23A-061 FRAME08Sum vertical load capacitiesFlorence Ma
N/A
N/A
FINAL
DESCRIPTION:
05/04/18
N/A
N/A
DATE:ISSUE:
N/A N/A
FINAL
1st walls
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 3/8" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Keiter/63 Maple St
JOB: 63 Malple St
DESIGNED BY:
Doug Hodgins
SHIPPING INFORMATION:vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottom D2X2ND FLOOR FRAMING PLAN2X1S2X R ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 Spruce-Pine-Fir #2 2 x 8 4' 0" G2 2 v v 7' 0" G4 2 v v 12' 0" Total length: 46' 0" G5 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 16' 0" Total length: 32' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B3 2 Spruce-Pine-Fir #2 2 x 8 6' 0" Total length: 12' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8"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 1 HHUS410 30 16d 10 16d C15146X.pdfH2 3 LUS28-2 6 10d 3 10d C15076A.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------1010lbsB32 plyG12 plyG22 plyG42 plyG52 plyH1H2H2H25'11"9' 4"10' 8"3'10"