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HomeMy WebLinkAboutBuilding plansTABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS METAL CARPORT INSTALLATION PLANS AND DETAILS AVERAGE FASTENER SPACING AND ON -CENTERS ALONG RAFTERS OR FRAMING AND FASTENER SPECIFICATIONS MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) FOR CONSTRUCTION IN THE INTERIOR END EXPOSURE WIND SPEED WIND SPEED SPACING STATE OF FLORIDA i CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS f la a PREPARED FOR: 115 TO 150 89 TO 116 5.0 6 6 CAROLINA CARPORTS, INC. B, C, or D P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY: 151 TO 180 117 TO 139 4.0 6 6 applicable to 26 gauge metal panels fastened directly to 12 14 steel tube bow frames. NOTES: 1. Specificationstnor gauge con 2. Fasteners consist of 1/4"-14X1" self -drilling screws with control seal washer. r. BECHTOL ENGINEERING AND TESTING, INC. 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). 605 WEST NEW YORK AVENUE Spacing requirements for other roof heights and/or slopes may vary. DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL 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 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 1-112 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 DF 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 #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. 6. ALL SHOP FRAMING 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. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING. • 5-FLUCIECOUNTY BUILDING DIVISION REVIEWED FOR COMPLIANO< REVIEWED BY DATE AOS'I -/� % MUST BE KEPT ON 46B OR I NO INSPECTION WILI(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 REVISION OF THE FLORIDA BUILDING CODE. INC. . O � 16 DWI, P.E. 1 *' la U a 5W l� 0 . STATE OF 7 4U- �i� FCOMON.."'' Nq � ', IIII I I III N 1, CAROLINA CARPORTS, INC. --' 2/24117 BECHTOL ENGINEERING ^ Z RR NTS AND TESTING, Inc. TS N0 G17001 TB SHEET OF 26 GA GALVANIZED METAL FASTENED TO RAFTER WITH #12 WITH CONTROL: (SEE TABLE 1 FOR FASTE 12 Q3 BOX EAVE OPTION SIDE EXTENSION .16 CIA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2)412-14 x SAO SELF-0RILUNG SCREWS AT EACH END (4 PER SPACE) MONOLITHIC SLAB FOUNDATION OR TOP OF CONCRETE CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 30'-O" MAX. RAFTER SPAN ANCHORS NOT REQUIRED WITH TYPICAL BOW RAFTER SECTION CONCREIEBIABCONSIR.,AAL Not To S.le (BEE DFINL 1 OR 2, SHEET 3OF 4) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH #12-14 x 3IP SDFN WITH CONTROL SEAL WASHER 12 (SEE TABLE I FOR FASTENER SPACING)---\ 3F---- /\ '—WELD ALL WEB CONNECTIONS, VWELD ALLSIDES BOTHSIDES BOX EAVE OPTION 3 't^SIDE EXTENSION INISH GRADE MONOLITHIC SUB FOUNDATION OR TOP OF CONCRETE CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) —4P-0" MAX. RAFTER SPAN TRUSSED BOW SECTION Not To Scale 26 GA, GALVANIZED FASTENED TO #12-14 x V4" SDFS WITH CO I BOX EAVE OPTION ' LEAN-TO RAFTER SET BELOW TOP OF LEG (BOW FRAME OR BOX EAVE) MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) - $ RAFTER SPAN ANCHORS NOT REQUIRES WYH CON6REIE SLAB QQNSTRUCTMN. (SEE DETAIL 1 OR 2, SHEETS OF 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER) W '7 V TYP., OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS SEE TABLE i SHEETI OF OPTIONAL 28 G4. R -PANEL SIDE OR END PANELS SEE TABLE 1 SHEETI OF SEE TABLE 1 SHEET OF 6 R -0'PAN ANEL ROOFING SEE TABLE 1 SHEET OF4 6^ g„ 6. ANCHORS NOTREQUIREGARTH �GR..11 ANCHORS ® EACH END