31A-169 FRAME06TWO SIMPSON STHD14 STRAPS EMBEDDED INTO POURSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: Martins
Dave Hardy/MartinsWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
foundation
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
04/03/17
DESCRIPTION:
FINAL
N/A
N/A
Northampton
66 Maynard Rd See Boise literature for joistvertical load capacity.See Boise literature for joist blockinghigh end of rafter.birdsmouth cut in bottom D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 5 Spruce-Pine-Fir #2 2 x 8 12' 0" R1 1 v v 8' 0" R2 3 v v 7' 0" J2 5 v v 6' 0" R3 2 v v 6' 0" J3 2 v v 5' 0" R4 2 v v 5' 0" Total length: 151' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 Spruce-Pine-Fir #2 2 x 8 3' 0" G2 2 v v 14' 0" Total length: 34' 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 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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 1 LUS28-2 6 10dx1.5" 4 10d C15076A.pdfH2 14 LUS28 6 10dx1.5" 4 10d C15076A.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------R4R4R3R3R2R2R2R1J316" ocJ216" ocJ116" ocG22 plyG12 plyH1H2H2