23A-060 PORCH_DEC.20185' - 6"3' - 6"1' - 6"6' - 0"1' - 6"3' - 6"13' - 0"5' - 6"13' - 0"4' - 6"1' - 0"1' - 0"11' - 0"1' - 0"
PROPOSED PLANEXISTING CONDITION
18" EXSITING EXTERIOR STONE WALL
NEW WINDOWS
(SEE ELEVATIONS)
NEW EXTERIOR WALL ENCLOSURE
NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/ SAME 12" OVERHANG)
18" EXSITING EXTERIOR STONE WALL
EXISTING WOOD POSTS AND
RAILING TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXSITING DOOREXSITING DOOR TO REMAIN
1
A106 5' - 6"1' - 6"6' - 0"1' - 6"3' - 6"13' - 0"
18" EXSITING EXTERIOR STONE WALL
NEW WINDOWS
(SEE ELEVATIONS)
NEW EXTERIOR WALL ENCLOSURE
18" EXSITING EXTERIOR STONE WALL
EXISTING WOODRAILING TO BE
REMOVED
EXISTING DECK TO BE REMOVED NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/ SAME 12" OVERHANG)
EXISTING DECK TO BE REMOVED
EXSITING DOOREXSITING DOOR TO REMAIN
PROPOSED PLANEXISTING CONDITION
1
A106
Scale
Date
Drawn by
Checked by
PROJECT NAME:
OWNER:
FOR DESIGN PURPOSE ONLY - REFER TO
STRUCTRAL DRAWINGS FOR CONSTRUCTION.
ALL DIMENSIONS AND LEVELS TO BE
VERIFIED IN FIELD.12/25/2018 5:59:15 PMA101
EXISTING & PROPOSED PLANS
JOHN TREWORGY
59 MAPLE ST. PORCH RENOVATION
DECEMBER 2018
M. I.
J. T.1/4" = 1'
1/4" = 1'-0"1 SECOND FLOOR
1/4" = 1'-0"2 THIRD FLOOR
N
No. Description Date
LEVEL 00
0' -0"
LEVEL 02
14' -0"
LEVEL 01
3' -8"
Level 03
23' -2"
EXISTING CONDITION
EXISTING WOOD RAILING
TO BE REMOVED
EXISTING ROOF
EXISTING WOOD POSTS AND
RAILING TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXISTING CORNICE TO BE
SALVAGED AND REPURPOSED
EXISTING WINDOW
EXISTING EXTERIOR
STONE WALL
Level 04
34' -9"
LEVEL 00
0' -0"
LEVEL 02
14' -0"
LEVEL 01
3' -8"
Level 03
23' -2"5' - 0"3' - 8"10' - 4"2' - 2"2' - 0"12' - 11 3/4"NEW DOUBLE HUNG WINDOW
NEW EXTERIOR WALL ENCLOSURE
EXISTING WINDOW
NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/
SAME 12" OVERHANG)
NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/
SAME 12" OVERHANG)
EXISTING CORNICE TO BE RE-
APPLIED AVOBE WINDOW
NEW ROOF EXTENSION OVER
PORCH FOOT PRINT
EXISTING EXTERIOR
STONE WALL
PROPOSED ELEVATION
NEW DOUBLE HUNG SIDE WINDOW
3' HIGH
Level 04
34' -9"
Scale
Date
Drawn by
Checked by
PROJECT NAME:
OWNER:
FOR DESIGN PURPOSE ONLY - REFER TO
STRUCTRAL DRAWINGS FOR CONSTRUCTION.
ALL DIMENSIONS AND LEVELS TO BE
VERIFIED IN FIELD.12/25/2018 5:59:26 PMA102
EXISTING & PROPOSED ELEVATIONS
JOHN TREWORGY
59 MAPLE ST. PORCH RENOVATION
DECEMBER 2018
M.I.
