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HomeMy WebLinkAboutCARPORT PLANSMETAL CARPORT INSTALLATION PLANS AND DETAILS e - TABLE 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 / RAFTER EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 B, C, D or 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" self -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 APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 26 Gauge AG Panel 10/13/16 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Series 402-14 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 Model 203 05/31/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC, FL12940.2 Model 100 VS 01/06/16 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 CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: 3 INCHES 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. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 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, 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 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. 5. ALL FIELD CONNECTIONS SHALL BE 1/4" x V SELF DRILLING SCREWS. 6. ALL SHOP CONNECTIONS SHALL BE WELDED. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" 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. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. THESE PLANS AND ALL PROPOSED WORX ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYFIELD INSPECTORS THAT MAYBE NECESSARYIN QRDPR TO ; COMPLY WITH ALL APPLICABLE CODES. �� �.— 0 ) 3 ST. LU - U\ I Y BUILDENG DTVISION' REVIEWED FOR COS IANCE REVIENEB DATE PLANS AND PERIMT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 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; FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISI(qq PFTlH ifL ORIDA BUILDING CODE INC. GANNED '//,, SIONAL \� BY St. Lucie County CAROLINA CARPORTS, INC. BENGINEERING ERR Ms ANDDrESTlNTESHM G, !nG �� .m �• mM �� TB G761 m cuvcr � 25 GA. GALVANDED METAL ROOF PA. FASTENED TO RAFTER WITH 114' x V WRH CONTROL SEAL WASHER (SEE TAME I FOR FASTENER SPACING). 12 Q3 BOX EAVE OPTION SIDE EXTENSION T4. 16 G4U{HANNEL BRACE FASTENED TO RAFTER)NIIH (2) IM x 1-3ELF-0RILLING SCREWS AT EACH END (4 PER BRACE) GRADE MONOLITHIC SLAB FOUNDATION ORTOP OF "TOP CONCRETE CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) —30'-W MAX RAFTER SPAN PHCHONSNOTREOUIRFDK .: F_"v uy CDNCRElESLABCONSTRIR.TpN. WT-Z 6 (3EF DETAIL1 OR 2. SHEET 3 CF 4) 36 GA GALVANRFO METAL ROOF PANELS FASTENEDTO RAFTER WITH 114-x1- SF3 WITH CONTROL SEAL WASHER 12 (SEE TABLE I FOR FASTENER SPACING)_ 3� CONNECTIONS, •WELD ALL SIDES BOTI SIDES 5 SOX EAVE OPTION 3 S SIDE EXTENSION 3 INISH MONOOROCSUBFOUNDATION ORTOPOF CONCRETE CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS SEE TABLE 1 SHEET 1 OF 4 OPTIONAL 26 G0. RPANEL SIDE OR END PANES SEE TABLE 1 SHEET 1 OF 4 III SEE TABLE 1 SHEET 1 OF 4 25 GA R-PANEL ROOFING SEE TABLE i SHEET 1 OF 4 8' 6' 6' (SEEDETULf OR2.3HEET3OF4) OPEMNG FOR DDOR WIINNO • I O-f • DEPENDS IIIII�1—i—i�iO o v © v �1� v v • ,:..I� '_ .. I� _ I� �I■I I■ICI �I■I I■ICI li �I■I I■ICI I■ICI I■ICI' li �I■I �I■I �I■I I■ICI �I■I I■ICI Ilei v 1■i■i_ li i� �rul, —GROUND ANCHORS ® EACH END RAFTERPOSTANDEVERYOTHER i p RBn Wi1H INTERIOR RAFTER POST LOCATION SIDE OPENtM STRUcnpN. //�� L Er3OFe Q (SEEDETAIL3.15HEET301'4) Not To Scala Lt SEETABLEI.SHEUI OF4 -0'��6'-0' M'RK IMAX M4XCMAX +EETABLELSHEET10F4 MqX MAX AX MA% —TS HEADER 6 GA. GALVANIZED 6 METAL ROOF PANELS rl6 GA GALVAMZED METALSIDE PANELS. 