41 -069 FRAME08IN 3 LOCATIONS. MUST HAVE A MINIMUM OF 24" OF CONCRETE IN THOSE LOCATIONSSIMPSON STHD14 STRAP TIES EMBEDED ITO POURCONTINUOUS GARAGE DOOR HEADERSum vertical load capacitiestotal vertical load capacity.of Boise joist & rimboard forSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Cooke
Audette Larry/CookeWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/8" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
06/01/17
DESCRIPTION:
FINAL
N/A
N/A
Helen Dr. Southampton.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 PLAN2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 17 Spruce-Pine-Fir #2 2 x 12 16' 0" R1 1 v v 16' 0" R2 1 v v 10' 0" R3 1 v v 5' 0" Total length: 303' 0" R4 9 Spruce-Pine-Fir #2 2 x 10 16' 0" J2 28 v v 14' 0" R5 1 v v 14' 0" J3 19 v v 12' 0" R6 1 v v 12' 0" J4 10 v v 10' 0" R7 1 v v 10' 0" R8 2 v v 6' 0" R9 2 v v 2' 0" Total length: 916' 0" J5 47 Spruce-Pine-Fir #2 2 x 8 18' 0" J6 36 v v 16' 0" R10 11 v v 16' 0" R11 4 v v 14' 0" J7 6 v v 14' 0" J8 19 v v 12' 0" R12 6 v v 12' 0" R13 2 v v 10' 0" R14 1 v v 8' 0" J9 3 v v 7' 0" R15 4 v v 7' 0" R16 2 v v 6' 0" J10 1 v v 5' 0" R17 3 v v 4' 0" R18 2 v v 3' 0" R19 6 v v 2' 0" Total length: 2162' 0" J11 3 Spruce-Pine-Fir #2 2 x 6 18' 0" R21 2 v v 3' 0" Total length: 60' 0" RXX (R/L) Spruce-Pine-Fir #2 2 x 8 2' 0" Total length: 2' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B5 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 14' 0" Total length: 28' 0" B6 2 Spruce-Pine-Fir #2 2 x 10 6' 0" B7 2 v v 3' 0" B8 2 v v 10' 0" B9 2 v v 2' 0" Total length: 42' 0" B15 3 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 54' 0" B19 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" Total length: 20' 0" B24 3 1-3/4x24 VERSA-LAM 2.0 3100 SP 26' 0" Total length: 78' 0" B28 2 Spruce-Pine-Fir #2 2 x 8 5' 0" Total length: 10' 0" B31 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 18' 0" Total length: 36' 0" B38 3 1-3/4x24 VERSA-LAM 2.0 3100 SP 26' 0" Total length: 78' 0" G10 4 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 72' 0" G11 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 18' 0" G12 2 v v 8' 0" Total length: 52' 0" G13 2 Spruce-Pine-Fir #2 2 x 8 5' 0" Total length: 10' 0" G14 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 14' 0" Total length: 28' 0" G20 2 Spruce-Pine-Fir #2 2 x 8 2' 0" Total length: 4' 0" G25 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 22' 0" G26 3 v v 20' 0" Total length: 126' 0" G27 3 SYP (PT MCA) #1 2 x 8 18' 0" Total length: 54' 0" G29 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 16' 0" Total length: 48' 0" G36 2 Spruce-Pine-Fir #2 2 x 10 14' 0" Total length: 28' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 7' 0" Total length: 14' 0" B2 2 Spruce-Pine-Fir #2 2 x 10 10' 0" Total length: 20' 0" B3 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" B4 2 v v 10' 0" B16 2 v v 7' 0" Total length: 54' 0" B17 2 Spruce-Pine-Fir #2 2 x 10 7' 0" Total length: 14' 0" B18 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 7' 0" Total length: 14' 0" B21 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0" B22 2 v v 10' 0" B23 2 v v 10' 0" Total length: 60' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 6 Column by others 8' 1-1/8" Total length: 48' 6-3/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 46' 0" Total length: 46' 0" XXX (R/L) Spruce-Pine-Fir #2 2 x 8 44' 0" XXX (R/L) v v 7' 0" Total length: 51' 0" XXX (R/L) Spruce-Pine-Fir #2 2 x 6 3' 0" Total length: 3' 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 LUS28-2 6 10dx1.5" 4 10dH2 5 W212 S 2 10dx1.5" 2 10dx1.5"H3 55 LUS28 6 10dx1.5" 4 10dH4 6 LUS26 4 10d 3 10dH5 1 JB210A S 2 10d 2 10dx1.5" 4 10d---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order 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.0lbs877lbs9619lbs20lbs3435lbs1617lbsR21R21RXXR19R19R19R19R19R19R18R18R17R17R17R16R16R15R15R15R15R14R13R13R12R12R12R12R12R12R11R11R11R11R10R10R10R10R10R10R10R10R10R10R10R9R9R8R8R7R6R5R4R4R4R4R4R4R4R4R4R3R2R1J1116" ocJ1016" ocJ916" ocJ816" ocJ816" ocJ716" ocJ716" ocJ616" ocJ616" ocJ616" ocJ516" ocJ516" ocJ516" ocJ516" ocJ416" ocJ316" ocJ216" ocJ216" ocJ116" ocB232 plyB222 plyB212 plyB182 plyB172 plyB162 plyB42 plyB32 plyB22 plyB12 plyB312 plyB282 plyB192 plyB92 plyB 8
2 p l y
B72 plyB62 plyB52 plyB383 plyB243 plyB153 plyG273 plyG263 plyG253 plyG112 plyG104 plyG362 plyG293 plyG202 plyG142 plyG132 plyG122 plyH5H1H3H3H3H4H4H3H3H3H2