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HomeMy WebLinkAboutPLANFBC APPROVED PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC 8x16 Flood Flap EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 407 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC., :Model 203 (12' Max. Width) EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) WINDOWS SINGLE HUNG MI WINDOWS AND DOORS Model 185 SH My . Sit IEO O QA 011 APPR .RATION No. & DATE DATE FL6596'I-R5 04/05/27 10/10/17 FL6702.1-R5 03/14/27 10/10/17 FL17381.1-R2 09/27/19 10/03/17 FL17996.3-R1 09/14/20 01/29/18 FL17996.5-R1 09/14/20 01/29/18 FL8888.1-R5 12/31/19 10/06/17 FL16806.1-R2 11/11/20 01/10/18 FL17499.1-R4 10/17/23. 12/29/17 'MAXIMUM.ALLOWABLE WIND SPEED PARTIALLY TABLE 1 J RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER,SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINSI AND POSTS .OR GIRTS OPEN ENCLOSED ENCLOSED (INCHES)WIND. ULTIMATE NOMINAL POST I RAFTER 180 180 180 RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END 180 180 NIA N/A N/A 156 N/A 165 NIA 160 N/A 158 N/A 1 175. 180 NIA 138 147 174 138 157 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 FBO PRODUCT APPROVAL B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURItmi:NTS. 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. CATEGORY, CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 9 UTO 89 TO 116 5.0 - g g C - - - -. 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable. to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof purllns. 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 requirements for other roof heights .and/or slopes may vary. GROUND ANCHOR SCHEDULE ULTIMATE WINDSPEED (mph) METAL CARPORT INSTALLATION PLANS 110 120,130 140 150 160 170. 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 6 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, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER.LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS. NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD.OF THE STRUCTURE AND APPLICABLE LIVE -AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, 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 EXERTrADD1TIONTAL 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 APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 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: SHALL MEET 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 SHALL BE #12-14 x 3/4" 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 AXW1 .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 LDT 1/2" x 5" OR 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. 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. , p� 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. REVIEWED ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST H 12 2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) ENCLOSED AREA, WITH -BASE OF OPENINGS SET WITHIN 1-AFOOT OFITH H HIGHER OF( (F INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUM ER OF FLOOD VENTS NOTED IN THE FD , LUCIE COUNTY 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. BOCC 2 FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR. CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 5 - PREPARED BY. `b"' ` BECHTOL ENGINEERING AND E7N( Ihl ; 605 WEST NEW YORK AVEWUE � ,,•,,,_: A _ DELAND, FLORIDA 720"-`"`-"`' Certificate of Authorization N492 '4 EIVEWEP Al MAR 2 .: ST. lude County,-Ptll Mom• THIS IS TO CERTIFY THAT THE CALCULATIO SPECIFICATIONS HEREIN HAVE BEEN PREP , UNDERSIGNED PROFESSIONAL ENGINEER, E I ACCORDANCE WITH THE REQUIREMENTS THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE P ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. BECHTOL ENGLNr:E*IN13 -ANI§I G; 605 WEST NEW YOM AVENJIt •, DELAND, FLORIDA 0 Certificate of Auth _ No o. 38 38. : O Thomas Bech , P.1;-. SIA7 I dda Ucense _ 3 ••• E OF CAROLINA CAft00RT§, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA °• 2M/19 BECHTOL ENGINEERINGjlr� �S ANDTEST/NG, ina cdaurnc aarmuu6 orvumrNoUw. um Wmws resTwc orris G19001 em"`aa�.se TB SHEET 1 OF 6 r BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL R&r TYPICAL SIDE -ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE ' BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF J. TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE u u TYPICAL END ELEVATION NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE 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 aoolicahle) _ ' TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL ;END ELEVATION. