24D-174 29 Aldrich plan 2018-03-28CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
KeiterScott29AldrichSt - Level 3-26-18
1:28pm
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcB3 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.4 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 6.50" 246 65 Live
Replacement Uniform (PLF) Top 0' 0.00" 5' 3.75" 194 65 Live
Replacement Uniform (PLF) Top 1' 6.50" 5' 3.75" 246 65 Live
Replacement Uniform (PLF) Top 5' 3.75" 10' 6.50" 259 65 Live
Replacement Uniform (PLF) Top 5' 3.75" 12' 0.00" 194 65 Live
Replacement Uniform (PLF) Top 10' 6.50" 12' 0.00" 259 65 Live
Replacement Uniform (PLF) Top 12' 0.00" 12' 8.50" 259 65 Live
Replacement Uniform (PLF) Top 12' 0.00" 18' 0.75" 259 65 Live
Replacement Uniform (PLF) Top 12' 8.50" 18' 0.75" 259 65 Live
Replacement Uniform (PLF) Top 18' 0.75" 21' 8.50" 259 65 Live
Replacement Uniform (PLF) Top 18' 0.75" 23' 3.00" 259 65 Live
Replacement Uniform (PLF) Top 21' 8.50" 23' 3.00" 259 65 Live
1 2 3
11 7 8 11 7 8
23 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 2791# --
2 11' 7.500" Wall N/A N/A 2.236" 8803# --
3 23' 3.000" Wall N/A N/A 1.500" 3155# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 2184# 607#
2 6780# 2023#
3 2549# 607#
Design spans
11' 2.875" 11' 2.875"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7517.'# 21774.'# 34% 18.07' Even Spans D+L
Negative Moment 9908.'# 21774.'# 45% 11.62' Total Load D+L
Shear 4080.# 9476.# 43% 11.64' Total Load D+L
TL Deflection 0.2024" 0.5620" L/666 17.81' Even Spans D+L
LL Deflection 0.1739" 0.3747" L/775 17.81' Even Spans L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
KeiterScott29AldrichSt - Level 3-26-18
1:29pm
1 of 2
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcB1 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 3' 10.75" 193 286 Live
Replacement Uniform (PLF) Top 0' 0.00" 3' 10.75" 485 0 Snow
Replacement Uniform (PLF) Top 3' 10.75" 9' 3.00" 43 0 Snow
Replacement Uniform (PLF) Top 3' 10.75" 9' 3.00" 259 152 Live
Point (LBS) Top 3' 9.25" 8 1158 Live
Point (LBS) Top 3' 9.25" 2868 0 Snow
Point (LBS) Top 3' 10.75" 44 13 Snow
1 2
9 3 0
9 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.949" 5117# --
2 9' 3.000" Wall N/A N/A 1.500" 3489# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 989# 3266# 1851#
2 1135# 1738# 1334#
Design spans
9' 1.750"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Minimum 1.95" bearing required at bearing # 1
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 13615.'# 24466.'# 55% 3.77' Total Load D+S
Shear 4342.# 9081.# 47% 0.06' Total Load D+S
TL Deflection 0.1781" 0.4573" L/616 4.63' Total Load D+0.75(L+S)
LL Deflection 0.1122" 0.3049" L/977 4.63' Total Load 0.75(L+S)
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
KeiterScott29AldrichSt - Level 3-26-18
1:29pm
2 of 2
All product names are trademarks of their respective owners
Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcB2 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 5' 5.75" 43 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 5' 5.75" 259 152 Live
Replacement Uniform (PLF) Top 5' 5.75" 9' 3.00" 485 0 Snow
Replacement Uniform (PLF) Top 5' 5.75" 9' 3.00" 261 286 Live
Point (LBS) Top 5' 4.25" 44 13 Snow
Point (LBS) Top 5' 5.75" 8 1177 Live
Point (LBS) Top 5' 5.75" 2874 0 Snow
1 2
9 3 0
9 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 3516# --
2 9' 3.000" Wall N/A N/A 1.972" 5175# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1190# 1718# 1335#
2 1194# 3236# 1852#
Design spans
9' 1.750"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Minimum 1.97" bearing required at bearing # 2
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 13511.'# 24466.'# 55% 5.48' Total Load D+S
Shear 4327.# 9081.# 47% 8.28' Total Load D+0.75(L+S)
TL Deflection 0.1802" 0.4573" L/608 4.63' Total Load D+0.75(L+S)
LL Deflection 0.1143" 0.3049" L/960 4.63' Total Load 0.75(L+S)
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
FOR 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
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
Rev Date Description
Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.Renovations to
29 ALDRICH STREET
Northampton,
Massachusetts
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 09/18/2017 EXISTING CONDITIONS
Sheet Title
Scale:
03/20/2018
JPB
JPB
17-016
AS NOTEDJODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comPERMIT DRAWINGS - GARAGE 03/20/2018
2 12/4/2017 PROGRESS DRAWINGS
3 01/18/2018 PROGRESS DRAWINGS
4 3/19/2018 REV. AT GARAGE
5 3/20/2018 PERMIT - GARAGE
STOVE
REF.
