HomeMy WebLinkAboutCarolina Carports Generic 2020FBC Unlocked PGS 1-6 LBP - DSS 8-12-21FIELD:APPROVED:SCALE:CHECKED:DRAWN:PROJ. NO.:DATE:BECHTOL ENGINEERINGAND TESTING, inc.CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERSCertificate of Authorization No. 00005492mkbtbTB06/04/2021NTSG21001SHEET 1 OF 6METAL CARPORT INSTALLATION PLANSAND DETAILS AND FRAMING ANDFASTENER SPECIFICATIONSFOR CONSTRUCTION IN THE STATE OF FLORIDAPREPARED FOR:CAROLINA CARPORTS, INC.P.O. BOX 1263DOBSON, NORTH CAROLINA 27017PREPARED BY:BECHTOL ENGINEERING AND TESTING, INC.605 WEST NEW YORK AVENUEDELAND, FLORIDA 32720Certificate of Authorization No. 00005492WINDEXPOSURECATEGORYAVERAGE FASTENER SPACINGON-CENTERS ALONG RAFTERS ORPURLINS, AND POSTS OR GIRTS(INCHES)MAXIMUMPOST / RAFTERSPACING(FEET)ULTIMATEWIND SPEED(MPH)Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18gauge hat channel roof purlins.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). Spacingrequirements for other roof heights and/or slopes may vary.1.2.NOTES:CENDPOSTS/RAFTERS110 TO 1505.0 6 6151 TO 180 4.0 6 6INTERIORPOSTS/RAFTERSTABLE 1RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONSNOMINALWIND SPEED(MPH)89 TO 116117 TO 139RISKCATEGORYICAROLINA CARPORTS, INC.GENERIC PLANS FOR USE IN THE STATE OF FLORIDADETAILS 1C AND 1D SHOWN ON SHEET 4 OF 626BUILDING WIDTH (feet)28301420242216181248" AnchorDetail 1C160ULTIMATE WIND SPEED (mph)GROUND ANCHOR SCHEDULE130120110 150140 170 180THESE 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 TOPLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET-BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTSNOT 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 OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THEAPPLICATION OF ADDITIONAL LOADS.ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED.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 THELOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA.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.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 .4XW1 .4WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.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 FOOTINGAND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.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.POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBCSEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.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.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 OFOPENINGS 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 PEREVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.GENERAL NOTES:THIS IS TO CERTIFY THAT THE CALCULATIONS ANDSPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THEUNDERSIGNED PROFESSIONAL ENGINEER, AND ARE INACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OFTHE FLORIDA BUILDING CODE, SEVENTH EDITION (2020).1.2.3.4.5.6.7.8.9.10.11.12.30" AnchorDetail 1D60" AnchorDetail 1CNOTES: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 REQURIEMENTS. ** MAXIMUM POST SPACING FOR DUTCH LAP IS 4.0'2. 