J.T.1/4" = 1'
1/4" = 1'-0"1 EAST ELEVATION
No. Description Date
LEVEL 00
0' -0"
LEVEL 02
14' -0"
LEVEL 01
3' -8"
Level 03
23' -2"
EXISTING CONDITION
EXISTING WOOD RAILING
TO BE REMOVED
EXISTING ROOF
EXISTING WOOD POSTS AND
RAILING TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXISTING CORNICE TO BE
SALVAGED AND REPURPOSED
EXISTING WINDOW
EXISTING EXTERIOR
STONE WALL
Level 04
34' -9"
LEVEL 00
0' -0"
LEVEL 02
14' -0"
LEVEL 01
3' -8"
Level 03
23' -2"5' - 0"3' - 8"10' - 4"2' - 2"2' - 0"12' - 11 3/4"NEW DOUBLE HUNG SIDE WINDOW
3' HIGH
NEW DOUBLE HUNG WINDOW
NEW EXTERIOR WALL ENCLOSURE
EXISTING WINDOW
NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/
SAME 12" OVERHANG)
NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/
SAME 12" OVERHANG)
EXISTING CORNICE TO BE RE-
APPLIED AVOBE WINDOW
NEW ROOF EXTENSION OVER
PORCH FOOT PRINT
EXISTING EXTERIOR
STONE WALL
PROPOSED ELEVATION
Level 04
34' -9"
Scale
Date
Drawn by
Checked by
PROJECT NAME:
OWNER:
FOR DESIGN PURPOSE ONLY - REFER TO
STRUCTRAL DRAWINGS FOR CONSTRUCTION.
ALL DIMENSIONS AND LEVELS TO BE
VERIFIED IN FIELD.12/25/2018 5:59:27 PMA103
EXISTING & PROPOSED ELEVATIONS
JOHN TREWORGY
59 MAPLE ST. PORCH RENOVATION
DECEMBER 2018
M.I.
J.T.1/4" = 1'
1/4" = 1'-0"1 WEST ELEVATION
No. Description Date
LEVEL 00
0' -0"
LEVEL 02
14' -0"
LEVEL 01
3' -8"
Level 03
23' -2"1' - 0"3' - 8"10' - 4"2' - 2"5' - 0"2' - 0"2' - 2"5' - 9 3/4"4' - 0"NEW DOUBLE HUNG WINDOWS
NEW DOUBLE HUNG WINDOWS
NEW EXTERIOR WALL ENCLOSURE
EXISTING WINDOWS
NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/
SAME 12" OVERHANG)
NEW DECK AT SAME LEVE
(SAME FOOT PRINT W/
SAME 12" OVERHANG)
EXISTING CORNICE TO BE RE-
APPLIED AVOBE WINDOW
NEW ROOF EXTENSION OVER
PORCH FOOT PRINT
EXISTING EXTERIOR
STONE WALL
NEW EXTERIOR WALL ENCLOSUREEXISTING WOOD RAILING TO
BE REMOVED
EXISTING ROOF
EXISTING DOOR TO REMAIN
EXISTING WOOD POSTS AND
RAILING TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXISTING DOOR TO REMAIN
EXISTING CORNICE TO BE
SALVAGED AND REPURPOSED
EXISTING WINDOWS
EXISTING EXTERIOR
STONE WALL
PROPOSED ELEVATIONEXISTING CONDITION
Level 04
34' -9"
NEW FIXED LITE WINDOW
Scale
Date
Drawn by
Checked by
PROJECT NAME:
OWNER:
FOR DESIGN PURPOSE ONLY - REFER TO
STRUCTRAL DRAWINGS FOR CONSTRUCTION.
ALL DIMENSIONS AND LEVELS TO BE
VERIFIED IN FIELD.12/25/2018 5:59:30 PMA104
EXISTING & PROPOSED ELEVATIONS
JOHN TREWORGY
59 MAPLE ST. PORCH RENOVATION
DECEMBER 2018
M.I.
J.T.1/4" = 1'
1/4" = 1'-0"1 SOUTH ELEVATION
No. Description Date
DOUBLE HUNG VINYL WINDOW
PVC TRIM ASSEMBLY
EXTERIOR PVC BEADBOARD
FIXED LITE VINYL WINDOW
ASPHALT SHINGLES
ROOF SHEATHING
FLASHING
FASCIA
CONTINUOUS PVC SOFFIT
ROOF RAFTERS
(SEE STRUCTURAL DRAWINGS
FOR ROOF STRUCTURE)
FLASHING
INSULATED SHEATHING
FLASHING
DECK RIM JOIST
(SEE STRUCTURAL DRAWINGS
FOR FLOOR STRUCTURE)
PVC TRIM ASSEMBLY
EXTERIOR PVC BEADBOARD
FLASHING
DECK RIM JOIST
(SEE STRUCTURAL DRAWINGS
FOR FLOOR STRUCTURE)
FLASHING
INSULATED SHEATHING
NOTE:
HATCHED AREA REPRESENTS
EXISTING PART OF BUILDING TO
REMAIN (NOT IN SCOPE OF WORK)
FINISHED CEILING
FINISHED FLOOR
PLYWOOD SUBFLOOR
WALL BASE
FINISHED CEILING
FINISHED FLOOR
PLYWOOD SUBFLOOR
WALL BASE
SALVAGED CORNICE
SALVAGED CORNICE
CONTINUOUS ICE & WATER SHIELD
CONTINUOUS ICE & WATER SHIELD 5' - 9 3/4"5' - 0"2' - 2"2' - 0"5' - 0"2' - 2"14' - 0"Scale
Date
Drawn by
Checked by
PROJECT NAME:
OWNER:
FOR DESIGN PURPOSE ONLY - REFER TO
STRUCTRAL DRAWINGS FOR CONSTRUCTION.
