. 5 .. 5 5 6 4. .. .. 4 .. - :2 .. - - - - 73 . _ 6 q .. .. 4 .. - . .. . 24 1Z MAX: OPENING• ROLL -UP DOOR ' .. - - - 6.. ' a q 'o 6. - FA - ZN�O 30 RAFTER q . ,FOR WITH STRUCTURAL : .- - .. 4 �w� F .. (2) #1 -SELF-DRILLING,. .. HEADER . .. won naw q SCREWS.AT EACH END - ' MAX. OPENING FOR -ROLL _ y� TUFX 'r�abEa (4 PER BRACE) 10" (TYPICAL). uP 000R WITH . 10 .' _: .3 .. q _ _. .3 .q- 6 .6 ,: 3. . NON-STRUCTURAL . - q. 1. 3. .. 3 - .. - - 1.. - .. ,.t. .. 6 .. HEADER q . A -+A - 4• 4 .: .4 .. .. q.. q. '. -.. ' . .. OPENING FOR WINDOW WITH. . NON-STRUCTURAL HE .. - ,. .. .. ROOF EXTENSION OPTION .. .. MAIN STRUCTURE .. - STANDARD LEAN TO OPTION ` `` .. .. :. 'AND WINDOW RAIL TYPICAL. SIDE WALL: OPENINGS.FRAMING PLAN .. Alsoa licabletoEndWaOs END.WALL OPENINGS'POST/RAFTE.R FRAMING PLAN �%`\1\lrl'I'Iir/,/�' _ /� g� . NOTTO.SCALE .. NOT TO SCALE N E AVE ER N APPLICABLE B EAT��......' NOT TO SCALE ' (BOX E RAFT 'SHOWN, ONLY STANDARD LEAN-TO IS APPLICABL OW -FRAM 4" 16 GA U-CHANNEL BRACE (5' TO T•POST) U io ' ' BECHTOL ENGINEERING A B�ESTIN � IN � e'e .. .. - = 18 GA CHANNEL BRACE 14' POST) 605 WEST , ((��,,I�1 . g07�� N o. .. FULL 6"-WELD .. BRACE ANGLE SHALL BE MIN. MAX.MAX45° FROM DELAND; FLORI DA 32720HORIZ BOTH SIDES 6" BOTH SIDES 4 � .• 33 OL e� OPTIONAL 24'=1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE, - OPTIONAL 24'-V TO 30' TRUSSED RAFTER -.BOX EAVE NOTTO SCALE FREESTANDING LEAN-TO FRAMING PLAN NOT -TO SCALE !� 9 CAROLINA CARPORTS; IN�; GENERIC PLANS FOR USE IN THE STATE OF FLORIDA FIELD WTE: 06/04/2021 BECHT OC E)VG/NEERjNG '"'cF mkb 50"•" NTS ANOZEST1NG, Ric. CHECgVSULTING 6EOTECNNKAy ENVIRDNNENTA4 AND YATERIAlS lESTWGENGiNEFA9 ED tb PROJ NOG21001 C°Mrtale dAWM" _N° ODD an ..API-1 TB .. .SHEET 3 OF fi NIPPLE TO 3/16" ' DBL:. HDR.' TS RAFTER POST' 6" LONG TS'NIPPLE SECURE EACH WITH (41 #12 14'x 3/4" �o SELF -DRILLING FASTENERS . •• _ 16 GAANGLE CLIP .. 6" LONG TS NIPPLE -'EX CH WITH - _ LONG.TS NIPPLE2"x2"x2" 'SECURE 12.GATS.POST SECURE TO POST'ANl) :. (4) #72 , 314 ' -DRILLING FASTENERS r WITH(4)#12=14.x3/4" 'SELF DRILLING FASTENERS . RAFTER WITH (4)'#12-14x3/4" . ,SELF - - i' SDF's,-(2).ON BOTTOM, o . (2) ON SIDE; . r r, OR. . TS BASE RAIL 2"x4" 16 GA PLATE- ' i' r i " SECURE TO EACH SIDE OF,' : 10.1 .. i'o 2 GA DOUBLE TS HEADER TS END.POST '. ".' . POST/RAFTER.CONNECTION LJ .., ..