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Home My WebLink AboutConstruction PlansrA FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY I - MANUFACTURER STRUCTURAL COMPONENTS I ROOF 6ECK-1 CAROLINA--.CARPORTS. INC. WALL INC. QA APPROVAL EXPIRATION No. & DATE DATE aFL6596 1 R6 04/05/27 03/14/27 MAXIMUM ALLOWABLE WIND SPEED PARTIALLY OPEN ENCLOSED JENCLOSED 180 180 180 180, 1 180 1 180 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER.SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRT$ (INCHES) WIND ULTIMATE NOMINAL POST I RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS. 110 TO.150 —89. TO 116r _ _ 5 0 _ 6 6 �' __ 151 TO 180 117 TO. 139 :4.0 6 fi STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1 09/01/20 N/A N/A N/A (_N9TES- 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 16x8 Flood Vent 05/15l19 gauge hat channel roof purlins. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 R1 09/14/20 N/A 139 138 2• Specifications 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 Series 402-14 FL1 9/18 requirements for other roof heights and/or slopes may vary. GROUND ANCHOR SCHEDULE EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 09/14/20 N/A 165 147 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS Series 407 01/29/18 110 - 120..'130. 14o .16o 160 ' 110' 186 AND DETAILS AND FRAMING AND EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/20 N/A 180 174 FASTENER SPECIFICATIONS . Model 203 (12' Max. Width) 10/07/17 12 14 30' Ahchor-. EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS; INC. FL16806.1-R4 11/11/20 N/A 158 138 FOR CONSTRUCTION IN THE STATE OF FLORIDA Steel Roll Up Sheet Door (12' Max. Width) 06/18/19 16 Detait.1D WINDOWS SINGLE HUNG MI' WINDOWS AND DOORS FL17499.1-115 10/17/23 N/A 175 157 = 18.. PREPARED FOR: Model 185 SH 03/27/19 0 20 CAROLINA CARPORTS, INC. 48"Anchor P.O. BOX 1263 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 N/A 180 180 ' cD 22 Detail 1C DOBSON, NORTH CAROLINA 27017 Steel Roll -Up Sheet Door - 8' Wide 06/18/19 0 24 PREPARED BY• EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 N/A 180 172 m 26 BECHTOL ENGINEERING AND TESTING; INC. Steel Roll -Up Sheet Door =10' Wide 06/18/19 28 60"Anchor 605 WEST NEW YORK AVENUE EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.37R4 11/11/20 N/A 155 133 30 Detail1C' DELAND, FLORIDA 32720 Steel Roll -Up Sheet Door -16' Wide 06/18/1,9 Certificate of Authonza . No. 00005492 ' lion DETAILS 1C AND 1 D SHOWN ON SHEET 4 OF 6 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 MANUFACTURER'S INSTALLATION REQURIEMENTS. 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 TO ACCOMODATE SUBSTITUTED PRODUCT. ( v V - GENERAL NOTES: EY 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 THIS IS TO CERTIFY THAT THE CU4TI PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. SPECIFICATIONS HEREIN�t311I131 UNDERSIGNED PROFESS. A. "I,--.Nqu�D P LI ABLE LIVE AND WIND LOADS: IMPROVEMENTS • THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE;STRUCTURE AN AP C ACCORDANCE WITH THE R MNOT SPECIFICALLY ADDRESSED HEREIN; INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN.THE FBGAPPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND• INSTALLED BY.CAROLINA CARPORTS,_ THE FLORIDA BUILDING COX`�HINC., 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 DUE TO THE ARE VALID UNTIL THE NEXT REVISION OF 1�1NG APPLICATION OF ADDITIONAL LOADS: CODE. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ,ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. \\�1111// 04. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRE_ D BY THE. FLORIDA BUILDING CODE (FBC) AT THE XA BEC LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. AECF.�F� I G Aat( ES`FING, INC. 665 WEST YQR�4 E i 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. DD LAQD' (tIDACe ``33227720 * % g. 