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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS T _ MAXIMUM ALLOWABLE WIND SPEED QA APPROVAL EXPIRATION PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 180 ISO 26 Gauge AG Panel 10/10117 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 0311427 180 180 180 26 Gauge AG Panel 10110117 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 0927119 WA NIA WA Bx18 Flood Flap 10103117 I EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 09/1420 WA 156 138 Series 402-14 0129118 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL77996.5-111 09/1420 WA 165 147 Series 407 0129/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL6888.1.RS 12/31/19 WA ISO 174 Model 203 (12' Max. Width) 10/06117 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R2 1111120 WA 158 138 Steel Roil Up Sheet Door (1Z Max. Width) 01110/18 r WINDOWS SINGLE HUNG MI WINDOWS AND DOORS - FL17499.1-114 1011723 WA 175 157 Model 185 SH 1229117 c NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A. PRODUCT. SHALL HAVE A VALID FBC PRODUCT APPROVAL B: COMPONENTS ARE INSTALLED ACCORDING TO.MANUFACTURERS INSTALLATION REOURIEMENTS. 2.F RAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED PRODUCT. GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO. PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -SACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS'ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NOWHABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVEAND WIND LOADS. IMPROVEMENTSNOT'SPECIFlCALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR.OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS; SHEET), AND NOT PROVIDED AND INSTALLED BY. CAROLINACARP,OR% INC.; WHICH, EXERT ADDITIONAL LOADS ON. THE STRUCTURE SHALL BE AT THE OWNER'S RISK, BEGHTOL ENGINEERING AND TESTING: INC., SHALL ;NOT BE RESPONSIBLE'FOR STRUCTURAL DAMAGE' OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3.. ALL STEEL TUBING SHALL SE.50 KSI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED.OR STAINLESS STEEL 4. ALL COMPONENTS AND CLADDING. SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALLMEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 5. ALL FIELD FRAMING CONNECTIONS SHALLSE #12-14 x 314-SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 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 .4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 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. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 12' x S' OR EQUIVALENT OR WEJ4T ANKR-TRE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER 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 FBC SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017)- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2' x 2.112' TUBE STEEL ITS) WITH 2-1W x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1W x 2.114' TS WITH 2' x T TS NIPPLES. 12. 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 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 EVERY 220 SQUARE FEET OF ENCLOSED AREA, SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. TABLE 1 RAFTER FR'-:__, END POST, GROUND ANCHOR AND PANEL. rENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER ONCHES) INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS I 110 TO 150 89 TO 116 5.0 6 6 1 C 151 TO 180 117 TO 139 4.0 6 6 DOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directlyto 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof pudins. 2. SpedBcatons 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). SpaGng 14 IF 30'-Anchor ■7aF.71i1�� .. MINE ®-.■ MMME I MINME IIII'III■III■E 1D SHOWN ON SHEET /vy-oS1 REVIEWED CODE COMPI ST. LUCIE CC SOCC SCANNER BY St. Lucie County 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 PREPAREDBY., BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Geitificate of Authorization No; 00005492 THIS IS TO CERTIFY THAT THE CALCULATIONSAND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CADS BECHTOL ENGINEEQ, 1NWV , INI , '_ 605 WEST NEW YORKAWNHI. ; DELAND, FLORIDA 32726 g6536 C.rlm,ate/oraxnayau _,.54 No. rIlf •ICI Flmltla Dcelise N 38538 % STATEOF CAROLINA CARPD/Ii rq' INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2112/19 AAWBECHTOL ENGINEERING "" RR ;Nis AND TESRNG, /ne msrue<¢vm+oc+�.oNddbrzLL,w