Loading...
HomeMy WebLinkAboutCARPORT PLANSI FBC APPROVED PRODUCTS Lk._ MAXIMUM ALLOWABLE WIND SPEED CIA APPROVAL EXPIRATION PARTIALLY PRODUCT CATEGORY SUBCATEGORY MANUFACTURER No. $ DATE DATE OPEN ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 100 180 180 26 Gauge AG Panel 16/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 180 180 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 09127/19 WA - N/A WA 806 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR. DOOR AND METAL COMPANY FL17996.3-RI 0911420 N/A 156 138 Series 402-14 01/29I18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY 19L179965AI 09/1420 WA 165 147 Series 407 01I29I18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/19 WA 180 174 Model = (17 Max, Width) 10/06/17 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS. INC. FL16806.1-R2 1111120 NIA 158 138 Steel Roll Up. Sheet Door (12' Max. Width) 01/10118 _ WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R4 1011723 WA 175 157 Model 185 SH 1229117 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PROD UCTLINES 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. 21 FRAMING CONNECTIONS FORDOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED PRODUCT. TABLE 1 RAFTER FkAmE, END POST, GROUND ANCHOR AND PANEI%, ITENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURUNS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED_ SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 -6.0 6 6 1 C 151 TO 180 117 TO 139 4.0 S 6 NOTES: 1. Specifications applicable to 26 gauge metal mof and Wall panels fastened directly to 12 or 14,gauge steel tube framing, or 16 gauge hat channel roof pudins. 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 root heights and/or slopes may vary. GROUND ANCHOR SCHEDULE 14 16 0 18 20. c!) 22 Z 0 24 m 26 28 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 -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UT11-maSTORAGE 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; ING.,'WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURESHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING; INC., SHALL NOT BE RESPONSIBLEFOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE50KSI 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 912-14 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 2500PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-WVAXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 18S, 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 5' OR EQUIVALENT OR WEJ4T ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10; SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 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 (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. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ONEXTERIORWALLS. 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 OFFLOOD 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. 1D SHOWN ON SHEET 4 OF SCAB�' NNE 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 PREPARED BY., BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 (10 y -05'9'e REVIEWED Fuu-L CODE COMPLIANCE ST. LUCIE COUNTY BOCC C% THIS IS TO CERTIFY THATTHE 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 Certificate ,,\\\71411 RGn, rLV� PLANS FOR USE IN THE_STATE OF FLORIDA BECHTOL ENGINEERING -RR u•,. NTS ANo.TES7rNG, m. '1g0"`6TB SHEET BOW FRAME RAFTER . _,-EN CARPORT- HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BL:_-ING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL-UPDOOR SWINGINGDOOR ROLL -UP DOOR SWINGING DOOR (As epPlipble) (As appllpble) (As appllpble) (As appllpble) ENCLOSEOIENGTH 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 NOTTOSCALE 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 applimble) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As appllpble) (As appllpble) (As appllpble) Emi- LLL TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF FLOOD VENT (As applicable) ROLL-UPDOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As eppllpble) (As appllpble) (As appffmWe) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERIN( A! TES ING, INcc 605 WEST NEW YORK AVENUE^Z• 3g53$ ••. �C DELAND, FLORIDA 32720 h O• N CerVflpte of Am tion No. y L+- l� LLJ omas Bech , P.E. Florida Upnse o.365 j�O •'• FLORA .