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 _ O WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. LLI = Th.R p_ I, 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 Florida• No. P(E 0 Z� AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. �*Py. i , •' FLORA• . ' CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2" x FOR EQUIVALENT OR 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. �% SS IION 10 EDITION (0117) BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND RED WITH 6 BEARING PRESL VAPOR RETARDER PER SURE OF 2,000 PSF IS ASSUMED. SECTION R318.1 OF THE FBC SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH CAROLINA CARPORTS, INC. 11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL.(_TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. � 'e' p1°� 01/20/20 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 M BECHTOL ENGINEERING OA1°� mkb NTS 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 AND hw tb G20001 EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. oowu,.oatorEa rx.mow.AWwisaws�►o� �+�»� � TB SHEET 1 OF 6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) - (As applicable) (As applicable) (As applicable) e ENCLOSED LENGTH VARIES = _- _ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION, TYPICAL END ELEVATION I 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 FLOOD VENT (As applicable). ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) . (As applicable)MAI ' 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 .9X E-1VF=FRAME-RAF-TER=OPEN-CARPORT = VERTIC _L1ZOOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR cab (As applicable). (As applicable) (Asapplicable) (As appli le) mmCZ Eli --- _�_ =_— 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 BBC Qd ENGIt 6E�ill AN9 TESTING, INC. �E r ' 2 i 1=L A 3n2o i o�'AuUiorlratloMl0. 54 ex TT��mmaaaa BeeMo1, P F�rld$Llcerroe No, 853 F C, `O�RTS, INC. GENERIC PLAN��FOR Usel'� THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 21/20/20 BECHTOL ENGINEERING °1"'°' mkb ., NTS NOT TO SCALE NOT TO SCALE NOT TO SCALE AV AND TESNA1% hm !b G20001 oo�ano�a.-1 eARDNMMALANDVAe hareseu®a d=�aAA.ftWmN.0DZ5W TB SHEET 2 OF 6 A 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 1Y 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH _ (2) 912-14 x 3/4' SDFS AT EACH END (4 PER BRACE) m w 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER . II >24' TO 30' RAFTER SPAN REQUIRES.A TRUSSED RAFTER TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON TYPICAL RAFTER/POST-FRAMING PLAN - BOW FRAME NOT TO SCALE 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER . 10- (TYPICAL) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4° SDFs AT EACH END (4 PER BRACE) w 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER O II >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER ,.. . AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE —HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON JMBER AND SPACING OF RAFTERS SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE ' SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 1 OF 6 HEADER NONSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN ANDWINDOW RAIL (Also applicable to End Walls) NOT TO SCALE 6' Gil WELD ALL WEB CONNECTIONS, BOTH SIDES FULL 6' WELD BOTH SIDES OPTIONAL 24'—l" TO 30' TRUSSED RAFTER — BOW Kln1 Y^ CPAI C SEE TABLE 1 SHEET `aJ swwcop Xw+ wcpooR 12' MAX. OPENING FOR 5 � ROLL -UP DOOR WITH aeaost NON-STRUCTURAL �\ -26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS 1-112' 18.GAUGE FURRING CHANNEL (PURLIN) 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT _ EACH END (4 PER BRACE) W J 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER p AS.SHOWNONTHISSHEET' . 