4 SECURETS WITH NELS 1- RAFTER POSTS AND END POSTS CON 1M'x I'SELF-0NLLING (SE EV/S `NI CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) TS ENDWALL POST TS POST END —cV 41 MNA. IVirl en Jrpv ANGiORS ' END WALL OPENING AN NDRS NDT REaM�DP H (SCENE DEEP CONCRETE3LABCONSRAKipH TRUSSED BOW SECTION NWTOSCSle (SEEPETAlIOR2.SHEET3OF4) AxUIURSxoTREpuWEp W1tN Not TO S.I. coECRETESIO ZSNEET 3OF 4) (SEE OETAa1 oazsxBEr3orq BOX EAVE OPTION L TO RAFTER SET BELOW TOP OF LEG (BOW FRAME OR BOX F W)— MONOLITHIC SLAB FOUNDATION ANCHORSNOTREONREOWIFH CONCRETE SLAB CONSTRIICRON. ISEE DETAI- I OR 2 SHFET3 OF 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER) GABLED OPEN END WALL SECTION Not To Scale 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER W 1M'x I' SDFS WNN CONTROL SEAL WASHER (SEE TABLE I FOR FASTENER SPACING) I OF4 [ZED ANELS BOX EAVE OPTION 3. MONOLITHICSLABFOUNDATION 2 4 3 (OPEN CART S CONCRLY) SLAB (OPEN CARPORTS ONLY) 4'-0' MAX SPAN. M.DRS NOTMCUTAED WITH WNC ETE SUB CONSTRUCNON. 'SCE DETM I ON Z SHEET 3 OF 41 S.OFx DBE 4- 4TMIN EAH FIASTERWE)IITENSIOMS (SEE DETAIL 3, SHEET 3 OF Q TYPICAL FREESTANDING LEAN-TO Not To Scale GA. GALVANIZED :TAL SIDE PANELS 41 f---GROUNO ANCHORS @ EACH END 4 RAFTER POST AND EVERY OTHER 4 END POST LOCATION (SEE DETAIL 3 ON SHEET 3 OF 4) END WALL SECTION Not To Scale NOTE: 14 GA FRAMING IS 2-1/2' x 2-1/ TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4' 2-1N'TS. NIPPLES ARE 2 fjj i-1 11114" T� FOR 14 GA FRAMING. NIPPLES;`2&��xZ1 ATf FOR IJ!,GAFRAMING. BBC ENGINEERING ANT; UNG, INC. 6p,LRNES AEW YO {y DElA1b-P�LORIDA 32720� ♦" CAM' caWpf AuthorizBOon.C1a 54B * = d .r iOIII�S •Id, i Nb 7;/PNAL IE `"'���� CAROLINA CARPORTS, INC. MBECHTOL ENGINEERING RR NTS 'D AND TESTING, io. msu3oR 4m161Y0`K Drxoommy xm w3wxs 31snc Dm¢e G76007 -- x`"a£6 TB I SHEET20F4 I 24' 16 GA U-CHANNEL BR/: ',TO T POST) INSTALL 72' x MINIMUM 5' EXPANSION ANCHOR INSTALL 1/2'x MINIMUM 5' EXPANSION ANCHOR _ 48' 16 GA U-DCHANNEL BRA[',. �014' POST) - THROUGH BASE RAIL WITHIN 6' OF THROUGH BASE RAIL WITHIN 6' OF EACH , BRACE ANGLE SHALL BE MIN. 45' RAFTERA30W POSTS ALONG SIDES OR INSIDE ALONGOR RAFTER POST ALONG SIDES AND INSIDE R TO MAX. 60' FROM HORIZONTAL SIDES EVETERIBO R END WALL EVERY OTHER E END EVERY OTHER END WALL POST ALONG END NOTE: BRACE NOT REQUIRED AT WALL SECTIONS NO SCRE CORNER IF END ENCLOSED REQUIR MINIMUM 2'MINIMUM MIN. 6' IN BOW BE NIPPLE TO \ 3/16'f� RAFTER MINIMUM 2-12' EMBEDMENT- 16 GA U-CHANNEL BRACE IS TO T POST) MINIMUM 2-12' EMBEDMENT ' 16 GA U-CHANNEL BRACE (8' TO 14' POST) •. + ACE ANGLE SHALL BE MIN. 46' TS RAFTER • •- - aO MAX. 60' FROM HORIZONTAL e OTE: BRACE NOT REQUIRED AT .• ,- 12' ORNER IF END ENCLOSED 6• MINIMUM 4' 6'LONG TS NIPPLE LONG TS NIPPLESECURE POST TO NIPPLE WITH CURE RAFTER AND POST TOONOLITHICCONC.FOOTING(2500PSIMIN.) (4)1/4' x 1' SDPs 12'�I CONTINUOUS 4'CONCRETE PAVEMENT PPLE WITH (4) V4x WITH 2 05's CONTINUOUS LF-DRIWNG FASTENERS NREINFORCED TS RAFTER POST r71 CONCRETE BASE RAIL ANCHORAGE Not TO SWa (OPTIONAL) DRILL 61W HOLE THROUGH THE r2'WASHERS BASE RAIL AND SECURE TO /I ANCHOR EYE WITH 12' DIAMETER Te 1n MINIMUM L CONTINUOUS 4' CONCRETEPAVEMENT EYEANCHOR 5/8' ROD 30' LONG _ WITH DBL 4' HEa ALTERNATE CONCRETE BASE RAIL ANCHORAGE Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE EXPANSION ANCHOR BOLTS) TS RAFTER POST 2'x4- 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSWRAFTER CONNECTION WITH (4)114' x 1' SDPs, 2 ON POST, 2 ON RAFTER TS 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4)1/4' x P SOPS. 2 ON RAFTER, 2 ON POST POST / LEAN-TO RAFTER CONN. DETAIL � Not To Sgie 2 C-0-NCB ( ASE RAIL ANCJ iORA E Not To She (OPTIONAL- OPEN CARPORTS ONLY) DRILL 51W HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER OR EYE ANCHOR u 518' ROD 30' LONG WITH DBL 4' HELIX TS CONTINUOUS BASE RAIL SERAILANCHORAGE 3 NoI TO Scale 2-1/2' FOR 14 GA FRAMING 2-1/4' FOR yBRARAFGER/P.