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 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 app8pble) TYPICAL SIDE ELEVATION NOT TO SCALE �s �. I YVICAL END•ELEVATION TYPICAL SIDE -ELEVATION TYPICAL.END NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL`RO(W..zi- FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR (As applicable) l (As applicable), ROLL -UP DOOR SWIN 4G EM -._ (As applicable)-, ( aliRlcabldr� oz•.;v TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCAL`I III BECHTOL ENGINEER NG AND TESTING, II 605 WEST NEW YORNrA EWE o. 38538 DELAND, FLORIDA '�7 Certificate of _ N Thomas Bechtol, . OF Flodda License No. 3853�j r" -� ORI DA * -- CAROLINA C�►K TS;�NC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2/12/19 BECHTOL ENGINEERING RR NTS mq�� AND TESTING, Ina casu.TM GWRXHWrx EW"VD04 AND ktkWtkS MMM EHmNEDI6 o.cam RR `"a"'O' G19001 vrr m amoa�� ' TB SHEET 2 OF 6 ,tr l -J 26 GA. GALVANIZED METAL ROOF PANELS 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 INSTALLATION INSTRUCTIONS 12 Q3 4 12 3 1-1/2' 16 GAUGE FURRING 17 CHANNEL,(PURLIN) S 24- 16 GA U-CHANNEL BRACE 24' 16 GA U-CHANNEL BRACE 4 FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH (2).#12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) cs (2) #12-14 x 3/4' SDFs AT. 24' 16 GA U-CHANNEL BRACE EACH END (4 PER BRACE) FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT . . 24- MAXIMUM RAFTER SPAN ON SIN LE RAFTER '0 24' MAXIMUM RAFTER SPAN ON'SMGLE RAFTER _ EACH END (4 PER BRACE) >24' TO 3n' RAFTER SPAN REQUIRES A TRUSSED RAFTER O 124' TO 30` RAFTER SPAN REQUIRES A TRUSSED RAFTER 1 W A&SHOWN ON THIS SHEET f- AS SHOWN ON THIS SHEET J 4 ER 4 -24'TO 30' RAFTER RS AN REQUIRES A TRUSSAFTER SPAN ON SINGLE ED AFTER . O AS SHOWN ON THIS SHEET 4 TYPICALTYPICAL INTERIOR RAFTER/POST INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION - BOX EAVE - HORIZONTAL ROOF 5 —,�, a TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE NOT TO SCALE TYIP.IG-AL INTERIOR MnT Tn SCAI F LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS SEE TABLE 1 SHEET 3 ..1OF6 4 TYPICAL RAFTERIPOST FRAMING:PLAN - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON' SEE TABLE 1 SHEET 3 1OF6 4 TYPICAL RAFTER/POST FRAMING PLAN.- BOX EAVE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 1OF6 _ HEADER 11 111 I _ -_FOR ROLL -UP R •DOOR ,II ®��III \II WITH STRUCTURAL HEADER I'I1_�II NONSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN ANOwI"DndWaL (Also applinble to End Walls) NOT TO SCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE LD 3 SEE' TABLE 1 SHEET 6'— 29alllr,ItAIVI EiSEG•7TLOIV[%VERTICALI'ROOF 1-1 B GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x3/4'SELF-DRILLING FASTENER SPACED NOT MORE THAN 497 O-c_ fl P SEE TABLE 1 SHEET 6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE =4 SEE MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL 1 OF 6 . PANEL w TYPICAL BOX EAVE RAFTER GABLE NOT TO SCALE 2 13 4. - - -- - - -- - -- 5 (24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING f SCREWS AT EACH END 1 (4 PER BRACE) 1 TYPICAL : „ROOF EXTENSION OPTION v MAIN STRUCTURE STANDARD LEA�J�TQIQ QN END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO.OPTIONS FRAMING PLAN BOTH OPTIONS SH ' R NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE T04C [ `_iCC R) - • �� • cy 24- 16 GA U-CHANNEL BRACE (V TO T POST) 48- 16 GA U-CHANNEL BRACE (6' TO 14' POST) BECHTOL ENGINEERING gtND TESTING, INC. O BRACE ANGLE SHALL BE MIN. 30• 605 WEST NEW YORK AVE NU O. 38538 r TO MAX.45• FROM HORIZONTAL DELAND. FLORIDA 3272O FULL 6' WELD CeMi sate a fmatf 2: BOTH SIDES 2 i % �` 4 Thomas Be c of i �- • •�� FloddaUcenseNo. 