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HomeMy WebLinkAboutM002.0 Start HereProducts PlotID Length Product Plies Net Qty J1 36' 0"11-7/8" AJS® 150 1 8 J2 22' 0"11-7/8" AJS® 150 1 1 J3 18' 0"11-7/8" AJS® 150 1 17 J4 14' 0"11-7/8" AJS® 150 1 2 J5 10' 0"11-7/8" AJS® 150 1 1 J6 6' 0" 11-7/8" AJS® 150 1 1 J7 4' 0" 11-7/8" AJS® 150 1 4 J8 20' 0"11-7/8" AJS® 25 1 1 BM1 22' 0"1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP 1 1 DB1 18' 0"1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP 1 1 BM2 8' 0" 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP 1 1 DB2 8' 0" 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP 1 1 DB3 8' 0" 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP 2 2 DB4 20' 0"1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 2 FB1 18' 0"1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 1 FB2 10' 0"1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 2 FB3 6' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 1 FB4 4' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 1 FB5 20' 0"1-3/4" x 18" VERSA-LAM® 2.0 3100 SP 2 2 FB6 8' 0" 11-7/8" AJS® 150 1 1 FB7 6' 0" 11-7/8" AJS® 150 1 2 FB8 4' 0" 11-7/8" AJS® 150 1 1 Rim 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0"1-1/8" x 11-7/8" BC RIM BOARD OSB 1 11 Blocking1 62' 0"11-7/8" AJS® 150 1 1 Connector Summary PlotID Qty Manuf Product H1 3 Simpson ITS 2.56/11.88 H2 1 Simpson IUS 1.81/11.88 H3 1 Simpson IUS 2.56/11.88 H4 3 SUL2.56/11.88 H5 1 SUR 1.81/11.88 H6 3 SUR 2.56/11.88 Thislayout and associated materialslist has been prepared based on project plansand/or information provided to Carter-Lee. It remainsthe responsibilityofthe builderarchitect,designer,or other responsible personsto reviewthis information to assurethat it isappropriate,accurate,complete and complieswithapplicable 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 COSTLYREPAIRS Sheet 1 of 1 OFFSET ONE JOIST UP TO 3" IN EITHER DIRECTION FOR DRAIN CLEARENCE, NOT TO EXCEED SUBFLOOR SPAN RATING Builder Pyatt Builders Layout Name 83 The Grove Legacy Building Option Brooklyn Plan Designer Eric Toussant Created 6/24/2020 Salesperson Mike Eder Design Method - ASD Building Code - IBC/IRC 2015 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 Scale: Not To Scale Carter-Lee (317)639-5431 07/23/20 Adam Schriner