x.uvui imm,orsxva "ERR "°''G19001 X71 of BOW FRAME RAFTE __'PEN CARPORT - HORIZONTAL RC_. BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF 3OW FRAME RAFTER UTILITY BUILLOING - HORIZONTAL ROOF FLOOD VENT (As applimble) ROLL -UP DOOR SWINGING DOOR ROLL-UP DOOR SWINGING DOOR (As appOmhle) (As app➢mble) (As a0p➢mble) (As aPDllmble) mr TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE- NOT TO SCALE NOTTOSCALE 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 FLOOD VENT (As app➢mble) ROLL -UP DOOR SWINGING DOOR w .. (As appm(As DP ROLL -UP DOOR SWINGING DOOlible) afimble) DOOR (AsP DOOR (As applimble)KFE �a TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE NOTTOSCALE BOX EAVE FRAME RAPIER OPEN CARPORT -VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BL_DG--VERTICAL ROOF FLOOD VENT (As app➢mbla), ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applimble) (As applimble) (As applimble) (As applimble) TYPICAL SIDE ELEVATION TYPICAL END_ ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE ••• BECNTOL ENGINEERINGI4 $ •STING, INC. 605 WEST NEWYORK AVENUE DELAND, FLORIDA 32720. CeNflmte - 1 7c of n Na = 1 � Florida Llmnse No. 6 j �••''• ,F[ORI '•G� � CAROLINA CARPORT-9i -11W. 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 v12119 NOTTOSCALE NOT TO SCALE NOTTOSCALE BECHTOL ENGINEERING RR V�- NT, avo resnNc, mG "4°` RR XOi G19001 Npova uvau.s .eNo T3 1 SHEET20F6 26 GA. GALVA—, , METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 Q3 '24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) N72-14 x 3!4' SDFsAT EACH END (4 PER BRACE) 24' TYPICAL INTERIOR RAFI-ER/POST FRAME SECTION - BOW FRAME NOT TO SCALE SEE LID s OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE 12 Q3 '24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 314' SDFs AT EACH END (4 PER BRACE) 24', MA WM -24' TO W RAFTF TYPICAL INTERIOR RAFTER/POST FRAME SECTION' BOX EAVE - HORIZONTAL ROOF NOT TO SCALE - -' SEE TABLE 1 SHEET 8'- 26 GA GALVANIZED METAL ROOF Pi-'— : FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1.1,718 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012.14 x 3W4' SELF-DRIWNG FASTENER SPACED NOT MORE THAN 48.O.C. TYPIC 3 SEE TABLE 1 SHEET tOF6 LENG VARIES OFFENDING ON NUMBER AND SPACING OF RAFTERS AL POST/RAFTER FRAMING PLAN , VERTICAL ROOF NOTTOSCALE 24.16 GA UCRANNEL BRACE IS TO T PC 46. 16 GA UCHANNEL BRACE (S TO. W PC BRACE ANGLE SHALL BE MIN. TO MAIL 45' FROM HORIZON OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE LEAN= —S TYPICAL BOW RAFTER GABLE END. FRAMING PLAN . NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE I//// ENS INC. NO. 3853 •'F�ORIE) CAROLINA CARPORTS,, GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2112H9 _ !� BECNTOL ENGINEERING RR Nrs ANOTESTTNO,,Z °`O°" RR " G19001 "'•"''''TBSHEET30F6 MINIMUM REINFORCED WITH TTHIN W OF EACH SIDES AND EVERY END ) WALLSECTIONS MINIMUM 2-12'EMBEDMENT (2500 PSI MIN.) �1 CONCRETE BASE RAIL ANCHORAGE � Not Ta SCBIe ' _ INSTALL 12' x MINIMUM S TAPCON REDHEAD LDT ANCHOR OR 12' x MINIMUM 5.12' EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE 2• WASHERS DRILL 5/8' HOLE THRw . THE THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 12' DIAMETER TS CONTINUOUS ANCHOR EYE WITH .IR' DUUAETER WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT MIN. 6' Top OF ASPHALT PAVEMENf TOP OF ASPHALT OR STABLE ROUND SURFA E\ OR STABLE GROUND SURFAACE\ : dr 1 MINIMUM CONTINUOUS 4' CONCRETE PAVEMENT ,o CONCRETE BASE RAIL ANCHORAGE to Not To SCNe (OPTIONAL- OPEN CARPORTS ONLY) EYEANCHOR SIB' ROD 48' LONG WITH 6• HELIX OR SA1•ROD 6D'LONG (SEE GROUND ANCHOR WITH T HELD(, SCHEDULE, SHEET 1 CF 6, AS APPLICABLE FORAPPLCABILITY) BASE RAIL DEEP ANCHORAGE � Not TOSCWG DRILL SW HOLE THROUGH THE 2'WASHERS 24' 16 GA U-CHANNEL BRACE (5' TO T POST) .BASE RAIL AND SECURE TO TS BOW RAFTER ANCHOR EYE WITH 12'.DIAMETER 48716 GA U-CHANNEL BRACE (8' TO POST) %� THROUGH-BOLT—� �TS CONTINUOUS - BRACE ANGLE SHALL BE MIN. 45' / BASE RAIL TO MAX.60' FROM HORIZONTAL, . NO SCREWS • .