•'/� �� CAROLINA CARPOR/f/J,' IN'd\\ GENERIC PLANS FOR USE INTHE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION v1a19 - NOT TO SCALE BECHTOL ENGINEERING NOT TO SCALE NOT TO SCALE J '.." .RR NTS AND TESTING, Inc °°` RR "' G19001 °•"`a""°-""°�'� "�°V6 TB SHEET20F8 26 GA. GALVANIZE. me SAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) N12-14 x 314' SDFs AT EACH END (4 PER BRACE) >24'TO W' TYPICAL INTERIOR.RAFTEWPOST FRAME SECTION - BOW FRAME NOTTOSCALE NU I I U JUALF (TYPICAL) 12 Q3 24116 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 412.14 x 3/4' SDFs AT' EACH END (4 PER BRACE) 24' >M TO TYPICAL INTERIOR RAFTER/POST FRAME SECTION -BOX EAVE -:HORIZONTAL ROOF. NOTTOSCALE SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE SEE TABLE 1 OP.ENING FOR SWINGING SHEETDOOR WITH NONSTRUCTURAL. 1OF6 HEADER, AL SIDE WALL OPENINGS FRAMING SCALE ' SEE' 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) M12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1.IW 10 GAUGE FURRING CHANNEL FASTENED TO. EACH RAFTER WITH (2) 012-14 x 3/4' SELF-0RILUNG FASTENER SPACED NOT MORE THAN 48' O.C. 6' i 4. SEE TABLE 1 SHEET IOF6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN _ VERTICAL'ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN, NOT TO SCALE -1" TO 30' TRUSSED RAFTER - BOW OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE - ROOF EXTENSION OPTION 24- 16 GA U-CHANNEL BRACE (IT TO 48' 16 GA U-CHANNEL BRACE IS TO I 45' TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER. GABLE END FRAMING PLAN NOTTOSCALE 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 FRAMING PLAN (BO i V� BECHT S �NRASTER)).'• i ITES INC. N° w = :w- z, o CAROLINA CARPO t'§;1INC: GENERIC PLANS FOR USE IN THE STATE OF FLORIDA N TS BECNTOL ENGINEERING a'-� _RR _. p/Tg SING ANn rEsnNG, Ina 2AMING PLAN 6( """F6 TB ' ' SHEE-SHEET3 AWA 2' x MINIMUM S TAPCON REDHEAD LOT R.12-x MINIMUM 5-12' EXPANSION ANCHOR BASE RAIL WITHIN 6'OFEACH OSTS ALONG SIDES AND EVERY END TALONG END WALL SECTIONS MINIMUM2' MINIMUM INT MINIMUM 2-12' EMBEDMENT CONC. FOOTING (2500 PSI MIN.) WITH 2ISs CONTINUOUS �1 C.ONCRETE BASE. RAIL ANCHORAGE �� NoI TOSWa ' RAIL • - I (SEE GROUND ANCHOR MINIMUM4' SCHEDULE, SHEET t OF 6, FOR REQUIRED ANCHOR) CONTINUOUS4' CONCRETEPAVEMENT 'EYEANCHOR �� CONCRETE BASE RAIL ANCHORAGE ,� Not To SWe (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN M DETAIL IS) - TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASEIWINDOW RAIL OR NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) 25Q'x2. 16 GA'ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4)1112.14 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. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. INSTALL 12' x MINIMUM S' TAPOON REDHEAD LOT DRILL 51W TH ANCHOR OR I2' x MINIMUM 51/2' EXPANSION ANCHOR DRILLS/8' HOLE THROUGH THE 2•WASHERS HOLE ..JvN 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 WALL POSTALONG END WALL SECTIONS ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLTS TS CONTINUOUS BASE RAIL ANCHOR EYE WITH 1/Y' DIAMETER THROUGH -BOLT CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE tR Not To Scale (OPITONAL- OPEN CARPORTS ONLYJ 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 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH, (4) 912-14 x 3/4- SDPs RAFTER POST ��BOX EAVE RAFTER/POST DETAIL. c/-1 Hol TO Scale TS 1-12' x4-1IT x 2' 16 GA CLIP ANGLESECURETO POST AND BASE RAIL WITH (4) 012-14 x 3/4- SDPs, (2) ON TOP; (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale TOP OR ST BASE RAIL EYEANCHOR 51W ROD 48' LONG WITH 6, HELIX OR (SEE 5/8' ROD 60' LONG (SEE GROUND ANCHOR EYEANCHOR GROUNDANCHOR WITH 7-HELIX, 'SCHEDULE, SHEET 1 OF 6, S/B'ROD 30-LONG SCHEDULE; SHEET I OF 6, AS APPLICABLE +FOR APPLICABILITY) WITH DBL 4'HEUX FORAPPLICASILITY) 8_��1 BASE RAIL DEEP ANCHORAGE Iv Not TOSWe NO R IN BI BOW RAFTER 24716 GA U-CHANNEL BRACE (S TO T POST) 48.16 GA U-CHANNEL BRACE (e' TO W POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 6W FROM HORIZONTAL NIPPLE TO BASE RAIL 3• `W LONG TS NIPPLE SECURE RAFTER AND POST TO T NIPPLE WITH (4) #12-14 x 3/4' 3AFTE2 POST SELF -DRILLING FASTENERS BOW RAFTER/POST.DETAIL _ Not To Sole. TS POST (12 GA IF,ROLL-UP DOOR FRAME) 2' x 2' x X 16 GA ANGLE CUP SECURE TO POST AND TOP OF. HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) #12-14 x 314' SDP% (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 .RAIL, OR GIRT TO. POST CONN. DETAIL Not To Scaie BASE RAIL ANCHORAGE NMTo Scala. 