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Home My WebLink AboutPLANSTABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS (INCHES) WIND ULTIMATE NOMINAL POST I RAFTER EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTERS /� 1 TO 150 ' 89 TO 116 5.0 6 6 B! C,/D D r lJ 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4" 14X1' sett -drilling screws with control seal washer. 3. 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. APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.R4 26 Gauge AG.Panel ' ' 10/16/15 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.R4 26 Gauge AG Panel 10/16/15 EXTERIOR DOORS SWINGING POCAHONTAS ALUMINUM COMPANY, INC. FL12903.R3 Model DD100 07/16/15 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.R1 Steel Roll -Up Sheet Door 08/18/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.R3 Model 100 VS 07/08/15 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 /`/I' J o-rz_ PREPARED BY: ST.LLTCIECOL\TYBUILDLNGDIVISION' BECHTOL ENGINEERING AND TESTING AWIMNVED FOR COMPLIANC 605 WEST NEWYORK AVENUE REVIvli`ED DELAND, FLORIDA 32720 ATE Certificate of Authorization No. 000054��JJ 1 'PLANS ANJJ PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE AIADE. CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: CONCRETE SHALL HAVE AMINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFRRCING BARS SHALL BE: 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1-1/2 INCHES ELSEWHERE. SCASN1NED St. Lucie County F HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS'• REQUIRED BY FIELD INSPgCTORS THAT. MAYBE NECESSARY IN ORDER.TO:% COMPLY WITH ALL APPLICA®LE CODES, REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. TO CERTIFY THAT THE CALCULATIONS AND pt�pq�1J II//TT�{HHRISSI�IS HAVE EEN PREPARED 13Y GALVANIZATION: UDVJ9® S DInWU�UItf; Y6ED PROFESSIONALEIN ENGINEER,ENGIINEER, AND METAL FOR USE IN ER EXTERIORNSTRUCTION AND NOTy'Ij OEXPOSED Jry'Irq pQ I}�ER THE S OF TO THE WEATHESSORIES DIRECTLY BE GALVVANIZED N ACCORDANCE A�}dI IIdSt1 �Q 4V FLORIDA BUILDING CODEWITH WITH ASTM A 153, CLASS B-2. METAL PLATE S, BOLTS N�� 'C'Ifl�Jdryr7yV ,(,�QU�,9�'�� 1 PLANS ARE VALID NAILS EXPOSED DIRECTLY TOT E WEATHER SHALL BE STAINLESS STEEL OR LYR439��Y �� j$ i lE FLORIDA BUILDING HOT DIPPED GALVANIZED. CODE. _.,aA611111ifn. 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, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, 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 APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. ��jj g 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4' x 1' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER Q 6.O.C. AVERAGE. y S. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1' SELF DRILLING SCREWS. €f®[Jjl 6. ALL SHOP CONNECTIONS SHALL BE WELDED. