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HomeMy WebLinkAboutConstruction PlansFBC APPROVED PROM, .LIST PRODUCT CATEGORY I SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIOR DOORS I SWINGING EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLL -UP WINDOWS I SINGLE HUNG MANUFACTURER CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS Model 185 SH QA APPROVAL EXPIRATION No. & DATE DATE FL6596.1-R5 04/05/27 10/10/17 FL6702.1-R5 03/14/27 10/10/17 FL17381.1-R2 09/27/19 10/03117 FL17996.3-Rt 09/14/20 01/29/18 FL17996.5-R1 09114/20 01/29/18 FL8888.1-R5 12/31/19 10/06117 FL16806.1-R2 11 /11120 01/10118 FL17499.1-R4 10/17/23 12/29/17 MAXIMUM ALLOWABLE WIND SPEED PARTIALLY OPEN ENCLOSED ENCLOSED 180 180 180 180 180 WA WA WA 156 N/A 115 WA 180 N/A 158 N/A 1 175 TABLE I RAFTER '.,. ,. ,.WE, END POST GROUND ANCHOR AND PANL, I STENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE I NOMINAL POST IRAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) _ (MPH) (FEET) POSTS/RAFTERS POSTSIRAFTER, I C 151 TO 180 117 TO 139 4.0 6 6 N/A 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 pudins. 138 - 2. Specifications applicable only for mean roof height of 20 feel or less, and roof slopes of 7' to 27` (1.5:12 to 6:12 Pilch). Spacing requirements for other roof heights and/or slopes may vary. GROUND ANCHOR SCHEDULE 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 FBC PRODUCT APPROVAL. B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMENTS. 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. 110 120 130 140 150 160 170 180 12 14 F 1618 9 2048'Anchor C9 22Deta01C 0 24 m 26 28 W Anther 30 Detail tc 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 EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNERS 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 SW 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 W 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 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. 11. 14 GA FRAMING: 2-12' x 2-1/2' TUBE STEEL (TS) WITH 2-1W x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2.1/4' x 2-1/4' TS WITH 2' x 2" 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. DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 6 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 PREPARED BY.., BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 � z6vI - 0/G�j fie® COpe C®1wPLIAjv St Luci OUN r�' Socc THIS IS TO CERTIFY THAT THE CALCULATIONS AND 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 CODE. \\\IIC D III,III GltlBmte of/w8uk _._IJo,•549f/ '• o3538 _ ��SrA E L CO �i lrs •• <ORIDA CAROLINA &AAftFM,1qC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA '-' °°° 2112119 BECHTOL ENGINEERING RR •�' NTS AND 7ES W9 hm RR G79001 m-.m o•.-.+:rxvm,u.enaxawivw.+vivoom®° 1.TB I SHEET10F8 BOW FRAME RAFy. �'A OPEN CARPORT - HORIZONTAL ..:;JF I BOW FRAME RAFTER ENCLOSED BUILDING -HORIZONTAL ROOF I' BOW FRAME RAFTER UTILITY E'..: -'DING -HORIZONTAL ROOF J TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (AsaPplicable), (Asapplicable), TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING (As applicable) -� (As aPp TYPICAL END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE ROLL-UPDOOR SWINGINGDOOR TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE CODE COMPL ST. LUCIE CO BOCC TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable)� TYPICAL END ELEVATION NOT TO SCALE �I11111111// •Py'; �"R ��F No.38S38 •;O CAROLINA CAIC�a``� GENERIC PLANS FOR USE IN THE �ifAW bF FLORIDA BECNTOL ENG/NEWUNG . RR "" NTS M'D 7ES77MG, h e. m...o®nv.rwenw.au�.xewrew.mnoeo.ao 'me' RR "o"o G78001 —TB I SHEET 201 I". 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 1 �24' 16 GA U-CHANNEL BRACE J FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 2O W RAFTERAFTERSPAN ATflU:RAFR .14'TO 30'RAFTER SPAN REOUWESATRUSSEO RAFTER TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON 1YMAx.OPENING FOR ROU.UP DOOR (TYPICAL) 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12.14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24' MXCWM a24'T030 RAFTS TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON 6. 