DW
DN
UP
UP
5" STEP 7-1/2" STEPRAMP UP
EXISTING SHED
EXISTING SITE PLAN
Scale: 1/8" = 1'-0"1
10'-0"
SIDE SETBACK
4'-0"
SIDE SETBACK, ACCESSORY
10'-0"
SIDE SETBACK
4'-0"
SIDE SETBACK, ACCESSORY 10'-0"FRONT SETBACK20'-0"FRONT SETBACK, ACCESSORYALDRICH STREET 20'-0"REAR SETBACK4'-0"REAR SETBACK, ACCESSORYEXISTING DRIVEWAY
EXISTING SITE PLAN
EX-100
PROPOSED SITE PLAN
Scale: 1/8" = 1'-0"1
10'-0"
SIDE SETBACK
4'-0"
SIDE SETBACK, ACCESSORY
10'-0"
SIDE SETBACK
4'-0"
SIDE SETBACK, ACCESSORY 10'-0"FRONT SETBACK20'-0"FRONT SETBACK, ACCESSORYALDRICH STREET 20'-0"REAR SETBACK4'-0"REAR SETBACK, ACCESSORYNEW DRIVEWAY
15'-0"
CURB CUT, MAX.
MODIFY EXISTING
CURB CUT AS
REQUIRED FOR
DRIVEWAY.
Rev Date Description
Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.Renovations to
29 ALDRICH STREET
Northampton,
Massachusetts
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 09/18/2017 EXISTING CONDITIONS
Sheet Title
Scale:
03/20/2018
JPB
JPB
17-016
AS NOTEDJODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comPERMIT DRAWINGS - GARAGE 03/20/2018
2 12/4/2017 PROGRESS DRAWINGS
3 01/18/2018 PROGRESS DRAWINGS
4 3/19/2018 REV. AT GARAGE
5 3/20/2018 PERMIT - GARAGE
PROPOSED SITE
PLANUPDN
UP
UP
UP
NEW WRAP AROUND PORCHNEW ENTRY
ADDITION
NEW REAR ENTRY /
MUDROOM
SIDEWALK
NEW FIELD STONE
WALKWAY TO CITY
SIDEWALK
NEW FIELD STONE
WALKWAY BETWEEN
GARAGE & PORCH
UP
hose bibb
PLANTING BED
A-100
Rev Date Description
Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.Renovations to
29 ALDRICH STREET
Northampton,
Massachusetts
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 09/18/2017 EXISTING CONDITIONS
Sheet Title
Scale:
03/20/2018
JPB
JPB
17-016
AS NOTEDJODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comPERMIT DRAWINGS - GARAGE 03/20/2018
2 12/4/2017 PROGRESS DRAWINGS
3 01/18/2018 PROGRESS DRAWINGS
4 3/19/2018 REV. AT GARAGE
5 3/20/2018 PERMIT - GARAGE
GARAGE PLANS
A-10225'-11"30'-2"
6'-11"8"22'-7"
4" REINFORCED
CONCRETE SLAB AT
GARAGE - EL= 0'-0"6"8"6"6"8"6"
6"8"6"
23'-3"
9'-1 1/2"2'-0 1/2"9'-1 1/2"1'-5 3/4"
TOP OF WALL = 0'-8"
BOT. OF FOOTING = -4'-0"
TOP OF WALL = 0'-8"
BOT. OF FOOTING = -4'-0"PROVIDE CUTOUT AT
GARAGE DOOR
TOP OF WALL = -0'-6"PROVIDE CUTOUT AT
GARAGE DOOR
TOP OF WALL = -0'-6"
4" REINFORCED
CONCRETE SLAB AT
ENTRY - EL= 0'-8"
REINFORCED
CONCRETE
FOUNDATION
WALL &
FOOTING
REINFORCED
CONCRETE
FOOTING AT
CENTER POST,
BELOW GARAGE
FLOOR SLAB.