• WITH 4 #12-14 x 3/4" SD 's; O t= . z GA TS POST " ' 3/16" ' ' NIPPLE TO (2) ON POST,.(2) ON RAFTER ' l)BL. HDR - ' 3/16"' NIPPLE.TO BASE RAIL • RAFTER POST/BASE. - .... . .' END POST/RAFTER CONN DETAIL RAFTER POST/DB HEADER DETAIL ' :.' POST/HEADER DETAIL BASE RAIL CONNECTION DETAIL: .: .'.' . .RAFTER �' . ' Not To Scale ' Not.To Scale. Not Tti.Scale ' .'.'.. Not 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 #12-14 x.3/4" DE's ' NIPPLE TO 3/16" - 6" LONG TS NIPPLE' TOPAND BOTTOM : RAFTER . .SECURE WITH (4) #12 .14 ic'3/4" SOF's . .. PLATE (ONE REQUIRED) 2"x4" 16 .GA SECURE TO EITHER'SIDE OF „. . �_ 12" LONG TS:N PPLE. 7S RAFTER SECURE POST TO NIPPLE WITH (4) #72 14'x 3/4" SDF's; ' " „ " 1 1/2 x 1-1@ x 2 16 GA CLIP WITH (4) #12-14 �x 3/4" SDF's,' , (2) ON POST, (2) ON RAFTER ANGLE SECURE 70 RAFTERTS -AND GABLE RAIL•WITH (4).. - ' 1 1/2" x 1 1)2" x 2" 16 GA CLIP ANGLE • ' ,-� ... EAN RAFTER o #12-14 x 3/4" SDF's, (2) ON TOP, SECURE'TO RAFTER AND'GABLE ,_- • - 1=1I2"z 1-1/2" z 2".16 GA . (2) ON BOTTOM . RAIL WITH (4) #12.14 x 3/4" SDF's, -' (2) ON TOP (2) �ON.BOTTOM •' CLIP ANGLE SECURE TO 6" . L - RAFTER POSTAND GABLE.. RAIL WITH_(4) #12-14 x 3/4" SDF's (z) ON TOP, (2) ON SIDE . " TS,GABLE RAIL :: �° 2' x2"x2" 16 GAANGLE CLIP " 24" .16'GA U,CHANNEL BRACE (5' T.0 T POST) 'SECURE TO POSTAND • TS RAFTER POST - 6 LONG TS NIPPLE CHANNEL BRACE (8' TO 14' POST)' .. - RAFTER WITH;(4) #1.2 14 x 3/4" • SECURE RAFTER AND POST. TS GABLE RAIL BRACE'ANGLE SHALL BE IN.'45° .. SDF's 2 ON TO NIPPLE.WITH 4 #12'14x3/4" . TO MAX..60°FROM HORIZONTAL' TS RAFTER POST (2)-ON POST ' SELF -DRILLING FASTENERS . - GABLE. RAIL TO RAFTER POST. TS RAFTER POST CONNECTION. DETAIL . POST % L EA - CONN.- DETAIL 11A GABLE TO RAFTER POST RAFTE R .. .. 13 _ Not To Scate . .RAIL . CON NECI"ION;DETAIL ... :. Not To Scale . '. Not To Scale' . ' TS LEG POST . -TS.LEG POST' 1 1/2" 18 GAUGE FURRING CHANNEL FASTENED BECHTOL ENGINEERING AND N i ••'. g�T53 TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF TS RAILS TS POSTS : 605 'WEST NEW YORK AVENUE _ 2^ . SPACED NOT MORE THAN 48". O.C: 4 . 6 DELAND, FLORIDA .32720 a a =.. .. 64 2-1/4" FOR METAL ROOF 26 GA. . PANEL ' TS BASE:RAIL Pf gA�E ®� 12GAFRAMING : . �; .. ®R®®P pN 2-1/2" FOR . 1' Max. �' L� �: s\` - 14 GA.FRAMING. a lljl��\ . 