41 -069 FRAME06Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Cooke
Audette Larry/CookeWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/16" = 1'NOTES:SHEET NUMBER: 1
foundation
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
06/02/17
DESCRIPTION:
FINAL
N/A
N/A
Helen Dr. Southampton.See Boise literature for joistvertical load capacity.See Boise literature for joist blockingLoad bearing wall abovebirdsmouth cut in bottom D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 2 Spruce-Pine-Fir #2 2 x 12 22' 0" J2 21 v v 20' 0" J3 33 v v 18' 0" J4 49 v v 16' 0" R1 14 v v 16' 0" J5 26 v v 14' 0" R2 7 v v 14' 0" J6 33 v v 12' 0" R3 9 v v 12' 0" J7 9 v v 10' 0" R4 1 v v 10' 0" R5 5 v v 8' 0" J8 1 v v 8' 0" J9 5 v v 7' 0" R6 1 v v 7' 0" R7 3 v v 6' 0" R8 4 v v 5' 0" J10 1 v v 5' 0" R9 10 v v 4' 0" J11 1 v v 4' 0" R10 3 v v 3' 0" R11 1 v v 2' 0" RXX (R/L) v v 3' 0" Total length: 3323' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 3 Spruce-Pine-Fir #2 2 x 12 18' 0" Total length: 54' 0" B2 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 20' 0" B3 3 v v 42' 0" Total length: 166' 0" B5 3 Spruce-Pine-Fir #2 2 x 12 14' 0" Total length: 42' 0" B6 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 22' 0" B7 2 v v 20' 0" B21 3 v v 40' 0" Total length: 204' 0" G4 2 Spruce-Pine-Fir #2 2 x 12 10' 0" G15 2 v v 14' 0" G16 3 v v 14' 0" G20 2 v v 14' 0" Total length: 118' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 17 Column by others 8' 1-1/8" Total length: 137' 7-1/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ X1 1 Spruce-Pine-Fir #2 2 x 12 6' 5-1/16" XXX (R/L) v v 30' 0" XXX (R/L) v v 82' 0" Total length: 118' 5-1/16"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 HHUS210-3 30 10d 10 10d C15146X.pdfH2 2 LUS210-2 8 10dx1.5" 6 10d C15076A.pdfH3 28 LUS210 8 10dx1.5" 4 10d C15076A.pdfH4 1 (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.5694lbs9904lbs7942lbs8660lbs12514lbs8577lbs6636lbs2492lbs1543lbs13510lbs5188lbs6067lbs9833lbs10195lbs10174lbs10416lbs6493lbsRXXRXXR11R10R10R10R9R9R9R9R9R9R9R9R9R9R8R8R8R8R7R7R7R6R5R5R5R5R5R4R3R3R3R3R3R3R3R3R3R2R2R2R2R2R2R2R1R1R1R1R1R1R1R1R1R1R1R1R1R1J1116" ocJ1016" ocJ916" ocJ916" ocJ916" ocJ816" ocJ716" ocJ716" ocJ716" ocJ616" ocJ616" ocJ616" ocJ616" ocJ616" ocJ616" ocJ616" ocJ516" ocJ516" ocJ516" ocJ516" ocJ416" ocJ416" ocJ416" ocJ416" ocJ316" ocJ316" ocJ316" ocJ316" ocJ316" ocJ 2
1 2 " o c J216" ocJ2
16" oc
J212" ocJ116" ocJ116" ocB213 plyB72 plyB62 plyB53 plyB33 plyB22 plyB13 plyG202 plyG163 plyG152 plyG42 plyH4H2H2H1H3H3H3