23A-004 25 Meadow St plans 09_18_18DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0101
A
01
A01
1 Block Plan
Scale: 1" = 40'
A01
2 Perspective
Scale: NTS
A01
3 Perspective
Scale: NTS DESCRIPTIONCoverN
Sheet Index
A-01 Cover
A-02 Existing & Demolition Plans
A-03 New Construction Plans
A-04 Roof Plan
A-05 Exterior Elevations - East and West
A-06 Exterior Elevation - North and South
A-07 Wall Section
A-08 Window and Exterior Door Schedule
S-01 Second Floor Framing
S-02 Roof Framing
Lilly Street
Meadow Street
25 Meadow St
Lot 23A-004
DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0202
A
02
A02
1 First Floor Plan - Demo
Scale: 1/4" = 1'-0"
A02
2 Second Floor Plan - Existing
Scale: 1/4" = 1'-0"DESCRIPTIONExistingN
3"4"3"3"
Demolish
Existing Brick Chimney
Demolish
Existing Brick
Chimney
3'-11"12'-2"
Demolish Wall at Top of Stair
Remove Existing
Kitchen Cabinetry4'-0"2'-6"
Demolish
Existing
Bathroom
Remove
Existing
Wood Stove
Demolish
Existing Chimney2'-6"2'-9"3'-0"2'-6"4'-8" Existing Window2'-7"17'-2"3'-6"
Remove Existing Roof
See Elevations for
Porch Restoration
Demolish Existing Roof
to First Floor Framing
Demolish Existing Roof to
First Floor Framing
EXISTING EXTERIOR WALL
NEW DEMISING WALL
DEMOLITION
WALL TYPE KEY
DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0303
A
03
A03
2 First Floor Plan - New Construction
Scale: 1/4" = 1'-0"A03
1 Second Floor Plan - New Construction
Scale: 1/4" = 1'-0"DESCRIPTIONNew ConstructionN
Living Room
Den
Entry
Kitchen
Mudroom
LaundryPowder
Room6'-6"2'-8"
N
WC
Master
Bath
Master
Bedroom
Office Harry's
Bedroom
Theo's
Bedroom
Bathroom 11'-10"Pantry1'-6"DW
11'-2"2'-0"4'-0"3'-6"
11'-10"3'-0"7'-5"18' 4"
Linens
W01
A
4'-0"7'-0"Counter
W17
W18
W19 W20 W21
W22
W24
Open
ClosetWindow BenchW D
ClosetHis ClosetW02
W03
W04
W05
W06
W07
W08
W09
W10
W11
W12
W01
UPUPDNW13W14
W15
W16
W23
W25 (Above)
W26
W27
1/035'-8"4'-0"6'-0"19'-10"
2'-8"
A
EXISTING EXTERIOR WALL
NEW DEMISING WALL
DEMOLITION
WALL TYPE KEY
New Chase
For Ductwork
Direct Vent Stove
Jotul
GF 370
Dining
Area
DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0404
A
04
A04
1 Roof Plan
Scale: 1/4" = 1'-0"DESCRIPTIONRoofN
New Shingles on
Porch Roof
Structure Repaired or
Replaced As Required
New Shingles
On Existing Roof
New Vent Stack
New Asphalt Shingle Roof
3/12 Pitch
New Asphalt Shingle Roof
3/12 Pitch
New Construction
Existing
DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0505
A
05
A05
1 West Elevation
Scale: 1/4" = 1'-0"
A05
2 East Elevation
Scale: 1/4" = 1'-0"DESCRIPTIONElevations 1Clerestory Above Vanity
2nd Floor 9' - 3"
1st Floor 0' - 0"
12
3
New Screen
New Porch
Roof
Cricket to
New Addition
New Window Seat
12
3
2nd Floor 9' - 3"
1st Floor 0' - 0"
New Window
Opening
Patch and Repair
Over Old Window Opening
New Cricket to
Addition
Patch and Repair Siding
after demolishing chimney
New 8'-0" Columns
New 8'-0" Columns
New Screens at Porch
w/ Cable Railing
DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0606
A
06
A06
1 South Elevation
Scale: 1/4" = 1'-0"
A06
1 North Elevation
Scale: 1/4" = 1'-0"DESCRIPTIONElevations 22nd Floor 9' - 3"
1st Floor 0' - 0"
2nd Floor 9' - 3"
1st Floor 0' - 0"
New 8'-0" Columns
Supporting Existing Roof
New Door and Screens
on Porch
New Windows
To Match Existing Style
Typ.