1 � I I:l.! TYPICAL FLOOD -. • 16 GAUGE U-CHANN.EL BRACE TS RAFTER ' VENT FRAMING PLAN •' FASTENED TO THE POST AND ' AFTER WITH (2) #12-14 x 3/4" SDF'S NOT TO SCALE /�® �/1ROL1.N�4. CARPORTS, IIVC: ' AT EACH END(4 PER BRACE) ROOF PANEL ATTACHMENT 'FOR GENERIC PLANS 'USE IN THE STATE. OF. FLORIDA BRACE SECTION (ALTERNATE FOR VERTICAL ROOF PANELS) NotTcscale Not To Scale SEE GENERAL NOTE NO. 12, SHEET 1 OF 6. ° 06/04i2021 s aEcNTOC ENGi R/c NEEN " w� rnkb E NTS . - AND TfST/NG !qp CONSULTING GEOTE°"NCnL, ENVRgJMEMPl,,VI°MntERI"LBTESfWG EN°INEERs ' . ce 9c "tb v"a w.: G21001 .. .. .. c mucm"a"mlWixmlm N° °000sanA-6- ° TS SHEET 5 OF 6 . C A V.ER_T,._­­ SEE TABLE 1 ENING FOR.SWINGI NG DOOR WITH NON STRUCTURAL HEADER GEFU TO 1 1CHIRAFTER P H4x3/4LSELF SWINGING DOOR. OPENING FOR.SW N WITH NON-STRUCTURAL HEADER SHEET • WITH #G2 SELF-DRILLING.- EA O ILNG 7 10F6. FASTENER SPACED NOT MORE THAN 48" O:C'. 4 " GIRT$. IA (J GIRTS E .. .. .. .fi .. SEE. TABLE 1 9 E .. . . (TYPicap a a s o_ (Typical) q. .' '; SHEET' o 'S . ' s 5 q 4 s. ' � I ..1 OF 6 • 12' MAX. OPENING FOR � � 4 a : 3 3 .12' MAX: OPENING FOR OLL-UP DOOR WITH . ROLL -UP DOOR WITH " STRUCTURAL g 3 , NONSTRUCTURAL HEADER - 4 4- a 5. .� 4 q q. .. . .. TYPICAL END .._ _ .. .. _ .. .. . '. oNONISTRU TURALHEADER� .. . -, - WALL OPENINGS PO.ST/RAFTER/GIRT.FRAMING PLAN:,.. . LENGTH VARIES DEPENDING ONNUMBER AND WINDOW RAIL . NOT SO SCALE. AND SPACING OF RAFTERS ' (Also applicable to End Walls) . TYPICAL POST/RAFTER/GIRT FRAMING PLAN.'' ' NOT TO SCALE. BOX EAVE FRAME RAFTER ENCLOSED: BLDG - VERTICAL SIDES -..,'BOX EAVE FRAME. AFTER. UTILITY:BLDG — VERTICAL SIDES . ROLL-UP.DOOR SWINGING DOOR ROLL-UPAS1NI( (As -applicable) (As applicable) IDcab� sIa PIDOb ) ... II l - _ - - • ' ENCLOSED LENGTH VARIES 0. -- — _ - �Ir• e V. I l �,} FII•1 Ii i EERIN TES. BECHTOL ENGIN TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END: ELEVATION. 605 WEST NEW YORK A _ DELAND, FLORIDA 327 AVE NOT TO SCALE • . TO SCAL NOT TO SCALE � NOT. E E NOT TO SCALE . Af C�4R®LINe4.C�►RPO RTS;' INC. GENERIC PLANS FOR USE IN THE STATE:OF FLORIDA ' _ ,. .. .. .. .. _ SECHM. ENG/NEER�NG AND TESTING Ina FIELD oRA N rnkb .. 06/04/2021 NTs . . DReDFED tb M D 1321001, ' " - - CCNSULTINGGEGTECMICALEWRMMEWI MDMATERIKSTESDNDENGINE S LeNI ele tiANlmxetim No-000D54R . TB SHEET 6 OF.6 .