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HomeMy WebLinkAboutS100.0-S199.9 Structure floor layoutConnector Summary PlotID Qty Manuf Product H1 1 Simpson IUS1.81/11.88 H2 3 Simpson IUS3.56/14 Products PlotID Length Product Plies Net Qty J1 14" AJS® 24 36' 0" 14" AJS® 24 1 10 J2 14" AJS® 24 28' 0" 14" AJS® 24 1 5 J3 14" AJS® 24 26' 0" 14" AJS® 24 1 1 J4 14" AJS® 24 24' 0" 14" AJS® 24 1 7 J5 14" AJS® 24 22' 0" 14" AJS® 24 1 18 J6 14" AJS® 24 20' 0" 14" AJS® 24 1 10 J7 14" AJS® 24 16' 0" 14" AJS® 24 1 6 J8 14" AJS® 24 10' 0" 14" AJS® 24 1 6 J9 14" AJS® 24 8' 0" 14" AJS® 24 1 1 J10 14" AJS® 24 4' 0" 14" AJS® 24 1 7 FB1 3.5x14 30F 2.1E Power Beam 6' 0" 3.5x14 30F 2.1E Power Beam 1 1 DB1-2 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP 10' 0" 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP 2 2 DB2-3 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 24' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 3 3 DB3-3 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 20' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 3 3 FB2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 1 1 Rim 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1-1/8" x 14" BC RIM BOARD OSB 1 10 Blocking 14" AJS® 24 22' 0" 14" AJS® 24 1 1 This layout and associated materials list has been prepared based on project plansand/or information provided to Carter-Lee. It remains the responsibilityofthe builderarchitect,designer,or other responsible persons to review this information to assurethat it is appropriate,accurate,complete and complies with applicable building codes.GENERAL NOTES1.)READTHE INSTALLATION GUIDE BEFORE FRAMING.2.)ALL WALL SHOWN ARE LOADBEARING UNLESS NOTESOTHERWISE WALLS NOT SHOWN HAVE BEEN CONSIDEREDNON-LOADBEARING3.)UNLESS STATEDOTHERWISE ALL CEILING &ROOF LOADSBRACE DIRECTLYTO LOADBEARING WALLS SUPPORTEDBYFOUNDATION4.)CONTACT YOU LOCAL BUILDERS FIRSTSOURCE LOCATIONBEFORE MAKING ANYALTERATION &ADJUSTMENTS,FAILUREMAYRESULT IN COSTLYREPAIRSOFFSET ONE JOIST UP TO 3" IN EITHER DIRECTION FOR DRAIN CLEARENCE, NOT TO EXCEED SUBFLOOR SPAN RATING RICHARD CARRIGER VILLAGE WEST CLAY Design Method - ASD Building Code - IBC/IRC 2018 FLOORLOADS Live 40 Dead 12 DEFLECTIONJOIST LL Span L/ 480 TL Span L/ 240 LL Cant. 2L/ 480 TL Cant. 2L/ 240 DEFLECTIONGIRDER LL Span L/ 360 TL Span L/ 240 LL Cant. 2L/ 360 TL Cant. 2L/ 240 DECKING OSB 23/32 APA Rated Sturd-I-Floor FASTENER Nailed &Glued 11/24/21 Connector Summary PlotID Qty Manuf Product H1 1 Simpson HSUR410 H2 3 Simpson HU416 H3 1 Simpson IUS1.81/11.88 H4 115 Simpson IUS3.56/14 Products PlotID Length Product Plies Net Qty J1 14" AJS® 24 24' 0" 14" AJS® 24 1 6 J2 14" AJS® 24 18' 0" 14" AJS® 24 1 4 J3 14" AJS® 24 16' 0" 14" AJS® 24 1 42 J4 14" AJS® 24 14' 0" 14" AJS® 24 1 7 J5 14" AJS® 24 12' 0" 14" AJS® 24 1 9 J6 14" AJS® 24 10' 0" 14" AJS® 24 1 18 J7 14" AJS® 24 8' 0" 14" AJS® 24 1 3 J8 14" AJS® 24 6' 0" 14" AJS® 24 1 3 J9 14" AJS® 24 4' 0" 14" AJS® 24 1 1 FB1 3.5x14 30F 2.1E Power Beam 10' 0" 3.5x14 30F 2.1E Power Beam 1 1 FB2 3.5x14 30F 2.1E Power Beam 8' 0" 3.5x14 30F 2.1E Power Beam 1 2 FB3 3.5x14 30F 2.1E Power Beam 6' 0" 3.5x14 30F 2.1E Power Beam 1 1 FB4-3 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 28' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 3 3 FB5-2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 16' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 2 FB6-2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 14' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 4 FB7-3 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 14' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 3 3 FB8-2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 12' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 2 FB9 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 10' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 1 1 FB10 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 1 1 FB11 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 4' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 1 1 FB12-2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 4' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 2 Rim 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1-1/8" x 14" BC RIM BOARD OSB 1 7 This layout and associated materials list has been prepared based on project plansand/or information provided to Carter-Lee. It remains the responsibilityofthe builderarchitect,designer,or other responsible persons to review this information to assurethat it is appropriate,accurate,complete and complies with applicable building codes.GENERAL NOTES1.)READTHE INSTALLATION GUIDE BEFORE FRAMING.2.)ALL WALL SHOWN ARE LOADBEARING UNLESS NOTESOTHERWISE WALLS NOT SHOWN HAVE BEEN CONSIDEREDNON-LOADBEARING3.)UNLESS STATEDOTHERWISE ALL CEILING &ROOF LOADSBRACE DIRECTLYTO LOADBEARING WALLS SUPPORTEDBYFOUNDATION4.)CONTACT YOU LOCAL BUILDERS FIRSTSOURCE LOCATIONBEFORE MAKING ANYALTERATION &ADJUSTMENTS,FAILUREMAYRESULT IN COSTLYREPAIRSOFFSET ONE JOIST UP TO 3" IN EITHER DIRECTION FOR DRAIN CLEARENCE, NOT TO EXCEED SUBFLOOR SPAN RATING RICHARD CARRIGER VILLAGE WEST CLAY Design Method - ASD Building Code - IBC/IRC 2018 FLOORLOADS Live 40 Dead 12 DEFLECTIONJOIST LL Span L/ 480 TL Span L/ 240 LL Cant. 2L/ 480 TL Cant. 2L/ 240 DEFLECTIONGIRDER LL Span L/ 360 TL Span L/ 240 LL Cant. 2L/ 360 TL Cant. 2L/ 240 DECKING OSB 23/32 APA Rated Sturd-I-Floor FASTENER Nailed &Glued 11/24/21