1- 'Thy, 'gIGAa INTERIOR IER/,P,OST FRAME.SECTION = VERTIC--AL-ROOF NOT TO SCALE 1-1/2' 18 GAUGE FURRING CHANNEL- FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 3 4 SEE TABLE 1 SHEET 1 OF 6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL 1. P_QSJ/RAETER FRAMING PLAN- VERTICAL -ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE 6' WELD ALL WEB CONNECTIONS, BOTH SIDES TYPICAL BOW RAFTER GABLE END FRAMING PLAN, NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN . NOT TO SCALE 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) v ROOF EXTENSION OPTION v MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN—TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) 24' 16 GA U-CHANNEL BRACE (S TO T POST) B T U TQ� G G AND TESTING, INC. 48' 16 GA U-CHANNEL BRACE (8' TO 1V POST) `8�,, NpNa► BRACE ANGLE SHALL BE MIN. 30' D- // TO MAX. 45° FROM HORIZONTAL No FULL 6' WELD \ '. BOTH SIDES OPTIONAL 24'—l" TO 30' TRUSSED RAFTER — BOX EAVE NOT TO SCALE FREESTANDING LEAN—TO FRAMING PLAN NOT TO SCALE FbddeLiceLice Nr 8538 '�O�cMd,C ORTS, INC. GENERITHE STATE OF FLORIDA 01/20/20 M BECNTOL ENGINEERING NTS AND 7ESNN/J Ina G20001 p��,npBry,IMB(fµ AID W1HWliEifMOB� csaw�mllnasmm �"101'`a TB SHEET 3 OF 6 4" MINIMUM INSTALL 1/2' x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 1/2' x MINIMUM 5-1/2' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/2' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #6s CONTINUOUS CONCRETE BASE RAIL ANCHORAGE 1 A Not To Scale DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2'DIAMETER THROUGH -BOLT MINIMUM 4" INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LOT ANCHOR OR 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS MIN. 6" 2-112" EMBEDMENT MINIMUM 4' CONTINUOUS 4" CONCRETE PAVEMENT pi ETEBA—SE—RAIL ANCFTOPWGE�( 71 Not Tc Scale (OPTIONAL -OPEN CARPORTS ONLY) 2" WASHERS 24" 16 GA U-CHANNEL BRACE (V TO T ,POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45° BASE RAIL TO MAX. 60• FROM HORIZONTAL NIPPLE TO 3 RAFTER / ✓ I (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) CONTINUOUS 4' CONCRETE PAVEMENT .EYE ANCHOR 1E CONCRETE BASE RAIL. ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 16) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST C TS BASEMINDOW RAIL OR NON-STRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) 4 2"x2'x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14 x 3/4" SDFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF•s RAFTER POST 2 OX EAVE,RAET_ER/P_OST DETA Not To Scale TS RAFTER POST 1-1/2" x 1-1/2" x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE RAIL 5 END POST/BASE RAIL CONN. Not To Scale DRILL 5/8' HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2".DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE\ EYE ANCHOR 5/8" ROD 48' LONG WITH 6' HELIX OR 5/8' ROD 60' LONG (SEE GROUND ANCHOR WITH T HELIX, SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) �C BASE RAIL DEEP ANCHORAGE Not To Scale NO SCREWS REQUIRED IN BOW BEND +j-5" -I/ / 3" BOW RAFTER DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE WASHERS —TS CONTINUOUS BASE RAIL EYE ANCHOR U (SEE GROUND ANCHOR 5/8' ROD 30" LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4' HELIX FOR'APP.LICABILITY). 24" 16 GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA U-CHANNEL BRACE (8• TO 14' POST) BRACE ANGLE SHALL BE MIN. 45" TO MAX. 60" FROM HORIZONTAL NIPPLE TO BASE RAIL 3" �6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3W RAFTER POST SELF -DRILLING FASTENERS (2Ia) BOW RAFTER/POST DETAIL Not To Scale POST 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3/4" SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW s RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale 01D BASE RAIL ANCHORAGE Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs RAFTER POST CONTINUOUS BASE RAIL fA@�LPOST/BASE RAIKCONNTDETi41L TJ 'Not To Scale \\\11111III///// N BEC ' ,. �_.. • _her,-, INC. �1 NCW 7UNR AVGI'!UC - p, FLownA 8 •. iC t� of No �]t Eachtol tRod dense P,•� ss1ONP1 \ '11111111110\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA — 01/20/20 mv BECHTOL ENGINEERING GRIM mkb "yo NTS AND 7E871INi, Ina tb G20001 O�iIL7MOOE91EOftJLL. EWW% * BffA4ADMk WaTMMe10.68M o�IMNf Na®oMu " TB SHEET 4 OF 6. 