FRAME06of Boise joist & rimboard fortotal vertical load capacity.Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Diessner/Fel
Sackrey/Diessner/FeldmanWest 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
02/15/19
DESCRIPTION:
FINAL
N/A
N/A
Florence Ma
Baker Hill Rd.cut, notch or drill flangesDO NOTBoise joist hole chart.Minimum distance percut holes near bearing supportDO NOTlarger series joists.with 2" flange width &bearing plate requiredNote: Minimum 2x6vertical load capacity.See Boise literature for joistBoise Rim JoistSee Boise literature for joist blocking®BCI Joist Blockingvertical load capacity.See Boise literature forLoad bearing wall above(stacked over wall below)birdsmouth cut in bottomhigh end of rafter. D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 SYP (PT MCA) #1 2 x 12 16' 0" J1 18 v v 12' 0" R2 2 v v 12' 0" J2 7 v v 10' 0" R3 1 v v 8' 0" Total length: 334' 0" R4 1 1" X 11-7/8" RIMBOARD 11' 0" Total length: 11' 0" R5 1 1" X 11 7/8" RIM BOARD 41'10" R6 1 v v 17'10" Total length: 59' 8" R7 1 11-7/8" AJS 20 42' 0" J3 14 v v 26' 0" J4 12 v v 22' 0" J5 1 v v 20' 0" J6 35 v v 18' 0" R8 1 v v 18' 0" Total length: 1338' 0" R9 8 1" x 11-7/8" RIM BOARD 12' 0" R10 2 v v 4' 7" RXX (R/L) v v 3' 0" Total length: 108' 2" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B7 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 38' 0" B8 3 v v 32' 0" B9 3 v v 16' 0" Total length: 258' 0" B10 2 SYP (PT MCA) #1 2 x 12 10' 0" Total length: 20' 0" G1 1 1-3/4x11-7/8 VERSA-LAM 2.0 310 7' 0" G2 1 v v 7' 0" G3 3 v v 26' 0" Total length: 92' 0" G4 1 SYP (PT MCA) #1 2 x 12 10' 0" G5 1 v v 12' 0" Total length: 22' 0" G6 1 1-3/4x11-7/8 VERSA-LAM 2.0 310 20' 0" Total length: 20' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 10 Column by others 8' 1-1/8" Total length: 80'11-1/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) SYP (PT MCA) #1 2 x 12 10' 0" Total length: 10' 0" XXX (R/L) 11-7/8" AJS 20 42' 0" XXX (R/L) v v 6' 0" Total length: 48' 0"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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 25 LUS28 6 10d 3 10d C15076A.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------2730lbs2730lbs1779lbs15305lbs13373lbs12315lbs5262lbs10004lbs16611lbs7875lbsRXXRXXR10R10R9R9R9R9R9R9R9R9R8R7R6R5R4R3R2R2R1J616" ocJ516" ocJ416" ocJ316" ocJ316" ocJ216" ocJ116" ocB102 plyB93 plyB83 plyB73 plyG61 plyG51 plyG41 plyG33 plyG21 plyG11 plyH1H1