26 GA GALVANIZED METAL ROOF -US FASTENED TO PURLINS PER MANUFACTURERS INSTALLATION INSTRUCTIONS �1-1/2' 18 GAUGE FURRING 1 �24' 16 GA U-CHANNEL BRACE J FASTENED TO RAFTERWITH (2) #12-14 x 3/4' SOFs AT EACH END (4 PER BRACE) 2` W1xIM1M RAFTER SPAN ON SWGUE RAPIER >2f TO WRAFTER SPAN REOUIRE FATRUSSED RAFTER 1-112' 18 GAUGE FURRING CHANNEL FASTENED / TO EACH RAFTER WITH (2) 012-14 x 3/4' SELF -DRILLING / FASTENER SPACED NOT MORE THAN 48' O.C. 3 4 SEE TABLE 1 SHEET 1OF6 LENG'TdVARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POSTIRAFTER FRAMING PLAN -VERTICAL ROOF NOT TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE SEE TABLET Ri'EO FOR TABLE OPENING FOR SWINGING SHEET 12 {�@ 11 /'� SHEETDOORWITHNONSTRUCTURAL T 1OF6 - 5 CODE COMPLIANCE I OF6HEADER 5 1III III jII _CIg COUNTY ilr II C I 4 I 4 4 5 BOCC NONSTRUCTURAL HEADER ANO WMDOW RAIL OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW IZ MA OPENING FOR ROL P DOOR WTTH NONSTRUCTURAL TYPICAL END WALL OPENINGS POSTIRAFTER FRAMING PLAN NOT TO SCALE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE (E 24• 16 GA U-CHANNEL BRACE (6TOT POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 30° 1 LD LEAN-TO FRAMING PLAN 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) MAIN STRUCTURE 7 LEAN-TO IS APPLICABLE TO BECHTOL ENGINEERI![8 �BN8rc1iJC_ '� 605WESTNEWYORKAVENII,E DELAND• FLORIDA 3ZM _ Certmmte of W ` fm Be Id, PE Fk#ea L4Mne toy i� • TATE OF '• _�� CAROLINA CARS I'y' �"ryAN III GENERIC PLANS FOR USE IN THE STA+g OF FLORIDA m . 2/12/19 BECHTOL ENGINEERING aR M" FITS AND 7EEIM, /x m.am�rau>so.emiunwleaw..n.oes.em M; RR 'c"n GlOD01 TB SHEET30F6 INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LOT INSTALL 1/2' x MINIMUM S TAPCON REDHEAD LOT ANCHOR OR 11Yx MINIMUM 5-1/2- EXPANSION ANCHOR ANCHOR OR I/2'x MINIMUM E-12 EXPANSION ANCHOR DRILL 618' HOLE THROUGH THE THROUGH BASE RAIL WITHIN W OF EACH THROUGH BASE RAIL WITHIN 6- OF EACH BASE RAIL AND SECURE TO POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH I/2'DIAMETER \RAFTER WALL POST ALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT MINIMUM \ \ —I (--2•MINIMUM 2-112' EMBEDMENT :ONC. FOOTING (25DO PSI MIN.) WITH 2 #S's CONTINUOUS ��CONCRETE BASE RAIL ANCHORAGE A Not TO Scale DRILL 5/8' HOLE THROUGH THE r-2• WASHERS BASE RAIL AND SECURETO /I ANCHOR EYE WITH 112' DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL (SEE GROUND ANCHOR MINIMUM;T]l SCHEDULE, SHEET I OF 6. FOR REQUIRED ANCHOR) — CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR----_� * ��ONCRETE BASE RAIL ANCHORAGE I� Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE ODES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOORI / WINDOW FRAME POST TS BASE/WINDOW RAIL OR NONSTRUCTURAL HEADER A IF ROLL -UP DOOR FRAME) 2'x2'x2. 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14 x 3/4• SDPs. (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 2-1/2• EMBEDMENT MINIMUM 4' CONTINUOUS 4' CONCRETE PAVEMENT ,o CONSpCREBASE RAIL ANCHORAGE NAL-OPEN CARPORTS ONLY) 24- 16 GA U-CHANNEL BRACE IS TO T POST) 48' 16 GA U-CHANNEL BRACE (8'TO IN POST) BRACE ANGLE SHALL BE MIN.45- TO MAX. 60' FROM HORIZONTAL NIPPLE' RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3W SDPs RAFTER POST BOX EAVE RAFTER/POST DETAIL cn Not TO Sole TS RAFTER POST 1-1/2• x 1-1/2' x TIE GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDP$, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not TO Scala TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE Y_«->--:R$ I DRILL 6/8' HOLE `�',yi IGH THE BASE RAIL AND SECURE TO —TS CONTINUOUS ANCHOR EYE WITH 10 DIAMETER BASE RAIL THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, WASHERS TS CONTINUOUS BASE RAIL EYE ANCHOR 6/8' ROD 4W LONG WITH 6' HELIX OR 5/8' ROD 60' LONG (SEE GROUND ANCHOR EYEANCHOR (SEE GROUND ANCHOR WITH T HEUX, SCHEDULE, SHEET 1 OF 6. 