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN W OF EACH CORNER POST AND ONE WITHIN 6' OF EVERY OTHER INTERIOR 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. S. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. OVERALL LENGTH VARIES 26 GA GALVAN® METAL ROOF PANELS FASTENED TO RAFTER WITH 1N' x 1• SCPx WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) 12 Q 3 BO%PAVE OPTION � SIDE EXTENSION 34'16 GA ULHANNFL BRACE 11II 6'TYF. MONOLRHICSLABFOUNOATION I CONCRETE I 4 ANCHo6s NOT REouwEDwnx TYPICAL BOW RAFTER SECTION CONCRETE SLABCONSTRIILTMf1 ISEE BETAL 1 OR z SIEET 5 OF I) Na To Scae 26 GA. GALVANUED NETA ROOF PANELS FAGTENEDTO RAFTER WRH 1M zt' SOP% WITH CONTROL SEAL WASHER 12 (SEE TABLE i FOR FASTENER SPACING) 3�j�`\ CONNECTIONS. WEIR ALL SIDES BOIH SIDES fi BO%EAVE OPTION 3 S SIDE EXTENSION 3 WISH GRADE MONOUTHICSIABFOUNDATION ORTOP OF CONCRETE (OPEN SLAB (OPEN CARPORTS ONLY) TRUSSED BOW SECTION ANONORB NOT REOIIOiED WIIII NMTOSmb cONrnEfESII8 C0N51NYCRON. (STEOETAa t oR161�ET90F4) 36 GA G41. VMOgD METAL ROOF PANELS FASTENEDTO RAFIERUBOW FRAME WITH 1N•a1•E TABLE LOFASTSEALWASHER (bEETPBIE 1 FOR FASTENER SPACING) d fi C 3 3 BO%PAVE OPTION B 3 LFAIFTO RAFTER SEF ' BELOW TOP OF B 9 MONOLTHIC SLAB FOUNDATION e 3 4 2 1 (OPEN CAI US PORTS ORETE SLAB 3 - (OPEN CARPDRTS ONLY) 3 14'-0' MAX SPAIN 3RpFTE SPAN'I ANC4DAS NOTREp{IIRFD VAM ) CONCRETESIABCONSIRIICTWN. ISEERTNLI0R;51 30FO TYPICAL SIDElLEAN-TO EXTENTION SECTION Not To Scale .1—ICI—_ICI. I^ TABLESEE F F 4 i�o_nlow[_ SIDE OR END .. TABLE• SHEET 1 F SEET LEI -• 1 II IIIE111111 I�uc111111111 I17111111111�11111�11111�IIIIlIL=1111111111 �111�1111111�1111 �III11�11111�III1=11 ANWd18NDT REOOWFDNTIII MEED TESIAB f2.SHEN3OF 4) (SEE DETAa t OR 2 sNtYT a Df O OPEMNGFORRCLLVPORSMONG NODRVTH NONSTRUCTURALHEADER END WALL OPENING —SEE TABLE 1. SHEET 1 OF 4 1 I �ro ssL5� R"Q�1 26 GA GALVAIUIED METAL SIDE PANElS. SEWRE WALL PANELS TO RAPIER P09TSAND END POSTS WRN tN•z 1-SELF-0RDLNO b (SEE TABLE FORFA SEALw SPACING) (bEE TABLE 1 FOR FAbTENER bPAgNO) �• (SEE SMEET37 ANCHORS NOT REp1lSEOlNIII ,U DETAIL DgSTU3OF4) ($EE OETIIL 1 OR251FET9 K.) \ 26W OLLVAN®NETN ROOF PANELS FAbiENEO TO RAPIER WTM iN'z 1'SOFi WITH LONTROLSFAL WISHER (SEE TABLE 1 FORFASTENER SPACNG) EETABLEI.SHEET,1 F4 MAX NA)( 26 GA. GALVANIZE METAL ROOF PAN S y MAX '-0 -0• 1-0 MAX -0' M.0 - ' A) R GABLED OPEN END WALL SECTION Not To Scale BOX EAVE OPTION OWN ENGINEERING. 30' LONG WITH ROD AND DEL a HELM EYE ANCHOR DETAIL 3. SHEET 3 OF 4) SIDE OPENINGS Not To Scale (SEEDErEsIO coNbm 3DF 4) (SEE CETAR 1 OR). 6XEET 9 OF.) TAME 1. SHEET 1 Of 4 26 G0. GALVANIZED METAL ROOF PANELS 6 G0. GALVANIZED METAL SIDE PANELS GROUND ANCHORS Q EACH END b 4 RAFTER POST AND EVERY OTHER 4 4 7_�END POST LOCATION ANatoRs NorREolma:ovmm (SEE DETAIL 3ON SHEET 3 OF 4) CGYfA21E 81AB Cbb1RIICI[YI. (sTb DETAa1DRzsxffraoF41 END WALL SECTION NMTDSe NOTE 14 GA FRAMING IS 2-12x 2-12' TUBE STEEL ITS). 