Roof FrameDESIGN LOADS:35LB TOP CHORD L/L 115%17LB TOP CHORD D/L 7 LB BOTTOM CHORD D/L100% DURATION5PSF HAS BEEN ADDED FOR FUTURE SOLARSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
JOB: Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
roof planes
LAYOUT
FINAL
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ISSUE:DATE:
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12/15/15
DESCRIPTION:
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N/A See Boise literature for joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1S2XPR ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R6 5 14" AJS 20 18' 0" R10 1 v v 12' 0" R12 3 v v 10' 0" R15 1 v v 7' 0" R18 3 v v 4' 0" R20 1 v v 2' 0" Total length: 153' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 6 14" AJS 20 28' 0" R2 7 v v 24' 0" R3 12 v v 22' 0" R4 9 v v 20' 0" R5 31 v v 18' 0" R7 4 v v 16' 0" R8 3 v v 14' 0" R9 3 v v 12' 0" R11 6 v v 10' 0" R13 1 v v 8' 0" R14 2 v v 7' 0" R16 2 v v 6' 0" R17 2 v v 5' 0" R19 2 v v 4' 0" R21 1 v v 2' 0" Total length: 1594' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 3 1-3/4x24 VERSA-LAM 2.0 3100 SP 26' 0" Total length: 78' 0" B9 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 14' 0" Total length: 28' 0" B12 3 1-3/4x20 VERSA-LAM 2.0 3100 SP 42' 0" Total length: 126' 0" G2 1 1-3/4x14 VERSA-LAM 2.0 3100 SP 22' 0" G3 1 v v 22' 0" Total length: 44' 0" G4 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" G5 2 v v 4' 0" G8 2 v v 18' 0" Total length: 64' 0" G10 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 28' 0" Total length: 56' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B7 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 6' 0" B11 2 v v 4' 0" B14 2 v v 6' 0" Total length: 32' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 3 POS~Column by others 8' 1-1/8" Total length: 24' 3-3/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 14" AJS 20 18' 0" Total length: 18' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLSLS3RThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges are made to this project after the completion of our layout contact RK Miles immediately16875lbs4509lbsR20R18R18R18R15R12R12R12R10R6R6R6R6R6R21R19R17R17R16R16R14R14R13R11R11R11R11R11R11R9R9R9R8R8R8R7R7R7R7R5R5R5R5R4R4R4R3R3R3R3R2R1B123 plyB92 plyB13 plyB142 plyB112 plyB72 plyG102 plyG82 plyG52 plyG42 plyG31 plyG 2 1 p l y H4H7H3H6H6H4H3H2H1H8H7H7H7
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.6 IN DEFLECTION.5 IN DEFLECTION