171002_DAWG's Roof FramingCONTIUOUS HEADERCONTIUOUS HEADERSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: Revocable Tr
Wright/Revocable TrustWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
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ISSUE:DATE:
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10/02/17
DESCRIPTION:
FINAL
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Leeds Ma.See Boise literature for joistvertical load capacity.See Boise literature for joist blockinghigh end of rafter.birdsmouth cut in bottomBCI® series.correspondingThickness perBacker block.for ventilation.Holes cutBCI® blocking2x block2'-6" horiz.2x6 one side for 240 PLF max.2x4 one side for 135 PLF max.4'-0" horiz.at 6" o.c.10d nails2x beveled plate for slopecan be used in lieu of beveled plate for slopesSimpson or USP LSTA24 strapNailing per governing building code.Double-beveled wood plate.VERSA-LAM LVLsupport beam.® D2X2N2X1S2X ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R3 4 11-7/8" AJS 20 18' 0" R5 4 v v 7' 0" R6 6 v v 5' 0" Total length: 130' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 11-7/8" AJS 20 20' 0" R2 21 v v 18' 0" R4 3 v v 10' 0" R7 3 v v 4' 0" Total length: 440' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B11 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 20' 0" Total length: 60' 0" B12 3 1-3/4x16 VERSA-LAM 2.0 3100 SP 20' 0" Total length: 60' 0" G2 1 11-7/8" AJS 20 3' 0" G3 1 v v 3' 0" G4 1 v v 3' 0" G5 1 v v 3' 0" G7 2 v v 20' 0" G8 2 v v 20' 0" G9 2 v v 20' 0" G10 2 v v 20' 0" Total length: 172' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0" B6 3 v v 10' 0" Total length: 60' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 11-7/8" AJS 20 32' 0" Total length: 32' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 23RThis 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 immediately ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 8 IUS2.56/11.88 S 10 10d 2 Teardrops C15110.pdfH2 6 LSSUH310 WS 18 16d 12 10dx1.5" U 36.9 C15095.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order W -- Web Stiffeners required DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.6689lbsR3R3R3R3R5R5R5R5R6R6R6R6R6R6R1R2R2R2R2R2R4R4R7R7B13 plyB63 plyB113 plyB123 plyG21 plyG31 plyG41 plyG51 plyG72 plyG82 plyG92 plyG102 plyH1H1H1H1H1H1H1H1H2H2H2H219' 5-1/2"28' 0"