2•x2'x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314" SDFs, (2) ON BOTTOM, (2) ON SIDE OR 2'x4" 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH.(4) #12-14 x 3/4" SDFs, (2) ON POST, (2) ON RAFTER 7 END POST/RAFTER CONN. DETAIL Not To Scale 1-1/2" x 1-1/2' x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4• SDFs (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-1/2"x 1-1/2" x 2. 16 GA CLIP. ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST 11A CONNECTION DETAIL Not To Scale 2-1/4' FOR 12 GA FRAMING 2-1/2' FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4' SDFS AT EACH END (4 PER BRACE) — BRACE SECTION Not To Scale NIPPLE DBL. HC TS NIPPLE EACH WITH 4 x 3/4' TILLING FASTENERS 2 GA TS POST E RAFTER POST/DBL. HEADER DETAIL Not To Scale 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURETO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4" St TOP AND BOTTOM - i 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE J SECURE TO RAFTER AND GABLE RAIL WITH (4).#12=14 x 3/4" SDFs, (2) ON TOP, (2) ON BOTTOM �6" LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 z 3/4- SELF-DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST 11 B CONNECTION DETAIL Not To Scale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4` SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTAGRMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale AFTER POST VG TS NIPPLE RE WITH (4) #12-14 x 3/4" -DRILLING FASTENERS , DOUBLE TS HEADER NIPPLE TO DBL. HDR. 9 RAFTER POST/HEADER DETAIL Not To Scale NIPPLE TO 3/16" RAFTER TS RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4• SDFs, 24" 16 GA U-CHANNEL BRACE (V TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN.45" TO MAX. 60" FROM HORIZONTAL TS LEG POST TS RAILS TS BASE RAII NOT TO SCALE 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4' SDFs RAFTER POST SIDE. EXTENSION RAFTER/POST DETAIL 12 Not To Scale' TYPICAL FLOOD VENT FRAMING PLAN SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14x 314' SELF -DRILLING FASTENERS - /— 12 GA TS POST TS BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER POST/BASE 1U BASE RAIL CONNECTION DETAIL Not To Scale TS RAFTER POST 2"x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFS, (2) ON POST, (2) ON RAFTER --TS-LEAN-TO RAFTER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4' SDFs, (2) ON RAFTER, (2) ON POST 13 POST / LEAN-TO RAFTER CONN. DETAIL Not To: Scale NEE'RI AN)0 TESTING, INC. YORKAVENUB...• y i D. ORIDA 0 T � cetd of No. 54 _ �� •' • �0 �i O FLO ..' �� ss IIONPN11 SEE . TABLE 1 ' OPENING.FOR SWINGING DOOR SHEET .WITH NON-STRUCTURAL HEADER 7 1 OF 6 . 5 4 4 GIRTS g 4 ci E (Typical)4 . q 5 . a 17 MAX. OPENING FOR . ROLL -UP DOOR WITH 6 1 a a NONSTRUCTURAL HEADER 4 A A a. 4 TYPICAL END . WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE GIRTS- (TYPical) 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING 6 —{ FASTENER SPACED NOT MORE THAN'48' O.C. - OPENING FOR SWINGING DOOR . WITH NON-STRUCTURAL HEADER g a SEE TABLE 1 SHEET 1 OF6 e , s s. 3 e . E y 5 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURALHEADER.. a. '4. 4 4 4. _10 4 3 3 q 3 4 5 _ OPENING FOR WINDOW WRH NONSTRUCTURAL HEADER LENGTH VARIES DEPENDING ON NUMBER . AND WINDOW RAIL AND SPACING OF RAFTERS (Also applicable to EiW Walls) TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR ' TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE \ '�A " CyT E• � -o�dj f6L\ NG INEE NG : 'D TtSTING, INC. p. FLO _ �ertlyyNc�fe of No. LLI T