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDPs RAFTER POST CONTINUOUS BASE RAIL %1 POST/BASE RAIL CONN. DETAIL NMTOScge - \\\��11111TIr". "I. BECHTOL ENGINEERIlNG IN 605 WEST NEW YORK AVENUE C- � DELAND.FLARo ri 32T20 �' CaNflWtaofAut iza6on _ y W _ Thom sB ,PE. — EOF :` Florida Ueens FLOPS, FILE CO��;FsSIONP�,``', Illllfl111T CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE; OF FLORIDA 2112119 .m BECNTOL ENGINEERING au.. . RR .. ws . AND TESTING, In, rmnoasr�. osmuixm. �wx mn,c orax� ose� RR P6. G79001 "'"°"`TB ''SHEET40F() NIPPLE DBL HC r 2'x2 x2' 16 GAANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x af4' SDF's, (2) ON BOTTOM, (2) ON SIDE OR . n016 GA PLATE SECURE TO EACH SIDE OF TS END, POST POSTIRAFfER CONNECTION WITH (4) 012-14 x 314' SDPs, A (2) ON POST, (2) ON RAFTER %1 END POST/RAFTER CONN. DETAIL Sa- - . �cANGLE SECURE RAFTER AND GABLE RAIL WITH (4ER AND GABLE RAIL W1Ri (6) #12-14 x 3W SDPs, (2) ON TOP, 16 GA (2) ON BOTTOM RAIL WITH (4) iV-14 z 3/4' SDFS (2) ON TOP, (2) ON SIDE TS GABLE RAIL POST GABLE RAIL TO RAFTER POST 8CONNECTION DETAIL Nol TOt 2-114' FOR 12 GA FRAMING 2.12' FOR 14 GA FRAMING 16 GAUGE UCHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 314-SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale IERS RAFTER POST TS GA DOUBLE TS HEADER LE TO HDR. RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL Not TO Scale 9 Not To Scale 1-12' x 1-12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4)#12-14xffi4'SDFs, NIPPLETO 3/16' 6'LONG TS NIPPLE TOP ANO BOTTOM RAFTER - SECURE WITH,(4)#12-1\\\4x 314'SDFs TS RAFTER RE 12"LONG TS NIPPLE. SECURE POST TO NIPPLE WITH f41#12-14x3/3/4'SDFa._ 1-12' x 1.12' x 2- 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-14 x 314' SDFS, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TS CABLE RAIL TO NIPPLE WITH (4) 012-14 x W4' SELF -DRILLING FASTENERS I RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL o Not To Sale .. .. FURRING SDP FqT�TwiT-'-H ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 24.16 GA UCHANNEL BRACE (5-TOT POST) 48-16 GA U:CHANNEL BRACE (V TO W POST) BRACE ANGLE SHALL BE MIN. 45• TOMAX. 60- FROM HORIZONTAL SIDE EXTENSION �ZRAFTER/POST DETAIL. ENot To Smle' . NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6, TS NIPPLE EACH WITH (4) #12.14 x 314" GA TS POST BASE RAIL 3H6' NIPPLETO BASE RAIL RAFTER POST/BASE 0 BASE RAIL CONNECTION DETAIL w NotTo Scale RAFTER POST PLATE #12-14x3WSDFs, )ST. (2) ON RAFTER ITS LEAN-TO RAFTER RAFTER WITH (4) 012.14 x 3/4' SDFS, (2) ON RAFTER, (2) ON POST . Pt TflSOST / LEAN-TO RAFTER CONN. DETAIL - Nowle. \\IA1111111/)/j, BECHTOL ENGINEERIW , 13mSiG,'IN 605 WEST NEW VORK AVVNI® DELAND. FLORIDA 32728' CerdBrateof olli- q N y8538 y 1, T T� otnes B d Pm Florida u se No.3 S-IA'(E OF FLORI,.-' F' . ONAL .��. CAROL.INA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA. MVBECHTOL ENGINEERING �^�• RR _ '�" . NITS V _ AND TESANG, Ina romuw.oaxaoxr. on>mdbrtu. Wmeux �� °`O� RR "'�""' G19001 ""'"'•"��'m �TB SHEET5OF6 VERTICAL SIDE OPTION GIRT (T)PI�l SEE TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE WINGING DOOR CTURAL HEADER BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION _ NOT TO SCALE GIRTS (TYCidp 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING 6'-1 r- FASTENER SPACED NOT MORE THAN 48' O.C. OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER lam. m ��* - . �:... �: It oNo"T �, pro © m o\�i ER LENGTH VARIES DEPEND NG AND �A14D SPACING OF ,. TYPICAL POST/RAFTER/GIRTFRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE 13 BECHTOL ENGINE NG;i3Or % 605 WEST NEW YORK DELAND, FLORIDA 32 VV Ce168cateof Authodz 538 O- _ w— oman BedMi P.E. Florida Uoense .o,'(E of PLO Fit O CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA v1v1s BECHTOL ENGINEERING Ir-• RR NTS AND TESnNG, Inu m�,vmo. ®rzourw. ww.wYee4 tw W�oyaa smen Deems o"R4 RR _ "°' G19001 4nrawwm„w omn .awrea TB SHEET60F6 FOR M ca Cb SO) ti O 1-UUNU0FaF-lHUNKUV & CV'T ". FOUND I 'FE D & CAP (SM4Sf.—j,V.62'K9 S89*57'15"W 300.00' .8' dq 41 METAL SHED L\V/ I (NO CONCRE7E) 8a4' / T —W00&FWiESHEiTZ (NO CONCRETE) F 92.22' I,., 85. IF 25'- UNNAMED ON PLAT FENCE CORNER (10, 62'& 0. 79'S) 2nn, REFAINING WALL F V 78 10. 6'' ?, LOT 67BLOCK 6 F— to SED77CARE4 L covEREo co 16.. gn ty 2196, 1. 01 !i� of tt loil ml tr 68.01 N89052"15"E 300.001 125.6' 105.8' LOT 68BLOCK 6 6 lz� MIN. SIDES CNR S' FEIVCECORNER (ONLINE) Im H. I ROCKDWEWAY. ,:, WPP REQ. C013Y WATER METER FJ? I —4 FOUNDWIRONROD (NO ID) (0. 60'W 0. 2 I'A)