12 GA FRAMING IS 2.1/4' x 2-1/4'TS. NIPPLES ARE 2-1/4' x 2-1/4. 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2• %T 12 GA TS FOR 12 GA FRAMING. kiIIIIIIIII/ BECHTOL ENGINEE(ND• • • •1�„k[1t'dj g 6D5WEST NEW YORKAYLW '• . C 3 DELAND. FLOIUDA •'k.ICENSF • ;' ColtiTrcete otANAorimtl � i Nq .Ij c 38 i MONOLITHIC SLAB FOUNDATION B 3 4 3 CONTINUOUSCONCRETESLAB (OPEN CARPORTS ONLY) 4'-0' MAX. SPAN — CONCRETE T SLAB CUWEOVTN SLAB 2.SHM3OF4) (bf:E DETAR t OR3.SHtii3OF4) z EAXHIB DBL4•HELMWITHIN (SEEDECHBOWW 30TENSIONS (SEE CETNLJ, bHEET 90F4) TYPICAL FREESTANDING LEAN-TO Not To Scale 15 F? LATE OF .'44 � ORION.-" 3 VAL S �k14 CAROLINA CARPORTS, INC. 0.10.15 BECHTOL ENGINEERING �•�• RR Nis AND TESTING, Inc. mmMwA�M ttto!lM1.L NO NNDew IImlo DVo¢R � TB G75001 '�'�TY CYCRo/IF INSTALL 12' x MINIMUM S EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS —{ j--2' MINIMUM EMBEDMENT FOOTING CONCRETE BASE RAIL ANCHORAGE 1 Nol TOScale (OPTIONAL) DRILL 5/8'HOLE THROUGH THE r2'WASHERS BASE RAILANDSECURE TO /I ANCHOR EYE WITH'12' DIAMETER TSCONTINUOUS THROUGH-BOLT1 BASE RAIL MINIMUM CONTINUOUS 4' CONCRETEPAVEMENT - EYEANCHOR 5/8' ROD 3D' LONG WITH DBL 4' HELIX ALTERNATE CONCRETE BASE RAIL ANCHORAGE Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE EXPANSION ANCHOR BOLTS) TS RAFTER POST 27L4.16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH 1/4' x 1' SOFs, 2 ON POST AND 2 ON RAFTER TS LEAN-TO 2'x2'12' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH 1/4' x V SDPs, 2ON RAFTER, 2 ON POST POST / LEAN-TO RAFTER CONN. DETAIL Not To Seale INSTALL 12' x MINIMUM 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN S OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS NO SCREWS REQUIRED MIN. S IN BOW BEND MINIMUM 2-12'EMBEDMENT r 6-1/2 . MINIMUM 4' CONTINUOUS 4'CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE � Nol7o Scab (OPTIONAL -OPEN CARPORTS ONLr) RILL SIB- HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR U 5/8' ROD 30' LONG WITH DEL 4'HEUX-----4 24' 16 GA U-CHANNEL BRACE (S TOT POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BOW RAFTER BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NOTE:. BRACE NOT REQUIRED AT 24.16 GA U-CHANNEL BRACE (S TO T• POST) 48' 16 GA UCHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT CORNER IF END ENCLOSED 3' 3• 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH 4 1/4'x l' TS RAFTER POST SELF -DRILLING FASTENERS �1 BOW RAFTER/POST DETAIL Y Not To Stale NIPPLETO 3116' 6'LONG TS NIPPLE RAFTER /-SECURE WITH 4114'k1'SDFa \12' LONG TS NIPPLE. I SECURE POST TO NIPPLE WITH 4 1/4' x 1' SDF§, ) 6' e 24'16 UCHANNEL BRACE(5' TO T POST) 48' 16 UCHANNEL BRACE (V TO 14' POST) BRACE GLE SHALL BE MIN. 45' TO MAX 60' FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT CORNER IF END ENCLOSED TS RAFTER POST BASE RAIL ANCHORAGE Not To Sc le 2-12' FOR 14 GA FRAMING 2.114' FOR FASTENEDTOTHEP05TAND RAFIERPm=NEDAT45 