NOTE: PROVIDE
CONTROL JOINTS AT
CENTERLINE OF POST
TO EXTERIOR WALLS,
ALL (4) SIDES
1'-5 3/4"25'-11"4'-4 1/2"15'-9"5'-9 1/2"6'-11"
4" REINFORCED SLAB
@ REAR LANDING.
EL=0'-4"
GARAGE - FOUNDATION PLAN
Scale: 1/4" = 1'-0"1
UP
hose
bibb
STEP UP25'-11"8'-5"17'-6"23'-3"
11'-2"6'-0 1/2"
1'-10"2'-3 3/4"5 1/2"22'-4"5 1/2"
11'-2"11'-2"12'-6"12'-6"5 1/2"5 1/2"OVERHEAD GARAGE DOOR,
9' WIDE X 7' TALL
NEW DOUBLE
HUNG WINDOW,
36X48
NEW, INSULATED,
FIBERGLASS DOOR W/
HALF-LITE.CONC.
EXTERIOR WALL:
CLAPBOARD SIDING
1/2" ZIP SHEATHING
2X6@16" O.C.
INSULATION, R-21 MIN, AT 2ND
FLOOR.
VAPOR BARRIER
1/2" GWB AT INTERIOR AT 2ND
FLOOR
CONC.
CONC.
LVT.1
INTERIOR STAIRS -
HARDWOOD TREAD
& PAINTED RISER.
1-1/2" OD PAINTED
WOOD HANDRAIL AT
34" ABOVE TREAD,
EA. SIDE 25'-11"4'-4 1/2"15'-9"5'-9 1/2"6'-11"
5 1/2"2'-8"6'-0 1/2"
3'-1"3'-4 1/2"
30'-2"
INSULATE WALL
@ STAIRWAY,
MIN. R-21
6T @ 11" ea = 5'-6"3'-0 1/2"5 1/2"6'-3 1/2"5 1/2"Alternate for
garage storage or mech space
below stairs.
GARAGE - FIRST FLOOR PLAN
Scale: 1/4" = 1'-0"2
STOVEDWDN
INSTALL
OWNER
SUPPLIED
VANITY. VERIFY DIMENSIONS.
ROD @ 60", PAINTED WOOD
SHELF @ 66". TYP. ALL
CLOSETS
±9'7-1/2" wall
±5'-8" wall
LINE OF DORMER
ABOVE
±6'-3 1/2" knee wall
±6'5-1/4" wall
5'-4 3/8"3 1/2"5'-5 3/8"2'-0"3 1/2"10'-0 3/4"3 1/2"11'-1 1/4"10 3/4"5'-1"1'-10 1/2"
2'-7"
15'-6 1/4"8'-4"9'-3"2'-11"2'-11"8'-8 1/2"
CLOSET CLOSET
BEDROOM
KITCHENLIVING / DINING
LINEN
LAV.
BATH
STAIR
±2'-0"4'-6"
attic space
insulated4'-8 1/4"4'-4 3/4"3 1/2"2'-3 1/2"
3 1/2"
3'-8 1/4"3 1/2"
17'-11 1/2"12'-4 1/4"SHEET.1
SHEET.1
thresholdWOOD FLOORING
WOOD FLOORING
LVT.1
EXTERIOR WALL:
CLAPBOARD SIDING
1/2" ZIP SHEATHING
2X6@16" O.C.
INSULATION, R-21 MIN.
