41 -069 FRAME10Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Cooke
Audette Larry/CookeWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/8" = 1'NOTES:SHEET NUMBER: 1
roof planes
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
06/01/17
DESCRIPTION:
FINAL
N/A
N/A
Helen Dr. Southampton.See Boise literature for joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1S2X ROOF FRAMING PLAN ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 5 Spruce-Pine-Fir #2 2 x 12 18' 0" R2 1 v v 16' 0" R3 1 v v 14' 0" R4 1 v v 12' 0" R5 16 v v 10' 0" R6 6 v v 8' 0" R7 4 v v 7' 0" R8 2 v v 5' 0" R9 2 v v 4' 0" R10 2 v v 3' 0" R11 2 v v 2' 0" R12 2 v v 1' 0" Total length: 398' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 20' 0" Total length: 40' 0" G2 2 Spruce-Pine-Fir #2 2 x 12 10' 0" Total length: 20' 0" G3 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 16' 0" Total length: 32' 0" G4 2 Spruce-Pine-Fir #2 2 x 12 12' 0" G5 2 v v 14' 0" G6 2 v v 12' 0" G7 2 v v 7' 0" G8 2 v v 18' 0" G9 2 v v 18' 0" G10 2 v v 18' 0" G11 2 v v 18' 0" Total length: 234' 0" G12 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 26' 0" Total length: 52' 0" G13 2 1-3/4x11-1/4 VERSA-LAM 2.0 310 26' 0" Total length: 52' 0" G14 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 28' 0" Total length: 56' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 7 Column by others 8' 1-1/8" P2 1 v v 5' 0" Total length: 61' 7-7/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 5' 0" Total length: 5' 0"All product names are trademarks of their respective owners SO BU HOVITITHUHHLSLS3RThis 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: 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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 4 LSSU210-2 14 16d 12 10dx1.5" L 33.7 D 29.0 TFU1C15095.pdfH2 1 HHUS48X SKL33.7 SLD29 (Continued) S 22 10d 8 10d L 33.7 D 29.0 TFU1C15146X.pdfH3 1 WPU3.56/11.88X SKL33.7 SLU29 (Continued) S 4 16d 6 10d 3 16d L 33.7 U 29.0 TFD1C15121.pdfH4 37 LSSU28 10 10d 5 10dx1.5" U 33.7 C15095.pdfH5 4 U210X SKR56.3 SLU33.7 (Continued) S 10 10d 6 10dx1.5" R 56.3 U 33.7 TFU2C15074.pdfH6 7 U210X SKL56.3 SLU33.7 (Continued) S 10 10d 6 10dx1.5" L 56.3 U 33.7 TFD2C15074.pdfH7 28 LUS28 6 10d 3 10d C15076A.pdfH8 9 TJC37 4 8dx1.5" 4 8dx1.5" L 56.3 C15153.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order6281lbs32lbs1719lbs7458lbs920lbs1464lbs2720lbs1617lbsR12R11R10R10R9R9R8R8R7R7R7R7R6R5 R5R5R4R3R2R1G142 plyG132 plyG122 plyG112 plyG102 plyG92 plyG82 plyG72 plyG62 plyG52 plyG42 plyG32 plyG22 plyG12 plyRO