3853ti .,jX\s1 •• :c�ORIDA , CAROLINA CARPORTS, 04C. 4 GENERIC PLANS FOR USE IN THE STATE OF FLORIDA — °"` 2l12/19 FREESTANDING BECHTOL ENGINEERING M AND TESnNG, I., RR NTS OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMING PLAN '¢'� RR '•°� NTS ra!mdTn am¢+uoek. DMMMW L. Alm Waxias =94 D=Mmm NOT TO SCALE NOT TO SCALE `"° m �" °�°"" 0°0m °� APR 0 `p TB SHEET 3 OF 6 L) 4.- MINIMUM _STALL 1/2' x.MINIMUM 5' TAPCON REDHEAD LOT INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LDT ANCHOR OR 1/2' x MINIMUM 5 1l2' EXPANSION ANCHOR ANCHOR OR 1/2' x MINIMUM 5 1/2`,ExpANSION ANCHOR DRILL 5/8' HOLE THROUGH THE 2' WASHERS DRILL 5/8'HOLE THROUGH THE \\�THROUGH BASE RAIL WITHIN 6' OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO R POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2` DIAMETER TS CONTINUOUS ANCHOR EYE WITH ur DIAMETER POST ALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT 2" MINIMUM MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE, 2-1/2' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS # ONC!- �- CRETE B�SE�RAIL�ANCHO,R,4G���-` '� A Not Tn-Scal 'DRILL 518' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITI.11/2' DIAMETER THROUGH -BOLT MINIMUM 4" 2-1/2" EMBEDMENT MINIMUM. CONTINUOUS 4' CONCRETE PAVEMENT �01 CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) WASHERS 24" 16 GA U-CHANNEL BRACE (5' 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 A FTE TO RAFTER E 3/16°n . RR � V (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR). L CONTINUOUS 4" CONCRETE PAVEMENT EYEANCHOR 8_2�� CRETE BASE RAIL ANCHORAGE cale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS'TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST! TS BASENWINDOW RAIL OR NONSTRUCTURAL HEADER 12 GA IF ROLL -UP DOOR FRAME) 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4' SDF•s, (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 4 Not To Scale RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4- SDPs RAFTER POST 2A BOX EAVE RAFTER/POST DETAIL % Not To Scale TS RAFTER POST 1-1/T x 1-1/2' x 2` 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDPs, (2) ON TOP, (2) ON SIDE "-TS CONTINUOUS BASE RAIL 5 END POST/BASE RAIL CONN. Not To Scale EYEANCHOR 5/8" ROD 48" LONG WITH 6" HELIX OR 5/8" ROD 60" LONG (SEE GROUND ANCHOR WITH T HEUX, SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) BASE RAIL. DEEP ANCHORAGE 1 C f Not To Scale NO SCREWS REQUIRED 1N BOW BEND BOW RAFTER 24' 16 GA U-CHANNEL BRACE (S TO i POST) TS CONTINUOUS BASE RAIL EYE ANCHOR �(J (SEE. GROUND ANCHOR 5/8' ROD 30` LONG SCHEDULE, SHEET 1 OR 6, WITH DBL'4" HELIX FOR APPLICABILRY) BASE RAIL ANCHORAGE 1 D Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 912-14 X 3/4- SDFs 48' 16 GA U-CHANNEL BRACE 8' TO 14' POST) a ' s ( T) TS RAPTER`POST ' BRACE ANGLE SHALL BE MIN. 45' POST TO MAX. 60' FROM HORIZONTAL NIPPLE TO 3/16' BASE RAIL E • '• K?%fi '. ` ' 3" 3• 6' LONG TS NIPPLE SECURE RAFTER AND POST TO TS RAFTER POST NIPPLE WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS B BOW RAFTER/POST DETAIL ,,=TS POST (12 GA IF ROLL -UP DOOR FRAME) 2' x T x T 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 TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW 6 RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale TS C N110US$ASAiJIY 3 POST/BASE RAIL C Not To Scale w . - f-4 BECHTOL ENGINEIZM���_Ny•j%WW-TESFII� C! . 605 WEST NEW YORK �HENtJ�`•,• LICE i DELAND, FLORIDA 32lS20 `` Ms�` Cy i Certificate of '� 2 _ 3 138538 .T _ Thomas B tol, P. Flodda Uce F sx Z ORI DA ..G\��Ci�� N /�/11111111��� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA / 2112/19 BECHTOL ENGINEERINGS AND TESTING, Inc RR m�ianc. �w - 0mm*4wra um W UMS TMTM ouVmzs RR PNQLN6 G19001 �mmsmw mm.