VAPOR BARRIER
1/2" GWB AT INTERIOR
NEW DOUBLE
HUNG WINDOW,
36X60, EGRESS
CASEMENT
WINDOW AT
KITCHEN, 36x40
DOUBLE HUNG WINDOW
AT DORMER, 36X60
PICTURE
WINDOW, 36X24
KITCHEN CABINET -
PAINTED BASE CABINET
W/ PL. LAM. PREFORM
TOP. PAINTED OVERHEAD
CABINETS. "SHAKER
STYLE" DOORS &
DRAWERS
AWNING WINDOW, 18X24
32X80 CASED60X80 60X80
30X80 POCKET
TYP. INTERIOR WALL - 2X4@16 W/ 1/2" GWB EA. SIDEthreshold 32X8032X8036X806'-11"7'-8 3/4"
4'-4 5/8"3 1/2"2'-10 1/2"25'-11"5'-1"15'-9"5'-1"8'-8 1/2"3'-5 1/2"3'-5 1/2"3'-5"CLOSET
3'-0"8'-4"PICTURE
WINDOW, 36X24
6'-3 1/4"2'-3 1/2"attic space
insulated
4'-5"PICTURE
WINDOW,
36X30 ±10'-4 1/4"3'-0 1/2"4 1/2"3'-0 1/2"3'-0 1/2"6T @ 11" EA = 5'-6"6'-3 1/2"6'-5 1/2"
GARAGE - SECOND FLOOR PLAN
Scale: 1/4" = 1'-0"3
1'-0"
6'-1 1/4"
1'-0"1'-0"1'-6"25'-11"1'-6"1'-0"23'-3"6'-11"
1'-0"
5'-3 3/4"
5 1/2"1'-0"
12'-7 1/2"5'-3 3/4"
5 1/2"1'-0"1'-6"1'-0"1'-0"RIDGE
RIDGE
RIDGEV
A
L
L
E
YVALLEYGENERAL NOTE: PROVIDE
3'0" ICE & WATER SHIELD
AT ALL EAVES & VALLEYS
CONT. METAL DRIP
EDGE AT
OVERHANGS,
TYPICAL
ASPHALT SHINGLES,
TYPICAL
ASPHALT SHINGLES,
TYPICAL
ASPHALT SHINGLES,
TYPICAL
METAL STEP
FLASHING AT
JOINT OF LOW
ROOF AND WALL
RIDGE VENT
SHED ROOF
DORMER AT
BATHROOM
23'-3"1'-0"
6'-11"1'-0"1'-6"25'-11"5'-1"1'-4"15'-9"5'-1"1'-4"VALLEY
4 1/2"4 1/2"
GARAGE - ROOF PLAN
Scale: 1/4" = 1'-0"4
UP
hose
bibb
S.4
SMOKEC.O.
S.4S.4
P.1
garage door openergarage door opener
keyless keyless
keyless keyless
keyless keylessS.4DOORBELL
S.4GARAGE - FIRST FLOOR CEILING PLAN
Scale: 1/4" = 1'-0"1
Rev Date Description
Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.Renovations to
29 ALDRICH STREET
Northampton,
Massachusetts
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 09/18/2017 EXISTING CONDITIONS
Sheet Title
Scale:
03/20/2018
JPB
JPB
17-016
AS NOTEDJODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comPERMIT DRAWINGS - GARAGE 03/20/2018
2 12/4/2017 PROGRESS DRAWINGS
3 01/18/2018 PROGRESS DRAWINGS
4 3/19/2018 REV. AT GARAGE
5 3/20/2018 PERMIT - GARAGE
GARAGE REFLECTED
CEILING PLANS
A-112STOVEDWDN
SMOKEC.O.SMOKE
C.O.
R.1
R.1
R.1
R.1
R.1
R.1
R.1
R.1
R.1GFI48"S.2
exh. fan
light
48"GFI48"GFI
48"
CATV
TEL
DOORBELL
R.1
SMOKEC.O.
