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HomeMy WebLinkAboutOBF 100-CLAY-EWP LAYOUT Start 24" o.c. Spacing Inicio 24" o.c. Espaciado Start 24" o.c. Spacing Inicio 24" o.c. EspaciadoProductsPlotID Length Product Plies Net Qty Fab TypeFJ1 30' 0" 11-7/8" LPI 20Plus 1 9 MFDFJ2-2 30' 0" 11-7/8" LPI 20Plus 2 2 MFDFJ3 26' 0" 11-7/8" LPI 20Plus 1 3 MFDFJ4 18' 0" 11-7/8" LPI 20Plus 1 1 MFDFJ5 14' 0" 11-7/8" LPI 20Plus 1 1 MFDFJ6-2 14' 0" 11-7/8" LPI 20Plus 2 6 MFDFJ7 12' 0" 11-7/8" LPI 20Plus 1 6 MFDFJ8 4' 0" 11-7/8" LPI 20Plus 1 1 MFDFJ9-2 4' 0" 11-7/8" LPI 20Plus 2 2 MFDFB1 26' 0" 1-3/4X11-7/8 LP-LSL 1.55E 2 2 FFFB2 22' 0" 1-3/4X11-7/8 LP-LSL 1.55E 2 2 FFFB3 18' 0" 1-3/4X11-7/8 LP-LSL 1.55E 1 1 FFFB4 14' 0" 1-3/4X11-7/8 LP-LSL 1.55E 1 2 FFFB5 14' 0" 1-3/4X11-7/8 LP-LSL 1.55E 2 4 FFFB6 6' 0" 1-3/4X11-7/8 LP-LSL 1.55E 2 2 FFRim1 12' 0" 1-1/8X11-7/8 LP-OSB Plus 1 10 FFBk1 2' 0" 11-7/8" LPI 20Plus 1 8 FFConnector SummaryPlotID Qty Manuf ProductH1 5 USP THF25112H2 2 USP THF25112-2H3 1 USP THDH410P.L.AP.L.AP.L.AP.L.AB.W.AB.W.ARadon PipePt1BBOFB5FB5FB4FB2FB4FB1FB6FB3Rim1Rim1Rim1Rim1Rim1FJ4FJ5FJ2-2FJ8FJ6-2FJ6-2FJ3FJ9-2FJ7FJ7FJ6-2FJ1 - 9FJ7 - 2FJ3 - 2FJ7 - 2H1Bk1H1H2H1H3H1H28' 3 1/2"4' 3"1' 3"1' 0 1/2"7' 0 1/16"4' 4 3/8" 10' 0 5/8"1' 8 3/4"1' 8"7 1/4"2' 0" 7 1/4"2' 2 1/4"1' 2 1/2"2' 0" www.BLDR.comThis layout and the associatedmaterials list(s) have beenprepared based on projectplans and/or informationprovided to Builders FirstSource.It remains the responsibility ofthe builder, architect, designer,and or other responsiblepersons to review thisinformation to assure that it isappropriate, accurate, completeand complies with applicablebuilding codes.GENERAL NOTES1.) READ THE INSTALLATION GUIDE BEFORE FRAMING.2.) ALL WALLS SHOWN ARE LOAD BEARING UNLESS NOTESOTHERWISE WALLS NOT SHOWN HAVE BEEN CONSIDEREDNON-LOAD BEARING3.) UNLESS STATED OTHERWISE ALL CEILING & ROOF LOADSBRACE DIRECTLY TO LOAD BEARING WALLS SUPPORTED BYFOUNDATION4.) CONTACT YOUR LOCALBuilders FirstSourceLOCATION BEFOREMAKING ANYALTERATION AOND/OR ADJUSTMENTS, FAILUREMAY RESULT IN COSTLY REPAIRSFISCHER HOMESOBF-100-ClayDESIGN METHOD ASD----------------------------------------------BUILDING CODE IBC 2012---------------------------------------------23/32 APA OSB Decking----------------------------------------------Floor Design Standards40psf LIVE LOAD10psf DEAD LOAD50psf TOTAL LOAD100% Stress DurationL/480 Joist Deflection TypicalL/360 Beam Deflection TypicalSheet1 of 2DRAWN BY: RMDATE: 12/15/2020SCALE: NTSJOB NUMBER:CINCINNATI,OHNORTHERN, KYDAYOTN, OHCOLUMBUS, OHFirst Floor EWP Placement PlanBUILDER'S FIRSTSOURCE CONTACTCINCINNATI, NORTHEN KENTUCKY, DAYTON, COLUMBUSRANDY SHAW-RANDY.SHAW@BLDR.COM - 937-313-9951 Start 24" o.c. Spacing Inicio 24" o.c. Espaciado Start 24" o.c. Spacing Inicio 24" o.c. Espaciado Start 24" o.c. Spacing