23C-110 FRAME08Sum vertical load capacitiestotal vertical load capacity.of Boise joist & rimboard forSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Caron
Jeff Bott/ Caron West 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
03/28/17
DESCRIPTION:
FINAL
N/A
N/A
DO NOTcut, notch or drill flangesDO NOTcut holes near bearing supportMinimum distance perBoise joist hole chart.See Boise literature for joistvertical load capacity.See Boise literature for joist blocking(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®birdsmouth cut in bottom D2X2ND FLOOR FRAMING PLAN2X1S2XPR R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 1" X 9-1/2" RIMBOARD 19' 1-1/4" R2 1 v v 15' 3" R3 1 v v 11' 5-1/4" R4 1 v v 6' 7" Total length: 52' 4-1/2" J1 11 9-1/2" AJS 20 40' 0" J2 2 v v 20' 0" R5 1 v v 20' 0" J3 1 v v 16' 0" R6 1 v v 16' 0" R7 1 v v 12' 0" J4 2 v v 12' 0" J5 1 v v 7' 0" R8 1 v v 7' 0" Total length: 582' 0" R9 2 1" x 9-1/2" RIM BOARD 12' 0" R10 2 v v 8' 0" Total length: 40' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B4 2 Spruce-Pine-Fir #2 2 x 10 20' 0" B5 2 v v 8' 0" B9 2 v v 8' 0" Total length: 72' 0" G6 3 1-3/4x16 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 54' 0" G7 1 1-3/4x9-1/2 VERSA-LAM 2.0 3100 4' 0" G8 1 v v 4' 0" G10 2 v v 18' 0" Total length: 44' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 10 8' 0" Total length: 16' 0" B2 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" B3 3 v v 14' 0" Total length: 62' 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) 9-1/2" AJS 20 34' 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 ITS1.81/9.5 S 4 10d 4 10dx1.5" 4 10d C15118X.pdfH2 1 HUS1.81/10 S 30 16d 10 16d C15111B.pdfH3 4 ITS2.56/9.5 WS 4 10dx1.5" 4 10dx1.5" 4 10dx1.5" C15118X.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order W -- Web Stiffeners required1318lbs1395lbs1421lbs1278lbsR1R2R3R4R5R6R7R8R9R9R10R10J116" ocJ216" ocJ316" ocJ416" ocJ516" ocB12 plyB22 plyB33 plyB42 plyB52 plyB92 plyG63 plyG71 plyG81 plyG102 plyH1H2H3H3