SWITCHED OUTLET
P.1
P.1
R.1 R.1
R.1 R.1
stoveref.DWdisposal
GFI
48"
GARAGE - SECOND FLOOR CEILING PLAN
Scale: 1/4" = 1'-0"2
Rev Date Description
Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.Renovations to
29 ALDRICH STREET
Northampton,
Massachusetts
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 09/18/2017 EXISTING CONDITIONS
Sheet Title
Scale:
03/20/2018
JPB
JPB
17-016
AS NOTEDJODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comPERMIT DRAWINGS - GARAGE 03/20/2018
2 12/4/2017 PROGRESS DRAWINGS
3 01/18/2018 PROGRESS DRAWINGS
4 3/19/2018 REV. AT GARAGE
5 3/20/2018 PERMIT - GARAGE
GARAGE ELEVATIONS
A-202
30x36
36x24
tempered
36x24
tempered
32X62 32X62 32X62
9'-0"8"8'-4"9'-0"1'-0 3/4"7'-11 1/4"2nd floor
entry
grade/garage
9'X7' GARAGE DOOR 9'X7' GARAGE DOOR 9'-0"8"7'-11 1/4"1'-0 3/4"2nd floor
entry
grade/garage
grade/garage
REAR (EAST) ELEVATION AT GARAGE
Scale: 1/4" = 1'-0"1
SOUTH ELEVATION AT GARAGE
Scale: 1/4" = 1'-0"3
FRONT (WEST) ELEVATION AT GARAGE
Scale: 1/4" = 1'-0"4
7.5
12
5" REVEAL CLAPBOARD SIDING, TYPICAL INSLATED FIBERGLASS
DOOR. TEMPERED
INSULATED VIEWING
GLASS AT TOP PANEL.
3'0"X6'8" DOOR
18X25 AWNING
36X60
36X48
ASPHALT SHINGLES, TYP.
METAL STEP
FLASHING AT
JOINT OF LOW
ROOF AND WALL
NORTH ELEVATION AT GARAGE
Scale: 1/4" = 1'-0"2
INSULATED
FIBERGLASS DOOR.
TEMPERED INSULATED
VIEWING GLASS AT
TOP PANEL. 3'0"X6'8" DOOR
5/4X6 CORNER
BOARD, TYP.
5/4X8 WATER TABLE
INSTALL METAL CAP
FLASHING ABOVE
WATER TABLE, TYP.
METAL STEP
FLASHING AT
JOINT OF LOW
ROOF AND WALL
tempered tempered
7.5
12
7.5
12
tempered
tempered
36x40
Rev Date Description
Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright.Renovations to
29 ALDRICH STREET
Northampton,
Massachusetts
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
1 09/18/2017 EXISTING CONDITIONS
Sheet Title
Scale:
03/20/2018
JPB
JPB
17-016
AS NOTEDJODY BARKER, A.I.A. | Architecture + Design, LLC32 Willow StreetFlorence, Massachusetts 01062cell: 617.216.5988e: jodybarker.aia@gmail.comPERMIT DRAWINGS - GARAGE 03/20/2018
2 12/4/2017 PROGRESS DRAWINGS
3 01/18/2018 PROGRESS DRAWINGS
4 3/19/2018 REV. AT GARAGE
5 3/20/2018 PERMIT - GARAGE
GARAGE SECTIONS
A-302
tempered
HARDWOOD
TREADS &
PAINTED RISERS
7.5
12
7.5
12
7.5
12
7.5
12
2nd floor
top of wall
entry lobby
grade/garage
bottom of footing
top of wall, main structure
1'-0 3/4"7'-3 1/4"5'-9 1/8"2nd floor
top of wall
grade/garage
bottom of footing
top of wall
5'-9 1/8"1'-0 3/4"±7'-2 1/4"±9'-8" HIGH PT.±5'-8" KNEE7'-10" GARAGE CLG.2nd floor
top of wall
grade/garage
bottom of footing
top of wall
2nd floor
top of wall
grade/garage
top of wall
bottom of footing±9'-7 1/2"7'-6"±9'-7 1/4"±6'-5 1/4"GARAGE SECTION A-A
Scale: 1/4" = 1'-0"1 GARAGE SECTION B-B
Scale: 1/4" = 1'-0"2
GARAGE SECTION C-C
Scale: 1/4" = 1'-0"3 GARAGE SECTION D-D
Scale: 1/4" = 1'-0"4
GRADE
REINFORCED
CONC.
FOUNDATION WALL
& FOOTING
EXTERIOR WALL:
CLAPBOARD SIDING
1/2" ZIP SHEATHING
2X6@16" O.C.
INSULATION, R-21 MIN.
