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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 FB1 20' 0"1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 2 FB2 18' 0"1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 1 FB3 10' 0"1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 2 FB4 6' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 1 FB5 4' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 1 1 FB6 22' 0"1-3/4" x 18" VERSA-LAM® 2.0 3100 SP 2 2 FB7 8' 0" 11-7/8" AJS® 150 1 1 FB8 6' 0" 11-7/8" AJS® 150 1 2 FB9 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 2.56/11.88 H3 1 Simpson SUL 1.81/11 H4 3 Simpson SUL 2.56/11 H5 3 Simpson SUR 2.56/11 H6 1 IUS 1.81/This layout and associated materials list has been prepared based on project plansand/or information provided to Carter-Lee. It remains the responsibility of the builderarchitect,designer,or other responsible persons to reviewthis information to assurethat it is appropriate,accurate,complete and complies with applicable building codes.GENERAL NOTES1.)READ THE INSTALLATION GUIDE BEFORE FRAMING.2.)ALL WALL SHOWN ARE LOAD BEARING UNLESS NOTESOTHERWISE WALLS NOT SHOWN HAVE BEEN CONSIDEREDNON-LOAD BEARING3.)UNLESS STATED OTHERWISE ALL CEILING &ROOF LOADSBRACE DIRECTLYTO LOAD BEARING WALLS SUPPORTED BYFOUNDATION4.)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 36 The Grove Legacy Building Option Brooklyn Plan Designer Eric Toussant Created 3/3/2020 Salesperson Mike Eder Design Method - ASD Building Code - IBC/IRC 2015 FLOOR LOADS Live 40 Dead 12 DEFLECTION JOIST LL Span L/ 480 TL Span L/ 240 LL Cant. 2L/ 480 TL Cant. 2L/ 240 DEFLECTION GIRDER 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 FLUSH TOP 03/23/20 Adam Schriner