-SYTiOATIAI_L .Lma RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4' x 1' SDFS, 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 NOTE: BRACE NOT REQUIRED AT CORNER IF END ENCLOSED 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2)1/4' x 1' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 3/16' 6'LONG TS NIPPLE TSECURE WITH (4) 1/4'xl-SDFS RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL 5 Not TO Sole 1-1/2' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2).1/4'x 1' SELF-DRIWNG FASTENER SPACED NOT MORE THAN 48' O.C. GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale BOX EAVE RAFTER/POST DETAIL � Not To Sale [r � ) n +Ja I 1 1 1-12' x 1-12' x 2' 16 GA CLIP ANGLE SECURETORAFTER AND GABLE RAIL W/ 41/45G' SOPS, 2 ON TOP, 2 ON BOTTOM 1-12'x1-12'x 2'16GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4)1/4'xt' SDFS TS GABLE RAIL 2 ON TOP, 2 ON SIDE TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Nat To Solo NOTE 14 GA FRAMING IS 2.1/2' x 2-1/2' TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4' x 2-114' TS. NIPPLES ARE 2-1(4�;)j.(/i')14 FOR 14 GA FRAMING NIPPLES AFtl 1%'kh ACyl�, 5g1 W.3pj00rRAMING. IEGi1S(4bENGMEERING ANd-A&AdG. INC. CAROLINA CARPORTS, INC. 1a1T-1s BECNTOL ENGINEERING RR NTS AND TESTING, /nu TB F0v G76001 '""V6 TBI SHEET 3 OF S NIPPLE ACH WITH (4)1/4-xt' LING FASTENERS POST RAFTER POST/DBL. HEADER DETAIL Not To Scale 7)25Q' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4)1/4' x 1' SDFs, (2) ON BOTTOM, (2) ON SIDE POST (;-�END POST/RAFTER CONN. DETAIL �ot To Scaie 1/4'x 1' SDF @ 12- O.C. SA. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA, galvanized steel with baked on epoxy pdmer & polyester top coat RAFTER POST 6' LONG TS NIPPLE SECURE WITH (4)1/4' x 1' SELF -DRILLING FASTENERS HEADER NIPPLE TO DBL. HDR. 2 RAFTER POST/HEADER DETAIL Not To Scale TS RAFTER POST 1-VT x 1-0/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4)1/4NI' SDFs, (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Style POST TS NONSTRUCTURAL HEADER 6' LONG TS NIPPLE SECURE EACH WITH (4)1/4'x 1" SELF -DRILLING FASTENERS BASE RAIL �\ BASE RAIL RAFTER POST/BASE �1 BASE RAIL CONNECTION DETAIL J Not To Scale POST 2' x 2' x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4)1/4'x VSDFs (2) ON TOP OR BOTTOM, (2) ON SIDE TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL / Not To Scale 1/4' x 1' SDF @ 12' O.C. TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST C TS BASEMINDOW RAIL OR NONSTRUCTURAL HEADER 2'x2d 2.16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4)1/4'xl' 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. DETAIL Not To Scale F166 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 1/4' x 1' SDF's NIPPLE TO BASE RAIL RAFTER POST CONTINUOUS BASE RAIL %POSTASRAIL CONN. DETAIL w NOTE 14 GA FRAMING IS 2-1X x 2-1/T TUBE STEEL ITS). 12 GA FRAMING IG 2.1/4' x 2.1/4'TS. NIPPLES ARE 2-1/4' x 24/4" 14 BGA TS FOR 14 GA FRAMING NIPPLES ARE 2'�2(1444741 QR12 GA FRAMING. \\\��`5 R H IE6W-4Nk199ffiG%1V?�SESTING, INC. j. eLORIDof /1 SWINGING DOOR I I INTERIOR EXTERIOR '/�-0� G` \\ (Size wades, see plan) ��1/OVAL`\�\ POST L CAROLINA CARPORTS, INC. A SECTION 10-17-16 Not ro wale BECHTOL ENGINEERING o-.-. RR NTS AND MS77A /na ern uo s+> s "4°6 TB SHEET 4 01 - '"'�"'TB HEET4F4