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.FBC APPROVED PRODUCTS LISTSTRUCTURAL COMPONENTSSTRUCTURAL COMPONENTSSTRUCTURAL COMPONENTSSTRUCTURAL COMPONENTSEXTERIOR DOORSEXTERIOR DOORSEXTERIOR DOORSEXTERIOR DOORSEXTERIOR DOORSEXTERIOR DOORSEXTERIOR DOORSWINDOWSROOF DECKSTRUCTURAL WALLSTRUCTURAL WALLFLOOD VENTSWINGINGSWINGINGROLL-UPROLL-UPROLL-UPROLL-UPROLL-UPSINGLE HUNGPRODUCT CATEGORYSUB CATEGORY180180143N/A139155174154180133172157180180164N/A13917418017918015518017504/05/2703/14/2703/14/2709/30/2208/26/2508/19/2512/31/2104/05/27FL6596.1-R612/15/20FL6702.1-R612/15/20FL6702.3-R612/15/20 **FL29622.1-R102/28/21FL17996.3-R202/28/21FL17996.5-R202/28/21FL8888.1-R602/09/21FL16806.1-R512/16/20CAROLINA CARPORTS, INC.26 Gauge AG PanelCAROLINA CARPORTS, INC.26 Gauge AG PanelCAROLINA CARPORTS, INC.26 Gauge Dutch Lap Wall PanelCRAWL SPACE DOOR SYSTEMS, INC.16x8 Flood VentELIXIR DOOR AND METAL COMPANYSeries 402-14ELIXIR DOOR AND METAL COMPANYSeries 407ASTA INDUSTRIES INC.Model 203 (12' Max. Width)CAROLINA CARPORTS, INC.Steel Roll Up Sheet Door (12' Max. Width)180180N/AN/AN/AN/AN/AN/AN/AN/AN/AN/A04/05/2704/05/2704/05/2710/17/23FL16806.2-R512/16/20FL16806.3-R512/16/20FL16806.4-R512/16/20FL17499.1-R811/27/20CAROLINA CARPORTS, INC.Steel Roll-Up Sheet Door - (8' Max. Width)CAROLINA CARPORTS, INC.Steel Roll-Up Sheet Door - (16' Max. Width)CAROLINA CARPORTS, INC.Steel Roll-Up Sheet Door - (10' Max. Width)MI WINDOWS AND DOORSModel 185SHOPENMANUFACTURERQAEXPIRATIONDATEAPPROVALNo. & DATEMAXIMUM ALLOWABLEWIND SPEEDENCLOSEDPARTIALLYENCLOSEDsigned and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AVENUEBECHTOL ENGINEERING AND TESTING, INC.Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753Senior EngineerLove B. Patel, P.E.DELAND, FLORIDA 32720
FIELD:APPROVED:SCALE:CHECKED:DRAWN:PROJ. NO.:DATE:BECHTOL ENGINEERINGAND TESTING, inc.CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERSCertificate of Authorization No. 00005492mkbtbTB06/04/2021NTSG21001SHEET 2 OF 6TYPICAL END ELEVATIONNOT TO SCALETYPICAL SIDE ELEVATIONNOT TO SCALE6"BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOFTYPICAL SIDE ELEVATION NOT TO SCALETYPICAL END ELEVATION NOT TO SCALETYPICAL END ELEVATIONTYPICAL SIDE ELEVATIONNOT TO SCALE NOT TO SCALEROLL-UP DOOR(As applicable)SWINGING DOOR(As applicable)TYPICAL SIDE ELEVATIONNOT TO SCALEROLL-UP DOOR(As applicable)TYPICAL END ELEVATIONNOT TO SCALESWINGING DOOR(As applicable)6"NOT TO SCALETYPICAL END ELEVATION NOT TO SCALETYPICAL SIDE ELEVATION ROLL-UP DOOR(As applicable)SWINGING