CONCRETE SUB CONSTRUCTION RAFTER POST AND EVERY OTHER (SEE DETaL1oa2, MEET SOF4) SIDE ELEVATION INTERIOR RAFTER POST LOCATION Not To Scare , 1 (SEE DETAIL 3. SHEET 3 OF 4) Y t-1' ,r TABLE I, SHEET I OF I HEADER 26 GA GALVANIZED METAL SIDE PANELS. SECURE WALL PANELS TO RAFTER POSTS AND END POSTS WITH #12-14 x 3IP SELF-0RILLING SCREWS WI CONTROL SEAL WASHER OPENING FOR ROLL -UP OR SWINGING (SEE TABLE i FOR FASTENER SPACING) DOOR WITH NONSTRUCTURAL HEADER TS POST (SEE SHEET 3) PNCHORS NOT REQUIRED WIDI END WALL OPENING / jsoe ail SUB CONSTRUCTION, Not To Scare ANCHORTESL RCONSTDWRHCON` (2 (SM DE TESUB PoSHEET 3 OF 4. IEEE DETAIL 1 OR R.6XEET9 OF 4) •� GABLED OPEN END WALL SECTION Not To Scale 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH #12-14 x W4' SDFN WITH CONTROL SEAL WASHER (SEE TABLE t FOR FASTENER SPACING). SHEET i OF 4 LVANIZED ,OF PANELS BOX SAVE OPTION • • • :• �I-1��1—jam •� I�I�I• I� �I�I • © 44 G7:`I I�i�i 4-i'SN' \ t PNCXORS NOT REWIPEO W11H SIDE OPENINGS CoNCRETES. CONSTRUCTON. I6EE DETNLf OR 2. $NEET80F0) Not To Scab FILE COPY -0" EETABLEI,SHEET1OF6 AX MPX MA% MAX MA% 6 GA. GALVANIZED / METAL ROOF PANELS ENDWALL POST 26 GA. GALVANIZED METAL SIDE PANELS $ $ $ GROUND ANCHORS E EACH END B 4 RAFTERPOSTLOATOEVERY OTHER 4 q END POST LOCATION B CONSTR v4TH ANCHORS SLAB CONCRETE BIAS CONBIFNCIYJN. 3 (SEE DETAIL 3 ON SHEET 3 OF 4) (SEE DETAIL t OR 2, SHEET 3 OF 4) END WALL SECTION Not To Scale e L 40 /r ♦ C� pf NOTE: � C14 GA FRAMING IS 2-1/2' x 2.1/2" TUBE STEEL (TS). 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" x 2" 12 GA TS FOR 12 GA FRAMING. BECHi�L 1 ff;TING, INC. MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SW t^--14'-0" MAX. SPAN— ANCHO SNOue TREWIRm INTH CONCRETE S. aoN6TRu4Tx. O (SEE DETAIL 1 OR 2, WEST 3OF 4) 3a' WITH DEL 4• HELIX WITHIN 6' OF EACH RAFTER WITH EXTENSIONS (SEE DETAIL 3. SHEET 3 OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale o iANP. f V 3' NE:'TLQ`OL. ✓ Tf /✓✓ Colizetbn N 2 I hay ,P.E. Flo11QBn 8538 STATE OF CAROLINA CARPORTS, INC. AVBECHTOL ENGINEERING AND TESTING, /Rc. o kR aP.. oaoao who DMAMMXw. MD Wrt TESUR m-emis 2 24117 RR NTS TB 'X°' G17001 4WALL " x MINIMUM 5' EXPANSION ANCHOR INSTALL t/2" x MINIMUM 5"EXPANSION ANCHOR BASE RAIL WITHIN 8" OF EACH THROUGH BASE RAIL WITHIN e' OF EACH W POSTS ALONG SIDES OR INSIDE RAFTER POST ALONG SIDES AND INSIDE ER END WALL POST ALONG END EVERY OTHER END WALL POST ALONG END IONSWALL SECTIONS NOSCREWS REQUIRED INIMUM MIN. 6" IN BOW BEND MINIMUM 2.1/2" EMBEDMENT MINIMUM 2-1/2' EMBEDMENT 9.12 MINIMUM MONOLITHIC CONIC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE I Not To Scala (OPTIONAL) DRILL 6/8' HOLE THROUGH THE ��2" WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS THROUGH-BOLT1 BASE RAIL L CONTINUOUS 4" CONCRETEPAVEMENT EYEANCHOR 5/8' ROD 30" LONG WITH DBL 4' HELIX ALTERNATE CONCRETE BASE RAIL AN NM To Scale NARROW TO USE CONCRETE BOLTS) TS RAFTER POST 2"x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF%, 2 ON POST, 2 ON RAFTER TS LEAN-TO RAFTER 2"x2'x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12.14 x 3/4" SDF's, 2 ON RAFTER, 2 ON POST �1 POST / LEAN-TO RAFTER CONN. DETAIL � Not To Scale CONTINUOUS 4" CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE � Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EVEANCHOR 6/8' ROD 30' LONG WITH DBL 4' HELIX TS CONTINUOUS BASE RAIL BASE RAIL ANCHORAGE � NN TO SmIe 2-1/2" FOR 14 GA FRAMB 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12.14 x 3/4' SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale TS BOW RAFTER 24" 16 GA U-CHANNEL BRACE (5'TOT POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL 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 3' } 3' tee" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12.14 x 3W' TS RAFTER POST SELF -DRILLING FASTENERS �1 BOW RAFTER/POST DETAIL � Not To SceN NIPPLE TO RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SOPS, 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. 