24D-174 FRAME06FOR PORTAL FRAME FIGURE R602.10.3.3 (2009 IRC)2 SIMPSON STHD14 STRAPS EMBEDED INTO POUR IN EACH CORNERSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: 29 Aldrich S
Keiter/29 Aldrich StWest 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
03/26/18
DESCRIPTION:
FINAL
N/A
N/A
Northampton Ma vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2N2X1ST FLOOR FRAMING PLAN2X RAll 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 immediately5' 9-1/2"15' 9"4' 4-1/2"25'11"23' 3"6'11"
CONTINUOUS HEADERSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: 29 Aldrich S
Keiter/29 Aldrich StWest 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
03/26/18
DESCRIPTION:
FINAL
N/A
N/A
Northampton Ma vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2ND FLOOR FRAMING PLAN2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 6 Spruce-Pine-Fir #2 2 x 10 16' 0" J1 34 v v 14' 0" R2 2 v v 10' 0" R3 2 v v 8' 0" J2 6 v v 7' 0" R4 3 v v 7' 0" R5 2 v v 5' 0" Total length: 681' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B3 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 24' 0" Total length: 72' 0" G4 2 Spruce-Pine-Fir #2 2 x 10 8' 0" Total length: 16' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0" B2 2 v v 10' 0" Total length: 40' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 22' 0" Total length: 22' 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 ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 5 LUS210 8 10dx1.5" 4 10d C15076A.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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.9098lbsR1R1R1R1R1R1R2R2R3R3R4R4R4R5R5J116" ocJ116" ocJ216" ocB12 plyB22 plyB33 plyG42 plyH1
Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: 29 Aldrich S
Keiter/29 Aldrich StWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
roof plane
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
03/26/18
DESCRIPTION:
FINAL
N/A
N/A
Northampton Ma vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLANAll product names are trademarks of their respective owners SO BU HROOF TRUSSES 24” O/COVITITHUHHLS 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: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.O01O01O01O01O01O01O01O01O02O03O04O05O06O07O08O09O10O11O12O13O13O13O14O14O14O14O14O14O14O15O15O15O15O15O15O15O15O16O17O17O17O17O17O17O17O17O17O17O17O17O17O18O18O18O18O18O18O18