Existing Bay Windows to Remain
DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0707
A
07DESCRIPTION Wall SectionA07
1 Wall Section Details
Scale: 1" = 1'-0"
No Work
Existing
First Floor
Framing
DRAWN BYNelson GeisRE-ISSUEISSUE09-18-2018CLIENTStarr25 Meadow StreetFlorence, MA 01062 Keiter Builders35 Main StreetFlorence, MA 01062Tel: 413-586-8600 PROJECTStarr Remodel0808
A
08DESCRIPTION Window ScheduleWindow Schedule
Window
Position
Location Type Rough Dimensions Operation Notes
Width Height
First Floor
01 Living Room ---(3) Bay Windows - Existing to Remain Patch and repair
02 Living Room -31"60"Double Hung
03 Den -31"60"Double Hung
04 Den -31"60"Double Hung
05 Powder Room -30"30"Casement
06 Window Seat 30"30"Casement
07 Kitchen 60"56"Awning over Picture
08 Kitchen 30"56"Awning over Casement
09 Kitchen 30"56"Awning over Casement
10 Kitchen 31"60"Double Hung
11 Entry 31"60"Double Hung
12 Living Room 31"60"Double Hung
Second Floor
13 Theo's Bedroom 31"56"Double Hung
14 Theo's Bedroom 31"56"Double Hung
15 Bathroom 28"18"Awning
16 Office 31"56"Double Hung
17 Master Bath 18"60"Awning?
18 Master Bath 30"30"Casement Wet Location, no wood
19 Master Bath 30"30"Casement Wet Location, no wood
20 Master Bedroom 72"60"Awning
21 Master Bedroom 60"30"Fixed
22 Master Bedroom 30"30"Casement
23 Master Bedroom 54"26"-3/4" & 12-1/4"Fixed - Trapezoid
24 Master Bedroom 30"30"Casement
25 Master Bedroom 30"36-1/2" & 28-3/8"Fixed - Trapezoid
26 Harry's Bedroom 31"56"Double Hung
27 Harry's Bedroom 31"56"Double Hung
Door Schedule
Doors
A Mudroom 30"6'-8"New Door
B Entry 30"6'-8"Existing Door
Sum vertical load capacities25 Meadow St
Florence Ma
N/A
N/A
FINAL
DESCRIPTION:
09/06/18
N/A
N/A
DATE:ISSUE:
N/A N/A
FINAL
1st walls
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 1/4" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Keiter/Star
JOB: Starr
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 PLAN2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 20 Spruce-Pine-Fir #2 2 x 10 16' 0" R1 4 v v 16' 0" R2 1 v v 12' 0" J2 1 v v 7' 0" R3 1 v v 7' 0" Total length: 410' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B3 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 28' 0" Total length: 84' 0" G1 2 Spruce-Pine-Fir #2 2 x 10 6' 0" G2 2 v v 16' 0" Total length: 44' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 2 Column by others 8' 1-1/8" Total length: 16' 2-1/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 4' 0" Total length: 4' 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 1 LUS210-2 8 16d 6 16d C15076A.pdfH2 4 LUS28 6 10d 3 10d C15076A.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------1863lbs11825lbsR1R1R1R1R2R3J116" ocJ216" ocB33 plyG12 plyG22 plyH1H222' 6"4'10"7' 5"7' 0"
Sum vertical load capacities25 Meadow St
Florence Ma
N/A
N/A
FINAL
DESCRIPTION:
09/06/18
N/A
N/A
DATE:ISSUE:
N/A N/A
FINAL
2nd walls
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 1/4" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Keiter/Star
JOB: Starr
DESIGNED BY:
Doug Hodgins
SHIPPING INFORMATION:vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 2 Spruce-Pine-Fir #2 2 x 12 30' 0" Total length: 60' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 20 Spruce-Pine-Fir #2 2 x 12 18' 0" Total length: 360' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 50' 0" Total length: 50' 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.R1R1R227' 4"14' 5"