ALL DIMENSIONS AND LEVELS TO BE
VERIFIED IN FIELD.12/27/2018 11:12:10 PMA105
PROPOSED SECTION
JOHN TREWORGY
59 MAPLE ST. PORCH RENOVATION
DECEMBER 2018
M.I.
J.T.1/4" = 1'
No. Description Date
PROPOSED PERSPECTIVEEXISTING CONDITION
Scale
Date
Drawn by
Checked by
PROJECT NAME:
OWNER:
FOR DESIGN PURPOSE ONLY - REFER TO
STRUCTRAL DRAWINGS FOR CONSTRUCTION.
ALL DIMENSIONS AND LEVELS TO BE
VERIFIED IN FIELD.12/27/2018 11:08:04 PMA106
EXISTING & PROPOSED PERSPECTIVES
JOHN TREWORGY
59 MAPLE ST. PORCH RENOVATION
DECEMBER 2018
M.I.
J.T
1 PERSPECTIVES
No. Description Date
Sum vertical load capacities59 Maple St
Northampton Ma.
N/A
N/A
FINAL
DESCRIPTION:
12/13/18
N/A
N/A
DATE:ISSUE:
N/A N/A
FINAL
1st walls
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 3/4" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Keiter/Treworgy
JOB: Treworgy
DESIGNED BY: Doug Hodgins
SHIPPING INFORMATION: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 1 Spruce-Pine-Fir #2 2 x 8 12' 0" J1 8 v v 5' 0" R2 4 v v 5' 0" Total length: 72' 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: 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 8 LUS26 4 10d 3 10d C15076A.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- Connector Load Table ------- Max. down Max. upID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note-------------------------------------------------------------------------------------------------------------------------------------H1 8 138 100% Ledger 1ply Spruce-Pine-Fir #2 2 x 8 (hs) 2R1R2R2R2R2J116" ocH14' 6"11' 0"
Sum vertical load capacities59 Maple St
Northampton Ma.
N/A
N/A
FINAL
DESCRIPTION:
12/13/18
N/A
N/A
DATE:ISSUE:
N/A N/A
FINAL
2nd walls
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 3/4" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Keiter/Treworgy
JOB: Treworgy
DESIGNED BY: Doug Hodgins
SHIPPING INFORMATION:vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 Spruce-Pine-Fir #2 2 x 8 12' 0" J1 8 v v 5' 0" R2 4 v v 5' 0" Total length: 72' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 8 4' 0" B2 2 v v 7' 0" B3 2 v v 4' 0" B4 2 v v 2' 0" B5 2 v v 2' 0" Total length: 38' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 23RD FLOOR FRAMING LAYOUTThis 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 8 LUS26 4 10d 3 10d C15076A.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- Connector Load Table ------- Max. down Max. upID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note-------------------------------------------------------------------------------------------------------------------------------------H1 8 133 100% Ledger 1ply Spruce-Pine-Fir #2 2 x 8 (hs) 2R1R2R2R2R2J116" ocB12 plyB22 plyB32 plyB42 plyB52 plyH1
Sum vertical load capacities59 Maple St
Northampton Ma.
N/A
N/A
FINAL
DESCRIPTION:
12/13/18
N/A
N/A
DATE:ISSUE:
N/A N/A
FINAL
roof
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 3/4" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Keiter/Treworgy
JOB: Treworgy
DESIGNED BY: Doug Hodgins
SHIPPING INFORMATION: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 PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 2 Spruce-Pine-Fir #2 2 x 12 12' 0" R3 2 v v 8' 0" Total length: 40' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 6 Spruce-Pine-Fir #2 2 x 12 12' 0" Total length: 72' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G5 1 Spruce-Pine-Fir #2 2 x 10 5' 0" Total length: 5' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 8 4' 0" B2 2 v v 4' 0" B3 2 v v 2' 0" B4 2 v v 2' 0" B6 3 v v 7' 0" Total length: 45' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 8' 0" Total length: 8' 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: 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.R2R2R3R3R1R1B12 plyB22 plyB32 plyB42 plyB63 plyG51 plyH1H1