DOOR(As applicable)TYPICAL SIDE ELEVATION NOT TO SCALEENCLOSED LENGTH VARIES6"TYPICAL BOW RAFTER GABLE END ELEVATIONNOT TO SCALETYPICAL BOX EAVE RAFTER GABLE END ELEVATIONNOT TO SCALEENCLOSED LENGTH VARIES6"TYPICAL SIDE ELEVATIONNOT TO SCALETYPICAL SIDE ELEVATION NOT TO SCALEENCLOSED LENGTH VARIES6"TYPICAL BOX EAVE RAFTER GABLE END ELEVATIONNOT TO SCALENOT TO SCALETYPICAL END ELEVATIONTYPICAL SIDE ELEVATION NOT TO SCALE6"BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOFBOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOFBOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOFBOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOFBOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOFTYPICAL END ELEVATIONNOT TO SCALEROLL-UP DOOR(As applicable)SWINGING DOOR(As applicable)BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOFBOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOFBOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOFROLL-UP DOOR(As applicable)TYPICAL END ELEVATIONNOT TO SCALESWINGING DOOR(As applicable)ROLL-UP DOOR(As applicable)TYPICAL END ELEVATIONNOT TO SCALESWINGING DOOR(As applicable)CAROLINA CARPORTS, INC.GENERIC PLANS FOR USE IN THE STATE OF FLORIDAFLOOD VENT (As applicable)FLOOD VENT (As applicable)FLOOD VENT (As applicable)signed and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AVENUEBECHTOL ENGINEERING AND TESTING, INC.Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753Senior EngineerLove B. Patel, P.E.DELAND, FLORIDA 32720
FIELD:APPROVED:SCALE:CHECKED:DRAWN:PROJ. NO.:DATE:BECHTOL ENGINEERINGAND TESTING, inc.CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERSCertificate of Authorization No. 00005492mkbtbTB06/04/2021NTSG21001SHEET 3 OF 6CAROLINA CARPORTS, INC.GENERIC PLANS FOR USE IN THE STATE OF FLORIDAEND WALL OPENINGS POST/RAFTER FRAMING PLANOPENING FOR SWINGINGDOOR WITH NON-STRUCTURALHEADER444610" (TYPICAL)12' MAX. OPENINGFOR ROLL-UP DOORWITH STRUCTURALHEADERTYPICAL SIDE WALL OPENINGS FRAMING PLAN444451043444685564912' MAX. OPENING FORROLL-UP DOOR WITHNON-STRUCTURALHEADER4TYPICAL 564OPENING FORSWINGING DOORWITH NON-STRUCTURALHEADER4AA'443414457WELD ALL WEBCONNECTIONS,BOTH SIDESFULL 6" WELDBOTH SIDES5'6"WELD ALL WEBCONNECTIONS,BOTH SIDES6"FULL 6" WELDBOTH SIDES5'OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOWOPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVETYPICAL RAFTER/POST FRAMING PLAN - BOW FRAMESEETABLE 1SHEET1 OF 6435' TO 14' LEG HEIGHTINTERIOR RAFTER/POST FRAME SECTION - BOW FRAMENOT TO SCALETYPICAL 413226 GA. GALVANIZED METAL ROOF PANELSFASTENED TO RAFTERS PER MANUFACTURER'SINSTALLATION INSTRUCTIONS24" 16 GA U-CHANNEL BRACEFASTENED TO RAFTER WITH(2) #12-14 x 3/4" SDF's ATEACH END (4 PER BRACE)41224' MAXIMUM RAFTER SPAN ON SINGLE RAFTER>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTERAS SHOWN ON THIS SHEETTYPICAL RAFTER/POST FRAMING PLAN - BOX EAVESEETABLE 1SHEET1 OF 643LENGTH VARIES DEPENDING ONNUMBER AND SPACING OF RAFTERSLENGTH VARIES DEPENDING ONNUMBER AND SPACING OF RAFTERS26 GA. GALVANIZED METAL ROOF PANELSFASTENED TO RAFTERS PER MANUFACTURER'SINSTALLATION INSTRUCTIONSFRAME SECTION - BOX EAVE - HORIZONTAL ROOFTYPICAL INTERIOR RAFTER/POST 425' TO 14' LEG HEIGHT411224" 16 GA U-CHANNEL BRACEFASTENED TO RAFTER WITH(2) #12-14 x 3/4" SDF's ATEACH END (4 PER BRACE)324' MAXIMUM RAFTER SPAN ON SINGLE RAFTER>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTERAS SHOWN ON THIS SHEET1-1/2" 18 GAUGE FURRING CHANNEL FASTENEDTO EACH RAFTER WITH (2) #12-14 x 3/4" SELF-DRILLINGFASTENER SPACED NOT MORE THAN 48" O.C.SEETABLE 1SHEET1 OF 6POST/RAFTER FRAMING PLAN - VERTICAL ROOF LENGTH VARIES DEPENDING ON NUMBERAND SPACING OF RAFTERSTYPICAL 346"6"5' TO 14' LEG HEIGHTRAFTER/POST FRAME SECTION - VERTICAL ROOF TYPICAL INTERIOR 24" 16 GA U-CHANNEL BRACEFASTENED TO RAFTER WITH(2) #12-14 x 3/4" SDF's ATEACH END (4 PER BRACE)1-1/2" 18 GAUGE FURRINGCHANNEL (PURLIN)142424' MAXIMUM RAFTER SPAN ON SINGLE RAFTER>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTERAS SHOWN ON THIS SHEET26 GA. GALVANIZED METAL ROOF PANELSFASTENED TO PURLINS PER MANUFACTURER'SINSTALLATION INSTRUCTIONSVARIES WITH LEG HEIGHTTYPICAL BOW RAFTER GABLE END FRAMING PLANSEETABLE 1SHEET1 OF 6115VARIES WITH LEG HEIGHTTYPICAL BOX EAVE RAFTER GABLE END FRAMING PLANSEETABLE 1SHEET1 OF 6511446424" 16 GA U-CHANNEL BRACEFASTENED TO RAFTER WITH(2) #12-14 x 3/4" SELF-DRILLINGSCREWS AT EACH END(4 PER BRACE)TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)ROOF EXTENSION OPTION3434MAIN STRUCTURESTANDARD LEAN-TO OPTION41412424512135OPENING FOR WINDOW WITHNON-STRUCTURAL HEADERAND WINDOW RAIL(Also applicable to End Walls)(BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER)SEETABLE 1SHEET1 OF 6NOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALELEAN-TO FRAMING PLAN343424NOT TO SCALEFREESTANDING 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)BRACE ANGLE SHALL BE MIN. 30° TO MAX. 45° FROM HORIZONTALSEETABLE 1SHEET1 OF 6MAXIMUM4' O.C. FORVERTICALPANEL43signed and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AVENUEBECHTOL ENGINEERING AND TESTING, INC.Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753Senior EngineerLove B. Patel, P.E.DELAND, FLORIDA 32720