VAPOR BARRIER
1/2" GWB AT INTERIOR
METAL STEP
FLASHING
RIDGE VENT
5/4X6 TRIM OVER
COR-VENT SOFFIT
VENT AT EAVES
INSULATED ATTIC, MIN.
R-49
TRUSS FRAMED ROOF
OR STICK FRAMED AT
STAIR HALL - T.B.D.
CONT. METAL DRIP EDGE
REINFORCED 4"
CONC. SLAB
LAYDOWN LVT TILE FLOORING AT STAIR HALL, INTERIOR
GENERAL NOTE:
INSULATE PERIMETER
BELOW SLAB, 2'0"
DIMENSION, MIN. R-10
VAPOR BARRIER
BELOW SLAB
12" GRAVEL
INSULATE FLOOR ABOVE
GARAGE, MIN. R-30
EXTERIOR WALL:
CLAPBOARD SIDING
1/2" ZIP SHEATHING
2X6@16" O.C.
INSULATION, R-21 MIN.
VAPOR BARRIER
1/2" GWB AT INTERIOR
REINFORCED
CONC.
FOUNDATION WALL
& FOOTING
PITCH CONC. SLAB TO DRAIN TOWARDS
GARAGE DOORS - 1/8"
PER 12"
RIDGE VENT
GARAGE DOOR, 9'0"X7'0"
HARDWOOD
FLOORING
1X6 WOOD
BASE
MIN. 4'-0" BELOW GRADE
MIN. 4'-0" BELOW GRADE
INSULATED ATTIC, MIN.
R-49
TRUSS FRAMED ROOF /
ATTIC SPACE
CONT. METAL DRIP EDGE
5/4X6 TRIM OVER
COR-VENT SOFFIT
VENT AT EAVES
6'-8"7'-6"6'-8"6'-8"INSULATE FLOOR ABOVE
GARAGE, MIN. R-30
EXTERIOR WALL:
CLAPBOARD SIDING
1/2" ZIP SHEATHING
2X6@16" O.C.
INSULATION, R-21 MIN.
VAPOR BARRIER
1/2" GWB AT INTERIOR
REINFORCED
CONC. FOUNDATION WALL
& FOOTING
PITCH CONC. SLAB TO
DRAIN TOWARDS
GARAGE DOORS - 1/8"
PER 12"
RIDGE VENT
GARAGE DOOR, 9'0"X7'0"
HARDWOOD
FLOORING
INSULATED ATTIC, MIN.
R-49
TRUSS FRAMED ROOF /
ATTIC SPACE
CONT. METAL DRIP EDGE
5/4X6 TRIM OVER
COR-VENT SOFFIT
VENT AT EAVES
6'-0" doorSHINGLE SIDING AT GABLE
FIBERGLASS
SHOWER & TUB
SHEET GOOD
FLOORING & 4"
WOOD BASE AT BATH
INSULATE FLOOR ABOVE
GARAGE, MIN. R-30
EXTERIOR WALL:
CLAPBOARD SIDING
1/2" ZIP SHEATHING
2X6@16" O.C.
INSULATION, R-21 MIN.
VAPOR BARRIER
1/2" GWB AT INTERIOR
REINFORCED
CONC.
FOUNDATION WALL
& FOOTING
PITCH CONC. SLAB TO
DRAIN TOWARDS
GARAGE DOORS - 1/8"
PER 12"
RIDGE VENT
HARDWOOD
FLOORING
1X6 WOOD
BASE
INSULATED ATTIC, MIN.
R-49
TRUSS FRAMED ROOF /
ATTIC SPACE
CONT. METAL DRIP EDGE
±6'-3 1/2"cased opening
SURFACE MTD. LED
LIGHT AT STAIR HALL,
TYP
7'-6" CEILING HT., MIN7'-6"PAINTED WOOD
HANDRAIL
6'-8" A.F.F.WINDOW HEAD14R @ 7.14" EA. = 8'-4"5/8" GWB AT
GARAGE CEILING, TYP
PTD. WOOD CAP ON
LOW WALL, MIN. 36"
ABOVE ADJ. STAIR
7'-7 1/4" T.O.W.6'-1 5/8" T.O.W.PTD WD. SHELF @ 66"
PTD WD. CLOTHES
ROD @ 60"6'-8"STOVEDWDN
KEY PLAN
B
B
A
A
C
C
D
D