5/8' ROD 30• LONG SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) WITH DBL 4• HELIX,FOR APPLICABILITY) NO SCREWS REQUIRED IN BOW BEND BASE RAIL DEEP ANCHORAGE Not To Sole 3' RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDF's 24' 16 GA U-CHANNEL BRACE (5 TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST BRACE ANGLE SHALL BE MIN. 45• TO MAX. 60- FROM HORIZONTAL NIPPLE TO BASE �6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x WN POST SELF -DRILLING FASTENERS CONTINUOUS BASE RAIL o BOW RAFTER/POST DETAIL �1 POST/BASE RAIL CONN. DETAIL NaToSole c� No TUSwIa REVIEWlED FOR CODE COMPLIANCE POST 'ho I . LUCIE COUNTY ,,-2' x 2' x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF 13ECHTOL ENf HEADER. OR BOTTOM OF WINDOW 605 WESTNEW YO RAIUG IRT WITH (4) #12-14 x 3WSDF's DElAND. FLORIDA (2) ON TOP OR BOTTOM.(2)ON SIDE CeMilcBOa ufA5 HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale OCD.•'•b\GENSF '•.�� :ANDSEjBNC. . WE LLJ IZc CT EOF ',�� '))IIIII1111\\\ tr TxTxT 16 GAANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4' SDFs, (2) ON BOTTOM, ITx4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) 412-14 x 3N• SDP's, RAFTER (2) ON POST, (2) ON END POST/RAFTER CONN. DETAIL 1 Not To Scaie 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 POST 1-1/2' x 1-VT x T 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL l f1 scale 2.1/4' FOR 12 GA FRAMR 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 Nol To Scale DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS GA TS POST R RAFTER POST/DBL. HEADER DETAIL Not To Scale 1-1/2' x 1-112' x T 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 012.14 x 3/4' St TOP AND BOTTOM i 1-1/2' x 1-1/2• x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-14 x 3/4' SDPs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314- SELF-DRILLING FASTENERS I RAFTER POST RAFTER POST V LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 3/4' SELF -DRILLING FASTENERS 1/8' SECURE SELF -DRILLING F�ASfENERS4• I I /' I II / 12 GA TS POST GA DOUBLETS HEADER LE TO HDR r--'\ RAFTER POST/HEADER DETAIL vNot To Scale .TI. 1a 1a:7 RAFTER IT LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs, l 24. 16 GA U-CHANNEL BRACE (S TOT POST) 48' 16 GA U-CHANNEL BRACE IS TO 14' POST) GABLE RAIL BRACE ANGLE SHALL BE MIN. 46' TO MAX. 60• FROM HORIZONTAL GABLE RAIL TO RAFTER POST 1 R CONNECTION DETAIL l u Not To Scale 1-1/2' IS GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3W SDF SPACED NOT MORE THAN 4B' O.C. 26 GA. METAL ROOF PANEL RAFTER ,'OOF PANEL ATLAGHMENT ,(ALTERNATE;FOR VERT(OaL'ROOF PANELS) Not To Scale TS LEG TS TS BAS 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4- SOPS SIDE EXTENSION �1 RAFTER/POST DETAIL Not To scale BASE RAIL 3116' NIPPLETO BASE RAIL RAFTER POST/BASE ,� BASE RAIL CONNECTION DETAIL Not To Scale RAFTER POST Tx4- 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3W SDFs, (2) ON POST, (2) ON RAFTER iTS LEAN-TO RAFTER �TxTx2' 16 GA ANGLE CLIP SECURE TO POSTAND RAFTER WITH (4) #12-14 x 3/4' SDFs, (2) ON RAFTER, POST , (2)ON POST Not POPOST / LEAN-TO RAFTER CONN. DETAIL ST REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC BECHTOL POST TS LEG POST 605 WEST NE DElAND, FLO TCmSflmfe AA RAILS S POSTS d d 7Mnac Bedlt E RAIL S. Fbdda Uce 1' Maz. TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. IH n054 � NO 8538 .Lrr I7� L x' STATE OF • •46 �'•. FLORIOP.•'•G�� SS/ I NAB E?�`� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ERNS mV BECNTOL ENGINEERING • RR w . Nrs AND 7ES7ZN 1n N S001 mexm o�m.raomm�+xiuo wieawxnnceomx I — TB I SHEETS OF6 A VERTICAL SIDE OPTION GIRTS (ryplWO SEE TABLE 1 OPENING FOR SWINGING DOOR i-1/2'18 GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR SHEET WITH NONSTRUCTURAL HEADER WITH NONSTRUCTURAL HEADER 1 OF 6 EACH RAFTER WITH (2) #12-14 x 314- SELF -DRILLING WITH 6'-1 I— ■FASTENER SPACED NOT MORE THAN 48'O.C. / 12 MAX.OPENING FOR ROLL -UP DOOR M TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE 0 BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOTTO SCALE TYPICAL END ELEVATION NOT TO SCALE GIRTS (Typical) 1 �■ .► o 1 ©i �''■ I _ v �'■ v ''�'I�■iii1 �I��v v TYPICAL POST/RAFTER/GIRT FRAMING PLAN BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE REVIEWED F( CODE COMPLI1 STa LUCIE COU SOCC ENS *OYAz) TESTING, INC. •.� • No.38538 •: :r c ; u /ONAL ///IInn\1` CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2112119 JIF�BECNTOL ENG/NEER/NG RR -._ ,ITS AM 7EBMa m eevam��rxe.u.mrW�or�mnomms '� RR .c •G79001 I — TB 1 SHEET60F6