� � TB SHEET 4 OF 6 4 a' 2'x2"I0 16 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 - POST/RAFTER-CONNECTION WITH (4) #12-14 x 3/4" SDPs, A (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scale 1-112" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314" 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" SDPs, (2) ON TOP, (2) ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST - —t �CNNECTION DETAIL 2-1/4" FOR 12 GA FRAMING 2-1/2" FOR 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 TO DBL. HDR. TS NIPPLE EACH WITH 4x3W tILLING FASTENERS 2 GA TS POST AFTER POST NG TS NIPPLE IRE WITH (4) #12-14 x 3/4" -DRILLING FASTENERS L DOUBLETS HEADER NIPPLE TO DBL. HDR. RAFTER POST/DBL.: HEADER DETAIL RAFTER POST/HEADER DETAIL Not To Scale 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" SDPa. TOP AND BOTTOM NIPPLE TO 3/16" 6" LONG TS NIPPLE RAFTER SECURE WITH (4) #12-14 x 3/4" SDPs TS RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDPs, - 1-11Tx 1-10 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 ---6" LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 314" SELF -DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11 B 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 LTS RAFTER R©bF.;PANEL,ATfACHMENHTNjfii (ALTERNATE FOR VERTICAL RO9OF,P,ANE_LST ---� Not I'll, LAW _ 24" 16 GA U-CHANNEL BRACE (STO:T POST) 48" 16 GA U-CHANNEL BRACE (8- TO 14• POST) BRACE ANGLE SHALL BE MIN.45" TO MAX. 60" FROM HORIZONTAL RAFTER POST SIDE _EXTENSION _ _ 12 RAF- ER/POST DETAIL - % Not To Scale TS LEG POST TS RAILS TS BASE RAIL TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS - /-12 GA TS POST BASE RAIL 3/16- NIPPLE TO BASE RAIL RAFTER POST/BASE 10 BASE RAIL CONNECTION DETAIL Not To Scale TS RAFTER POST 2"W 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDPs, (2) ON POST, (2) ON RAFTER ITS LEAN-TO RAFTER 2*x2 x2* 16 GA ANGLE CUPS SECURE TO POST AND RAFTER WITH (4) #12-14. SDFs, (2) ON RAFTER,. (2) ON POST - 13 POST_/ LEAN-TO RAFTER_C ��, Not To Scale R BECHTOL ENGI kN 605 WEST NEW YORli DELAND, FLORI92 20 7;r-etN:ate0cfDAn • 92 pV. 38$38 Thomas B tol, P:E Florida Uc No. S•T 111111 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2/1V19 BECHTOL ENGINEERING RR NTS mff�� AND TESTING, Ina maunw aomoa. 067"xra, AW Wmws TmTW DaNMtS o.o.a RR "° "° G19001 � �urc� '� " TB SHEET 5OF6 'ram VERTICAL SIDE OPTION SEE TABLE 1 OPENING FOR SWINGING DOOR T SHEET WITH NON-STRUCTURAL HEADER 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO 1 OF 6. EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER 6 6'- �r FASTENER SPACED NOT MORE THAN 48' O.C.. .. 4 4 GIRTS 6 a GIRTS (Typical) 4 4. 6 p m (Typical) 4 1T MAX OPENING FOR ROLL -UP DOOR. WITH 4 4 NON-STRUCTURAL HEADER 4. 4 A A a U.E o. TYPICAL END OPENING FOR WINDOW WRH WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NONsraucTuw,LHEADER NOT TO -SCALE LENGFRTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL AND SPACING OF RAFTERS (Also appOrable to End Watts) TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE r ----BOX EAVE-FRAME-RAFTER ENCLOSED-BLDG--_V-ERTICAL_SIDES _BOX EAVE FRAME_RAFTER UTILITY_BLDG -VERTICAL SIDES ., ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR ^^`��c. (As applicable) (As applicable) (As applicable) (As applicable) ME try i'1� ! !r I J:t E..i '�•, MN ENCLOSED LENGTH VARIES '� \� �� I) . R BECHTOL ENdNWNG AND „ 605 WEST NEW K AVENUE l DELAND, FLORIBA 3 72Q 0.38538 - Certificate rnNo 92 TYPICAL SIDE ELEVATION TYPICAL:END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION — NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ! L!' Thomas Bechtol, rr STATE OF e� FloridaLicense No. 3 S� TONAL 00\\� �I,IIIill�1�`` CAROLINA CARPORTS, INC. - - GENERIC PLANS FOR USE IN THE STATE OF FLORIDA f4 c °"1e 2/12119 BECHTOL ENGINEERING RR NTS AND TESTING, Inc. edtas>aw ams.bw. orvmadloiw. ,um Wmaus mTNe o�a�sRR � G19001 � � TB SHEET 6OF6 �fS�I�I�I�®I®I®�I®I—ICI ®lit®I—ICI®I��I®I®I®I -. D..• WITH HEADER STRUCTURAL �� �,10i, � ilral► o _I