Inicio 24" o.c. EspaciadoConnector SummaryPlotID Qty Manuf ProductH1 3 USP THF17112H2 31 USP THF25112H3 2 USP IHFL35112H4 1 USP SKH2520LH5 4 USP SKH2520RStart 24" o.c. SpacingInicio 24" o.c. EspaciadoProductsPlotID Length Product Plies Net Qty Fab TypeFJ1 26' 0" 11-7/8" LPI 20Plus 1 7 MFDFJ2-2 20' 0" 11-7/8" LPI 20Plus 2 2 MFDFJ3 16' 0" 11-7/8" LPI 20Plus 1 13 MFDFJ4 14' 0" 11-7/8" LPI 20Plus 1 1 MFDFJ5 12' 0" 11-7/8" LPI 20Plus 1 13 MFDFJ6 10' 0" 11-7/8" LPI 20Plus 1 3 MFDFJ7 8' 0" 11-7/8" LPI 20Plus 1 2 MFDFJ8 6' 0" 11-7/8" LPI 20Plus 1 9 MFDFJ9 4' 0" 11-7/8" LPI 20Plus 1 1 MFDFJ10 2' 0" 11-7/8" LPI 20Plus 1 1 MFDFJ11 20' 0" 11-7/8" LPI 42Plus 1 3 MFDFJ12-2 20' 0" 11-7/8" LPI 42Plus 2 2 MFDFJ13 16' 0" 11-7/8" LPI 42Plus 1 3 MFDFB1 10' 0" 1-3/4X11-7/8 LP-LSL 1.55E 1 1 FFFB2 8' 0" 1-3/4X11-7/8 LP-LSL 1.55E 2 2 FFFB3 6' 0" 1-3/4X11-7/8 LP-LSL 1.55E 1 1 FFFB4 4' 0" 1-3/4X11-7/8 LP-LSL 1.55E 1 1 FFFB5 14' 0" 1-3/4X14 LP-LVL 2900Fb-2.0E 2 2 FFFB6 22' 0" 1-3/4X16 LP-LVL 2900Fb-2.0E 3 3 FFFB7 20' 0" 1-3/4X20 LP-LVL 2900Fb-2.0E 2 2 FFRim1 12' 0" 1-1/8X11-7/8 LP-OSB Plus 1 14 FFBk1 2' 0" 11-7/8" LPI 20Plus 1 8 MFDDimensionalLumberTOP FLUSH /Radon PipeFB6FB7FB2FB4FB1FB3FB5BBO2BBO1Rim1Rim1Rim1Rim1FJ7FJ7H2Bk1FJ3 - 13Rim1Rim1Rim1Rim1Rim1FJ5FJ6FJ4FJ6FJ9FJ10FJ8FJ6H2H2H2H2H2H5H2H2Bk1FJ5 - 12FJ1 - 7FJ8 - 8Rim1Rim1FJ12-2FJ2-2H3FJ13 - 3FJ11 - 3H1H1H4H5H1H21' 7"1' 0" 1' 0" 6' 0 3/4"6' 0 3/4"3' 11 1/2"4' 2"www.BLDR.comThis layout and the associatedmaterials list(s) have beenprepared based on projectplans and/or informationprovided to Builders FirstSource.It remains the responsibility ofthe builder, architect, designer,and or other responsiblepersons to review thisinformation to assure that it isappropriate, accurate, completeand complies with applicablebuilding codes.GENERAL NOTES1.) READ THE INSTALLATION GUIDE BEFORE FRAMING.2.) ALL WALLS SHOWN ARE LOAD BEARING UNLESS NOTESOTHERWISE WALLS NOT SHOWN HAVE BEEN CONSIDEREDNON-LOAD BEARING3.) UNLESS STATED OTHERWISE ALL CEILING & ROOF LOADSBRACE DIRECTLY TO LOAD BEARING WALLS SUPPORTED BYFOUNDATION4.) CONTACT YOUR LOCALBuilders FirstSourceLOCATION BEFOREMAKING ANYALTERATION AOND/OR ADJUSTMENTS, FAILUREMAY RESULT IN COSTLY REPAIRSFISCHER HOMESOBF-100-ClayDESIGN METHOD ASD----------------------------------------------BUILDING CODE IBC 2012---------------------------------------------23/32 APA OSB Decking----------------------------------------------Floor Design Standards40psf LIVE LOAD10psf DEAD LOAD50psf TOTAL LOAD100% Stress DurationL/480 Joist Deflection TypicalL/360 Beam Deflection TypicalSheet2 of 2DRAWN BY: RMDATE: 12/15/2020SCALE: NTSJOB NUMBER:CINCINNATI,OHNORTHERN, KYDAYOTN, OHCOLUMBUS, OHSecond Floor EWP Placement PlanBUILDER'S FIRSTSOURCE CONTACTCINCINNATI, NORTHEN KENTUCKY, DAYTON, COLUMBUSRANDY SHAW-RANDY.SHAW@BLDR.COM - 937-313-9951