MINIMUM 4"6"3"FIELD:APPROVED:SCALE:CHECKED:DRAWN:PROJ. NO.:DATE:BECHTOL ENGINEERINGAND TESTING, inc.CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERSCertificate of Authorization No. 00005492mkbtbTB06/04/2021NTSG21001SHEET 4 OF 62"x2"x2" 16 GA ANGLE CLIPSECURE TO POST (EACH SIDE)AND RAFTER CHORD/RAIL WITH(4) #12-14 x 3/4" SDF's, (2) ONTOP OR BOTTOM, (2) ON SIDE1-1/2" x 1-1/2" x 2" 16 GA CLIPANGLE SECURE TOPOST AND BASE RAILWITH (4) #12-14 x 3/4" SDF's,(2) ON TOP, (2) ON SIDEPOST TO RAIL, TRUSS CHORD, ORNot To ScaleNON-STRUCTURAL HEADER CONN. DETAIL4TS WINDOW RAIL OR GIRTFOR VERTICAL SIDING OPTIONRAIL, OR GIRT TO POST CONN. DETAIL NON-STRUCTURAL HEADER, WINDOWEND POST/BASE RAIL CONN. 5Not To ScaleNot To Scale6TS CONTINUOUS BASE RAILTS TRUSSED RAFTER CHORD,OR NON-STRUCTURAL HEADERTS END POST OR DOOR/WINDOW FRAME POSTTS BASE/WINDOW RAIL ORNON-STRUCTURAL HEADER(12 GA IF ROLL-UP DOOR FRAME)EYE ANCHORNot To ScaleCONCRETE BASE RAIL ANCHORAGE1E(OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOTMEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)CONTINUOUS 4"CONCRETE PAVEMENT2" x 2" x 2" 16 GA ANGLE CLIPSECURE TO POST AND TOP OFHEADER, OR BOTTOM OF WINDOWRAIL/GIRT WITH (4) #12-14 x 3/4" SDF's(2) ON TOP OR BOTTOM, (2) ON SIDETS NON-STRUCTURAL HEADERTS RAFTER POSTTS POSTBOW RAFTER/POST DETAIL6" LONG TS NIPPLESECURE RAFTER AND POST TONIPPLE WITH (4) #12-14 x 3/4"SELF-DRILLING FASTENERSBOX EAVE RAFTER/POST DETAILNot To Scale2ANot To Scale2B6" LONG TS NIPPLESECURE POST TO NIPPLE WITH(4) #12-14 x 3/4" SDF'sTS RAFTER POST3"TS RAFTER POSTBASE RAILNIPPLE TOEYE ANCHOR5/8" ROD 48" LONGWITH 6" HELIXOR5/8" ROD 60" LONGWITH 7" HELIX,AS APPLICABLEMINIMUM 4"EYE ANCHOR5/8" ROD 30" LONGWITH DBL 4" HELIX24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)BRACE ANGLE SHALL BE MIN. 45° TO MAX. 60° FROM HORIZONTALDRILL 5/8" HOLE THROUGH THEBASE RAIL AND SECURE TOANCHOR EYE WITH 1/2" DIAMETERTHROUGH-BOLTTS CONTINUOUSBASE RAIL2" WASHERS24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)BRACE ANGLE SHALL BE MIN. 45°TO MAX. 60° FROM HORIZONTALNIPPLE TO 3/16"5"NO SCREWSREQUIREDIN BOW BENDTS RAFTER6"RAFTER9-1/2"TS BOW RAFTERBASE RAIL DEEP ANCHORAGECONCRETE BASE RAIL ANCHORAGE(OPTIONAL - OPEN CARPORTS ONLY)1BNot To Scale1CNot To ScaleCONTINUOUS 4" CONCRETE PAVEMENTBASE RAIL ANCHORAGE1DNot To Scale2" WASHERSTS CONTINUOUSBASE RAILTOP OF ASPHALT PAVEMENTOR STABLE GROUND SURFACEMIN. 6"MINIMUM 2-1/2" EMBEDMENTDRILL 5/8" HOLE THROUGH THEBASE RAIL AND SECURE TOANCHOR EYE WITH 1/2" DIAMETERTHROUGH-BOLTTOP OF ASPHALT PAVEMENTOR STABLE GROUND SURFACEDRILL 5/8" HOLE THROUGH THEBASE RAIL AND SECURE TOANCHOR EYE WITH 1/2" DIAMETERTHROUGH-BOLTTS CONTINUOUSBASE RAIL2" WASHERSPOST/BASE RAIL CONN. DETAIL3Not To Scale3/16"TS CONTINUOUS BASE RAILTS RAFTER POST6" LONG TS NIPPLESECURE POST TO NIPPLEWITH (4) #12-14 x 3/4" SDF's(SEE GROUND ANCHORSCHEDULE, SHEET 1 OF 6,FOR APPLICABILITY)(SEE GROUND ANCHORSCHEDULE, SHEET 1 OF 6,FOR REQUIRED ANCHOR)(SEE GROUND ANCHORSCHEDULE, SHEET 1 OF 6,FOR APPLICABILITY)CAROLINA CARPORTS, INC.GENERIC PLANS FOR USE IN THE STATE OF FLORIDAMONOLITHIC CONC. FOOTING (2500 PSI MIN.)REINFORCED WITH 2 #5's CONTINUOUSCONCRETE BASE RAIL ANCHORAGE1ANot To ScaleINSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDTANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHORTHROUGH BASE RAIL WITHIN 6" OF EACHRAFTER POSTS ALONG SIDES AND EVERY ENDWALL POST ALONG END WALL SECTIONSMINIMUM 2-1/2" EMBEDMENT4" MINIMUM2" MINIMUM12"12"INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDTANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHORTHROUGH BASE RAIL WITHIN 6" OF EACHRAFTER POSTS ALONG SIDES AND EVERY ENDWALL POST ALONG END WALL SECTIONSsigned and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AVENUEBECHTOL ENGINEERING AND TESTING, INC.Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753Senior EngineerLove B. Patel, P.E.DELAND, FLORIDA 32720
1-1/2" x 1-1/2" x 2" 16 GACLIP ANGLE SECURE TORAFTER POST AND GABLERAIL WITH (4) #12-14 x 3/4" SDF's(2) ON TOP, (2) ON SIDEFIELD:APPROVED:SCALE:CHECKED:DRAWN:PROJ. NO.:DATE:BECHTOL ENGINEERINGAND TESTING, inc.CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERSCertificate of Authorization No. 00005492mkbtbTB06/04/2021NTSG21001SHEET 5 OF 6END POST/RAFTER CONN. DETAIL7Not To ScaleTS END POSTGABLE RAIL TO RAFTER POSTTS GABLE RAILTS RAFTER POSTGABLE RAIL TO RAFTER POSTCONNECTION DETAIL11ANot To Scale11BCONNECTION DETAILNot To ScaleTS RAFTER POSTTS GABLE RAIL6" LONG TS NIPPLESECURE RAFTER AND POSTTO NIPPLE WITH (4) #12-14 x 3/4"SELF-DRILLING FASTENERS2"x2"x2" 16 GA ANGLE CLIPSECURE TO POST ANDRAFTER WITH (4) #12-14 x 3/4"SDF's, (2) ON BOTTOM,(2) ON SIDEORRAFTER POST/BASE BASE RAIL CONNECTION DETAIL1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLESECURE TO RAFTER POST ANDGABLE RAIL WITH (4) #12-14 x 3/4" SDF's,TOP AND BOTTOM1-1/2" x 1-1/2" x 2" 16 GA CLIPANGLE SECURE TO RAFTERAND GABLE RAIL WITH (4)#12-14 x 3/4" SDF's, (2) ON TOP,(2) ON BOTTOM1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLESECURE TO RAFTER AND GABLERAIL WITH (4) #12-14 x 3/4" SDF's,(2) ON TOP, (2) ON BOTTOMTS RAFTERRAFTER POST/DBL. HEADER DETAIL12 GA TS POST8Not To ScaleRAFTER POST/HEADER DETAIL9Not To Scale10Not To Scale3/16"DBL. HDR.NIPPLE TO12 GA DOUBLE TS HEADERBASE RAIL3/16"NIPPLE TO6" LONG TS NIPPLESECURE EACH WITH(4) #12-14 x 3/4"SELF-DRILLING FASTENERS3/16"NIPPLE TODBL. HDR.1/8"6" LONG TS NIPPLESECURE WITH (4) #12-14 x 3/4"SELF-DRILLING FASTENERSTS RAFTER POST6" LONG TS NIPPLESECURE EACH WITH (4) #12-14 x 3/4"SELF-DRILLING FASTENERSTS BASE RAIL12 GA TS POST6" LONG TS NIPPLESECURE WITH (4) #12-14 x 3/4" SDF'sTS RAFTER POSTRAFTER/POST DETAILSIDE EXTENSION 12" LONG TS NIPPLE.SECURE POST TO NIPPLEWITH (4) #12-14 x 3/4" SDF's,12Not To Scale24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)BRACE ANGLE SHALL BE MIN. 45°TO MAX. 60° FROM HORIZONTAL6"3/16"RAFTERNIPPLE TO POST / LEAN-TO RAFTER CONN. DETAIL13Not To ScaleTS LEAN-TO RAFTERTS RAFTER POST2"x2"x2" 16 GA ANGLE CLIPSECURE TO POST ANDRAFTER WITH (4) #12-14 x 3/4"SDF's, (2) ON RAFTER,(2) ON POST2"x4" 16 GA PLATE (ONE REQUIRED)SECURE TO EITHER SIDE OFPOST/RAFTER CONNECTIONWITH (4) #12-14 x 3/4" SDF's,(2) ON POST, (2) ON RAFTER2"x4" 16 GA PLATESECURE TO EACH SIDE OFPOST/RAFTER CONNECTIONWITH (4) #12-14 x 3/4" SDF's,(2) ON POST, (2) ON RAFTERCAROLINA CARPORTS, INC.GENERIC PLANS FOR USE IN THE STATE OF FLORIDATS RAFTER16 GAUGE U-CHANNEL BRACEFASTENED TO THE POST ANDRAFTER WITH (2) #12-14 x 3/4" SDF'SAT EACH END (4 PER BRACE)(ALTERNATE FOR VERTICAL ROOF PANELS)ROOF PANEL ATTACHMENTNot To ScaleBRACE SECTIONNot To Scale1-1/2" 18 GAUGE FURRING CHANNEL FASTENEDTO EACH RAFTER WITH (2) #12-14 x 3/4" SDFSPACED NOT MORE THAN 48" O.C.2"2-1/4" FOR12 GA FRAMING2-1/2" FOR14 GA FRAMING26 GA. METAL ROOFPANELVENT FRAMING PLANNOT TO SCALE814"1' Max.46441'-4"TYPICAL FLOODSEE GENERAL NOTE No. 12, SHEET 1 OF 6.TS BASE RAILTS LEG POSTTS RAILSTS POSTSTS LEG POSTsigned and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AVENUEBECHTOL ENGINEERING AND TESTING, INC.Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753Senior EngineerLove B. Patel, P.E.DELAND, FLORIDA 32720
FIELD:APPROVED:SCALE:CHECKED:DRAWN:PROJ. NO.:DATE:BECHTOL ENGINEERINGAND TESTING, inc.CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERSCertificate of Authorization No. 00005492mkbtbTB06/04/2021NTSG21001SHEET 6 OF 6CAROLINA CARPORTS, INC.GENERIC PLANS FOR USE IN THE STATE OF FLORIDA1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TOEACH RAFTER WITH (2) #12-14 x 3/4" SELF-DRILLINGFASTENER SPACED NOT MORE THAN 48" O.C.SEETABLE 1SHEET1 OF 6TYPICAL POST/RAFTER/GIRT FRAMING PLANLENGTH VARIES DEPENDING ON NUMBERAND SPACING OF RAFTERS346"NOT TO SCALENOT TO SCALETYPICAL END ELEVATION NOT TO SCALETYPICAL SIDE ELEVATION ROLL-UP DOOR(As applicable)SWINGING DOOR(As applicable)TYPICAL SIDE ELEVATION NOT TO SCALE6"BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDESBOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDESROLL-UP DOOR(As applicable)TYPICAL END ELEVATIONNOT TO SCALESWINGING DOOR(As applicable)WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN12' MAX. OPENING FORROLL-UP DOOR WITHNON-STRUCTURAL HEADER4TYPICAL END 5644AA'44341574464SEETABLE 1SHEET1 OF 6NOT TO SCALEENCLOSED LENGTH VARIES64GIRTS (Typical)4' O.C.MaximumGIRTS (Typical)64VERTICAL SIDE OPTION44OPENING FOR WINDOW WITHNON-STRUCTURAL HEADERAND WINDOW RAIL(Also applicable to End Walls)OPENING FOR SWINGING DOORWITH NON-STRUCTURAL HEADER412' MAX. OPENING FORROLL-UP DOOR WITHSTRUCTURAL HEADER445104385569443643OPENING FOR SWINGING DOORWITH NON-STRUCTURAL HEADER4' O.C.Maximum34signed and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AVENUEBECHTOL ENGINEERING AND TESTING, INC.Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753Senior EngineerLove B. Patel, P.E.DELAND, FLORIDA 32720