45' TO MAX. 60' FROM HORIZONTAL 6" LONG TS NIPPLE SECURE WITH (4) 912.14 x 3/4' SDF's RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL Not To Scale 1-12" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. 26 GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12.14 x 314" SDF's POST BOX EAVE RAFTER/POST DETAIL � Not TO SCNe FILE COPY 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" SDF's 2 ON TOP, 2 ON SIDE RAFTER POST 1.12"x 1.12'x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDPs, 2 ON TOP, 2 ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL ' No1 TO SceN 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 A' x 2.1/4.14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2' x 2" 12 GA TS FOR 12 GA FRAMING. n111fj DELAND, FLORIDAlI201�0a' WQe •�QT CereBcele ofAulho :8492 Nm4'�s0 P !� Se Thomas echtol, Fladda L o.A_8 CAROLINA CARPORTS, INC. v24/17 BECHTOL ENGINEERING RRAV Nis AND TESTING, Inc. oxcu»w rama.r�u. omxovYona uio Wmwx imac euxvae �" TB ''°" G17001 TB SHEET 301 V DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 3/4' SELF -DRILLING FASTENERS (_11 RAFTER POST/DBL. HEADER DETAIL Not To Scale 2-x2S¢' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDFs, (2) ON BOTTOM, (2) ON SIDE END POST END POST/RAFTER CONN. DETAIL � Not To Sole 2-14 x 314" SDF 1r O.C. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steal with baked on epoxy Primer S Polyester top coat RAFTER POST SECURE WITH (4) #12-14 x 34" SELF -DRILLING FASTENERS TS HEADER LE TO HDR. / RAFTER POST/HEADER DETAIL L/ Not To Scale TS RAFTER POST 1-12' x 1.1/2' x 2' 16 GA CLIP ANGLESECURETO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDFs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. � Nof To Scale 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS � TS POST CONTINUOUS BASE RAIL NIPPLE BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL � Not To Sub 2' x 2' x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH (4) #12-14 x 3N' SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL I Not To Scale SECTION A Nol To sole #12-14 x 314" SDF ® 12- O.C. TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASEA/INDOW RAIL OR NONSTRUCTURAL HEADER 2"x2 X2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4)1/45,1" 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 \ / Hot To Scale FILE (CopY NIPPLE TO BASE RAIL S• LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012.14 x 3/4" SDF's RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL Not To Snk NOTE: 14 GA FRAMING IS 2.1/Y x 2-1/2' TUBE STEEL (TS). 12 GA FRAMING IS 2-V4' x 2-1/4' TS. NIPPLES ARE 2-1/4' x 2.1/4' 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2' x 2' 12 GA TS FOR 12 GA FRAMING. BEWES OyN61Po AAID'YEgJING, INC. CELANO, FLQRID /•y •• ./Y�, Cettlfl�. ENo j� J r"" EXTERIO��•••.(•<` n,IDA / rh " 11111111`- CAROLINA CARPORTS, INC. 2124/17 BECNTOL ENGINEERING • RR NTS AND TESTING, /ne. mxraren smcxx4s, on*dNonu. can Wmwx nsrec onwws TB "' G17001