STRUCTURALS10" SONOTUBES10" SONOTUBESPRECAST PIERS OR 10-12BIGFOOT CONCRETE FOOTINGSUNLESS NOTED OTHERWISESum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Barawski
Keiter/Barawski West 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
12/16/19
DESCRIPTION:
FINAL
N/A
N/A
Leeds
218 Audubon Rd vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 24 Spruce-Pine-Fir #2 2 x 12 14' 0" R1 2 v v 14' 0" J2 3 v v 12' 0" R2 2 v v 12' 0" R3 2 v v 3' 0" Total length: 430' 0" J3 4 SYP (PT MCA) #1 2 x 8 10' 0" Total length: 40' 0" J4 3 SYP (PT MCA) #1 2 x 6 4' 0" J5 1 v v 3' 0" R5 2 v v 2' 0" Total length: 19' 0" RXX (R/L) SYP (PT MCA) #1 2 x 8 3' 0" Total length: 3' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 SYP (PT MCA) #1 2 x 12 18' 0" Total length: 36' 0" G2 2 SYP (PT MCA) #1 2 x 8 6' 0" Total length: 12' 0" G3 2 SYP (PT MCA) #1 2 x 6 5' 0" G4 2 v v 3' 0" G5 2 v v 4' 0" Total length: 24' 0" G6 2 SYP (PT MCA) #1 2 x 8 10' 0" G7 2 v v 10' 0" Total length: 40' 0" G8 3 SYP (PT MCA) #1 2 x 12 14' 0" G9 3 v v 14' 0" G14 2 v v 18' 0" G15 3 v v 22' 0" Total length: 186' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 13 Column by others 8' 1-1/8" Total length: 105' 2-5/8"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 LUS210-3 8 16d 6 16d C17128X.pdfH2 1 HUCQ210-3-SDS 12 6 C17125.pdfH3 4 LUS26-2 4 10d 3 10d C17128X.pdfH4 1 LUS214-2 10 16d 6 16d C17128X.pdfH5 54 LUS28 6 10d 3 10d C17128X.pdfH6 15 LUS26 4 10d 3 10d C17128X.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------7543lbs6234lbs4546lbs4016lbs3980lbs4114lbs6275lbs9056lbs3784lbs855lbs862lbs305lbs327lbsR5R5RXXRXXR3R2R1J516" ocJ416" ocJ316" ocJ216" ocJ116" ocJ116" ocG153 plyG142 plyG93 plyG83 plyG72 plyG62 plyG52 plyG42 plyG32 plyG22 plyG12 plyH4H3H3H3H3H2H1H6H6H6H6H5H5H5H5H521' 2-3/4"13' 8"13' 8"27' 4"16' 6-1/2"7' 3-1/4"7' 3-1/4"2' 0"9' 7-1/4"9' 7-1/4"2' 0"10' 0"6' 0"
Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Barawski
Keiter/Barawski West Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
12/16/19
DESCRIPTION:
FINAL
N/A
N/A
Leeds
218 Audubon Rd vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottom2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2ND FLOOR FRAMING PLAN2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 11 Spruce-Pine-Fir #2 2 x 8 6' 0" R1 4 v v 6' 0" Total length: 90' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B6 3 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 54' 0" G5 3 1-3/4x7-1/4 VERSA-LAM 2.0 3100 16' 0" Total length: 48' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 10 8' 0" B2 2 v v 8' 0" B3 2 v v 8' 0" Total length: 48' 0" B4 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 8' 0" Total length: 16' 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 22 LUS26 4 10d 3 10d C17128X.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.R1R1R1R1J116" ocB12 plyB22 plyB32 plyB42 plyB63 plyG53 plyH1H121' 2-1/2"27' 4"16' 0"6' 0"
Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Barawski
Keiter/Barawski West Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1
roof plane
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
12/16/19
DESCRIPTION:
FINAL
N/A
N/A
Leeds
218 Audubon Rd vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 Spruce-Pine-Fir #2 2 x 12 26' 0" R3 2 v v 14' 0" Total length: 54' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 16 Spruce-Pine-Fir #2 2 x 12 14' 0" Total length: 224' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 36' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 32' 0" Total length: 32' 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 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.R3R3R1R2R2G12 plyH1H1LRU212 HANGERS
LOWERSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Barawski
Keiter/Barawski West Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1
lower roof
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
12/16/19
DESCRIPTION:
FINAL
N/A
N/A
Leeds
218 Audubon Rd vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 Spruce-Pine-Fir #2 2 x 12 22' 0" R2 1 v v 18' 0" R4 1 v v 16' 0" R6 1 v v 14' 0" R7 1 v v 4' 0" Total length: 74' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R3 8 Spruce-Pine-Fir #2 2 x 12 16' 0" R5 2 v v 14' 0" Total length: 156' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 36' 0" Total length: 36' 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 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.R1R2R4R6R7R3R5H1