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24D-292 152 Cresent - Structural drawing2x6 spf #2 raftersNorthampton Ma.152 Crescent StNew 2nd Floor FramingSHIPPING INFORMATION:DESIGNED BY: JOB: Scale: 1/2" = 1'NOTES:SHEET NUMBER: 12nd floor Framing LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A12/29/16DESCRIPTION:FINALN/AN/A ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 5 11-7/8" AJS 20 18' 0" J2 7 11-7/8" AJS 20 14' 0" Total length: 188' 0" R1 5 1" x 11-7/8" RIM BOARD 12' 0" Total length: 60' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 4 11-7/8" AJS 20 18' 0" G2 2 11-7/8" AJS 20 10' 0" Total length: 92' 0" G3 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 14' 0" Total length: 28' 0"All product names are trademarks of their respective owners ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 2 MIU5.12/11 S 20 10d 2 10dx1.5" C15110.pdfH2 7 IUS2.56/11.88 S 10 10d 2 Teardrops C15110.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.RimRimRimRimRimRimG32 -PLYG22 -PLYG12 -PLYG12 -PLYJ2 14' 0"J1 18' 0"J1 18' 0"MIU5.12/11MIU5.12/11IUS2.56/11.88