18C-126 FRAME06Sum 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
foundation
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 D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 3 Spruce-Pine-Fir #2 2 x 12 18' 0" J2 37 v v 16' 0" R1 9 v v 16' 0" J3 10 v v 14' 0" R2 2 v v 14' 0" J4 5 v v 12' 0" R3 3 v v 12' 0" J5 2 v v 10' 0" J6 2 v v 6' 0" R4 1 v v 6' 0" R5 3 v v 5' 0" R6 2 v v 3' 0" J7 1 v v 3' 0" R7 1 v v 2' 0" Total length: 1118' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B12 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 32' 0" Total length: 64' 0" G4 1 Spruce-Pine-Fir #2 2 x 12 18' 0" G5 1 v v 18' 0" G6 2 v v 12' 0" G7 2 v v 16' 0" G8 2 v v 7' 0" G9 3 v v 10' 0" G10 3 v v 16' 0" G11 2 v v 12' 0" Total length: 208' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 5 Column by others 8' 1-1/8" Total length: 40' 5-5/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 5' 0" XXX (R/L) v v 26' 0" Total length: 31' 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 2 HU210-3 S 18 16d 10 10d C15074.pdfH2 1 LUS210-2 8 10dx1.5" 6 10d C15076A.pdfH3 7 LUS210 8 10dx1.5" 4 10d C15076A.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order15854lbs12471lbs768lbs1192lbs1124lbsR7R6R6R5R5R5R4R3R3R3R2R2R1R1R1R1R1R1R1R1R1J716" ocJ616" ocJ516" ocJ416" ocJ316" ocJ216" ocJ216" ocJ216" ocJ116" ocB122 plyG112 plyG103 plyG93 plyG82 plyG72 plyG62 plyG51 plyG41 plyH2H1H1H34" LALLY COLUMNS W/SPFLD PLATES