18C-126 FRAME08CONSTINOUS GARAGE DOOR HDR.Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: SackreyJohn
SackreyJohn/HouleWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
06/16/17
DESCRIPTION:
FINAL
N/A
N/A
Northampton
Blackberry Ln See Boise literature for joistvertical load capacity.See Boise literature for joist blockinghigh end of rafter.birdsmouth cut in bottom D2X2ND FLOOR FRAMING PLAN2X1S2X R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 17 Spruce-Pine-Fir #2 2 x 12 16' 0" R1 4 v v 16' 0" R2 1 v v 8' 0" R3 1 v v 5' 0" J2 3 v v 4' 0" Total length: 361' 0" R4 1 Spruce-Pine-Fir #2 2 x 10 4' 0" R5 1 v v 3' 0" J3 1 v v 3' 0" J4 1 v v 1' 0" Total length: 11' 0" R7 1 1" X 11-7/8" RIMBOARD 3' 0" Total length: 3' 0" R8 1 1" X 11 7/8" RIM BOARD 20' 4" R9 1 v v 19'11-1/2" Total length: 40' 3-1/2" J5 14 11-7/8" AJS 20 22' 0" R11 1 v v 22' 0" J6 2 v v 20' 0" R12 1 v v 20' 0" Total length: 390' 0" R14 2 1" x 11-7/8" RIM BOARD 12' 0" R15 1 v v 10' 5-1/2" R16 1 v v 7' 5-1/2" R17 1 v v 3' 0" Total length: 44'11" RXX (R/L) Spruce-Pine-Fir #2 2 x 10 2' 0" Total length: 2' 0" RXX (R/L) 1" X 11 7/8" RIM BOARD 1' 0" Total length: 1' 0" RXX (R/L) 11-7/8" AJS 20 2' 0" Total length: 2' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B3 2 Spruce-Pine-Fir #2 2 x 10 5' 0" Total length: 10' 0" B8 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 22' 0" Total length: 66' 0" B9 2 Spruce-Pine-Fir #2 2 x 10 20' 0" Total length: 40' 0" G4 3 Spruce-Pine-Fir #2 2 x 12 16' 0" Total length: 48' 0" G5 2 Spruce-Pine-Fir #2 2 x 10 8' 0" Total length: 16' 0" G6 2 Spruce-Pine-Fir #2 2 x 12 4' 0" Total length: 8' 0" G7 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 6' 0" Total length: 12' 0" G10 2 Spruce-Pine-Fir #2 2 x 12 4' 0" Total length: 8' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 12 10' 0" B2 2 v v 10' 0" Total length: 40' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 4 Column by others 8' 1-1/8" Total length: 32' 4-1/2" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 11-7/8" AJS 20 20' 0" Total length: 20' 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 immediately ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 1 LUS210-2 8 10dx1.5" 6 10d C15076A.pdfH2 9 LUS210 8 10dx1.5" 4 10d C15076A.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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.9244lbs768lbs1192lbs1124lbsR16R15R14R14R12R11R9R8R7R5R3R2R1R1R1R1J616" ocJ516" ocJ216" ocJ116" ocB22 plyB12 plyB92 plyB32 plyB83 plyG102 plyG72 plyG62 plyG43 plyG52 plyH1H2H2H2SIMPSON STEEL STRONGWALLS