FRAME106/126/122X6 T&G DECKINGSum vertical load capacities18 Hillside
Northampton
N/A
N/A
FINAL
DESCRIPTION:
05/03/19
N/A
N/A
DATE:ISSUE:
N/A N/A
FINAL
roof
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 1/2" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Hathaway-Brown Mcniece
JOB: Brown
DESIGNED BY: Doug Hodgins
SHIPPING INFORMATION:vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 1 Douglas Fir-Larch (N) #1 3 x 6 10' 0" G2 1 v v 10' 0" G3 1 v v 10' 0" G4 1 v v 10' 0" G5 1 v v 10' 0" G6 1 v v 10' 0" G7 1 v v 10' 0" G8 1 v v 10' 0" G9 1 v v 10' 0" G10 1 v v 10' 0" Total length: 100' 0" G11 1 Douglas Fir-Larch (N) SS 6 x 1 12' 0" G12 1 v v 12' 0" Total length: 24' 0" G13 1 Douglas Fir-Larch (N) #1 3 x 6 10' 0" G14 1 v v 10' 0" Total length: 20' 0" G15 1 Douglas Fir-Larch (N) SS 6 x 1 16' 0" Total length: 16' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B16 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 12' 0" Total length: 24' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8"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 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.3423lbsB162 plyG11 plyG21 plyG31 plyG41 plyG51 plyG61 plyG71 plyG81 plyG91 plyG101 plyG111 plyG121 plyG131 plyG141 plyG151 plyH1H2H3H315' 0"2' 6"2' 6"17' 0"14' 0"