DEGREES. WITH 2-IW x t' SELF-0RILLING SCREW 5 AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale SIDE EXTENSION RAFTER/POST DETAIL Na To Style 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)1/4' x V SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Sale RAFTER S LONG TS NIPPLE SECURE POST TO NIPPLE WITH 41/4' x i' SDF's RAFTER POST �1 BOX EAVE RAFTER/POST DETAIL � Not TO Seale 1-U7 x 1-12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL W14 1/4SU' SDPS, 2 ON TOP, 2 ON BOTTOM I-2'x 1-12'x 2'16 GA CUP ANGLE SECURE TO RAFTER PoST AND GABLE RAIL W/ 4 1/4711' SDFs TS GABLE RAIL 2ON TOP, 2 ON SIDE TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Na To Soeie NOTE: 14 GA FRAMING IS 2-12' x 2-12' TUBE STEEL ITS). 12 GA FRAMING IS 2-1/4' x 2-1/4'TS. NIPPLES ARE 2-1/4' x 2-1/4' 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2' A Z' 12 GA TS FOR 12 GA FRAMING. NIPPLE DEL. HE S NIPPLE ACH W RH 4 1/411' LING FASTENERS POST (_,1 RAFTER POST/DBL. HEADER DETAIL NoI TO Scale 2'x2W' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'x 1' SDFS, 2 ON TOP AND 2 ON SIDE END POST END POST/RAFTER CONN. DETAIL Not To Scale 4' x 1' SDF 12' O.C. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA galvanized steel with baked on epoxy primer & polyester lop coat RAFTER POST LONG TS NIPPLE 1/6' SECURE WITH 4 114' x t' SELF -DRILLING FASTENERS TS HEADER LE TO MDR. �1 RAFTER POST/HEADER DETAIL Not To Scale TS RAFTER 14Y2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH 4 1/4'x1' SDFs CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale TS NONSTRUCTURAL HEADER SWINGING DOOR (Size "des, see plan) 0 6' LONG TS NIPPLE SECURE EACH WITH 4 1/4' x t' SELF -DRILLING FASTENERS . ITS POST BASE RAIL y18' NIPPLE TO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Not To Swle POST 2' x 2' x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH 1/4' x 1' SDF's TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW ,-RAIL, OR GIRT TO POST CONN. DETAIL Not To Sale TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASEAYINDOW RAIL OR NONSTRUCTURAL HEADER 2't )O 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 4-1/4'xl' SDPs, 2 ON BOTTOM AND 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 %1 NON-STRUCTURAL HEADER CONN. DETAIL Y Not To Sale NIPPLETO BASE RAIL 6' LONG TS NIPPLE SECURE WITH 4 1/4' x 1' SDP% CONTINUOUS BASE RAIL %1 POST/BASE RAIL CONN. DETAIL � NM TO Stale NOTE: 14 GA FRAMING IS 2-12' x 2-12' TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4' x 2-1/4' Ts. NIPPLES ARE 2-1/4' x 2.1W 14 GA TS FOR 14 GA FRAMING. NIPPLESAREY[2'l2GATSFORI2GAFRAMI G %littli.'111 m�RN. DELAND. FLORIDA 32720 % OF,;., Ced"'ale ofAWmrbaOon N_ s; I N0.38638 1/4'x 1'SDF O ® 12' O.C. I C00Al NOR:XTERIOR AL(fcNc CAROLINA CARPORTS, INC. A SECTION Not To Scale 10-t&76 BECHTOL ENG/NEENNG J;;RR NTS AND TESTINi, Inc " TB 'a' G16001 TB SHEET40F4