�a (SEE GROUND ANCHOR MINIMUM 4' 11 SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) L CONTINUOUS4' CONCRETE PAVEMENT EYEANCHOR CONCRETE BASE RAIL ANCHORAGE 1E Not TO SC810 (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASEAVINDOW RAIL OR NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) POST 4 Not To 2'x 7 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) NIZ-14 x 3/4' SDFs, (2) ON. TOP OR BOTTOM, (2) ON SIDE NOTE. AT ROLL41P DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. TRUSS CHORD, OR ZAL HEADER CONN. DETAIL Gnx BOX.RAFTER/POST DETAIL e TS 1-12•x 1-1/2 xT 16 GA CUP ANGLESECURETO POSTAND BASE RAIL WITH (4) 012-14 z 3/4- SDFs, (2) ON TOP, (2) ON SIDE, CONTINUOUS BASE RAIL ;END POST/BASE RAIL CONN. Not To Style IN 3' TO CONTINUOUS EYEANCHOR (SEE GROUND ANCHOR 5/8' ROD 3W LONG SCHEDULE, SHEET 1 OF 6. WITH DBL 4'HEUX FOR APPLICABILITY) (S TO T.POST) (8'TO14' POST) 45' 4L NIPPLE TO BASE RAIL 3• `9' LONG TS NIPPLE T SECURE RAFTER AND POST TO NIPPLE WITH (4) #12.14 x 3/4' 7AFTER POST SELF-DRRLNG FASTENERS �R BOW RAFTER/POST DETAIL :� Not To Smle TS POST (12 GA IF ROLL -UP DOOR FRAME) rxr (2) ON TOP OR (12 GA IF ROLL -UP DOOR FRAME) TS WINDOW RAIL OR GRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL �T Not TD Scale BASE RAIL ANCHORAGE tv Not To Seale :i47y-T_111 POST/BASE RAIL CONN. DETAIL � NotTo SCaIe ' CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AND TES2N2N9 BECNTOL ENGINEERING - RR . RNO /n¢ MR RR 'P' G19001 ""^"EOTB -I SHEET401 2]¢72. 18 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4' SOPS, (2) ON BOTTOM, (2) ON SIDE OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST PO.ST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDP%, 4 (2) ON POST, (2) ON RAFTER r,1 END POST/RAFTER.CONN. DETAIL Not To Sale 2.16 #12.14 x W. SDP% (2) ON TOP, (2) ON BOTTOM RAFTER POSTAND GABLE RAIL WITH (4)/H2-14 x 3/4• SOFa (2) ON TOP, (2) ON SIDE TS GABLE RAIL —TS RAFTER POST GABLE RAIL TO RAFTER POST %1 CONNECTION DETAIL � Nol TO Scele ' 2-1/4' FOR 12 GA FRAMING 2-12' FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4• SOPS AT EACH END (4 PER BRACE) BRACE SECTION NotToSale NIPPLE TC DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 3/4' SELF-DRILUNG FASTENERS TS POST ,(-.1 RAFTER POST/DBL. HEADER DETAIL Not To Scale 16 GABLE RAIL TO NIPPLE WITH (4) #.12-14 x 3/4' SELF -DRILLING FASTENERS I RAFTER POST GABLE RAIL TO RAFTER POST %1 CONNECTION DETAIL / Io Not To Sale 1-12. 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x aW SDF SPACED NOT MORE THAN 43. O.C. 26 GA METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 24' POST LONGIL NIPPLE SECURE WITH(4)#12-14x 301' SELF-0RBLNG FASTENERS DOUBLE TS HEADER NIPPLE TO DBL HDR. �1 RAFTER POST/HEADER DETAIL Not To Smle NIPPLE TO 3116' 6' LONG TS NIPPLE RAFTER SECURE WTTH(4) 012-14 x 3/4'SDPs I 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDF'a, A U-CHANNEL BRACE IS TO T POST) U-CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN. 45• TO MAX 60' FROM HORIZONTAL - TS RAFTER POST SIDE EXTENSION. RAFTER/POST DETAIL _ Not To Scale TS LEG IG TS SAS TYPICAL FLOOD VENT FRAMING PLAN NOTTO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6: x 3/4' RAFTER POSTBASE �1 BASE _RAIL CONNECTION DETAIL �� Not Td Smle POST Tx4.16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTERCONNECTION WITH (4) #12-14 x 3/4' 5130% (2) ON POST, (2)ON RAFTER 25272' 16 GA ANGLE CUP SECURETOPOSTAND RAFTER WITH (4) #12-14 x 314' SDFs, (2) ON RAFTER, (2) ON POST "OLEAN-TO RAFTER CONN. DETAIL a/ �t111'IIIIIII� BECHTOL.ENGINEERINC� i 60SWESTNEW YORK AVENU •' DELAND, FLORIDA 32720 : : '•�,\DENSE •'•T0 Dt / i Cei66c olAUNorizedon 8538 ;. Thomas SWIM. � � -Florida Ucensallo. of - i O. STATE NAL`�`� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2/12/19 MBECHTOL ENGINEERING AND TESRNG, lne. oxmanc ®nmerK onmNow, uo W+wui nsmc oxemo '- RR . — _G19001 TBSHEETS OF VERTICAL SIDE OPTION GIRTS (Typical) SEE TABLE 1 SHEET WITH WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOTTOSCALE - a BOX EAVE FRAME RAFTER ENCLOSED BLDG : VERTICAL _SIDES ROLL -UP DOOR 'SWINGING DOOR (As applicable) (As applicable)� I\ . TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE GIRTS (Typical) 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314- SELF -DRILLING I— FASTENER SPACED NOT MORE THAN 48' O.C. r OPENING FOR SWINGING DOOR / WITH NONSTRUCTURAL HEADER �I��I�I� I-ICI-I�SIlI�I�I �I�I�I�lo101-li�l�I�I-I vII/II\v ��I\v ■_;lip: ,�_� -I, I � TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE 7 . BOX SAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES .. ROLL -UP DOOR SWINGING DOOR .TYPICAL SIDE ELEVATION NOTTOSCALE (As TYPICAL END ELEVATION NOT TO SCALE