BOA_44 Butler Street - Revised Plans and Elevations (06.09.21)ZONING -DIMENSIONAL REQUIREMENTS:
PER SALEM MA. ZONING ORDINANCE SECTION 4.0 DIMENSIONAL REQUIREMENTS TABLE
44 BUTLER -DISTRICT R2 FOR 1 AND 2 FAMILY DWELLINGS
CATEGORY
MIN LOT AREA (SQUARE FEET)
MIN LOT AREA PER DWELLING UNIT (SQUARE FEET)
MIN LOT FRONTAGE (FEET)
MIN LOT WIDTH (FEET)
MAX LOT COVERAGE BY BUILDINGS (PERCENT)
MIN DEPTH OF FRONT YARD (FEET)
MIN WIDTH OF SIDE YARD (FEET)
MIN DEPTH OF REAR YARD (FEET)
MAX HEIGHT OF BUILDING (FEET)
MAX HEIGHT OF BUILDING (STORIES)
REQUIREMENTS
15,000 SF
7,500 SF
100'-0"
100'-0"
35%
15'-0"
10'-0"
30'-0"
35'-0"
2.5 STORIES
EXISTING
6,562 SF
6,562 SF
44'-9"
44'-9"
22%
3'-1 1/2" TO 4'-9 1/2"
8'-2"
91'-3"
28'-0"
2 STORIES
PROPOSED
6,562 SF
3,281 SF
44'-9"
44'-9"
22%
3'-1 1/2" TO 4'-9 1/2"
5'-0" (DECK)
91'-3"
28'-0"
2 STORIES
2021-06-09 PERMIT
ZBA AND PERMIT
LOCUS MAP :
PROJECT NAME
REVISION
CONSULTANTS
SHEET NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
1
2
3
4
5
6
A B C D E F
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
T001
PROJECT COVER
SHEET LIST
SHEET
NUMBER SHEET NAME PERMITT001 PROJECT COVER X
D101 DEMOLITION - BASEMENT AND FIRST FLOOR PLAN X
D102 DEMOLITION - SECOND AND ROOF PLANS X
D401 DEMOLITION - EXTERIOR ELEVATIONS X
D402 DEMOLITION - EXTERIOR ELEVATIONS X
A101 PROPOSED - CRAWL SPACE AND FIRST FLOOR PLAN X
A102 PROPOSED - SECOND FLOOR AND ROOF PLAN X
A301 DOORS AND WINDOWS X
A401 PROPOSED - EXTERIOR ELEVATIONS X
N
UP
UP
UP
WH
D402
30
D402 40 D40120
D401
10
GENERAL NOTES -DEMOLITION
A. IT SHOULD BE UNDERSTOOD THAT THE FULL SCOPE OF
DEMOLITION SHALL BE AS REQUIRED TO PROPERLY PREPARE
THE BUILDING AND SITE FOR THE PROPER EXECUTION OF THE
WORK INDICATED WITHIN THE PROPOSED DOCUMENTS FOR
NEW CONSTRUCTION.
B. ALL DIMENSIONALLY SENSITIVE WORK SHALL BE COORDINATED
WITH PROPOSED DOCUMENTS FOR NEW CONSTRUCTION AND
ARE TO BE CONSIDERED APPROXIMATE. VERIFY ALL SIZES
REQUIRED PRIOR TO DEMOLITION.
C. NO STRUCTURAL ELEMENT SHALL BE CUT OR ALTERED IN ANY
MANNER PRIOR TO THE INSTALLATION OF PROPER SHORING
AND BRACING.
D. ALL DEMOLITION WORK AFFECTING PLUMBING, MECHANICAL
OR ELECTRICAL SERVICES SHALL BE COORDINATED WITH
RESPECTIVE TRADES.
E. ALL WORK AND PROPERTY TO BE PROTECTED FROM
EXPOSURE TO WEATHER DURING DEMOLITION AS
APPROPRIATE.
F. ALL WINDOWS AND DOORS SHOWN DASHED TO BE REMOVED.
G. FOR AREAS OF EXISTING FLOOR REMOVAL AT NEW STAIR
REPAIR / REPLACE JOISTS TO PROPERLY FRAME OUT STAIR
OPENING.
EXISTING WALL TO REMAIN
EXISTING TO BE DEMOLISHED
LEGEND:
AREA TO BE REMOVED
D402
30
D402 40 D40120
D401
10
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
D101
DEMOLITION -
BASEMENT AND FIRST
FLOOR PLAN
Scale:1/4" = 1'-0"20 DEMOLITION PLAN -LEVEL 1
Scale:1/4" = 1'-0"10 DEMOLITION PLAN -CRAWL SPACE
D402
30
D402 40 D40120
D401
10
D402
30
D402 40 D40120
D401
10
GENERAL NOTES -DEMOLITION
A. IT SHOULD BE UNDERSTOOD THAT THE FULL SCOPE OF
DEMOLITION SHALL BE AS REQUIRED TO PROPERLY PREPARE
THE BUILDING AND SITE FOR THE PROPER EXECUTION OF THE
WORK INDICATED WITHIN THE PROPOSED DOCUMENTS FOR
NEW CONSTRUCTION.
B. ALL DIMENSIONALLY SENSITIVE WORK SHALL BE COORDINATED
WITH PROPOSED DOCUMENTS FOR NEW CONSTRUCTION AND
ARE TO BE CONSIDERED APPROXIMATE. VERIFY ALL SIZES
REQUIRED PRIOR TO DEMOLITION.
C. NO STRUCTURAL ELEMENT SHALL BE CUT OR ALTERED IN ANY
MANNER PRIOR TO THE INSTALLATION OF PROPER SHORING
AND BRACING.
D. ALL DEMOLITION WORK AFFECTING PLUMBING, MECHANICAL
OR ELECTRICAL SERVICES SHALL BE COORDINATED WITH
RESPECTIVE TRADES.
E. ALL WORK AND PROPERTY TO BE PROTECTED FROM
EXPOSURE TO WEATHER DURING DEMOLITION AS
APPROPRIATE.
F. ALL WINDOWS AND DOORS SHOWN DASHED TO BE REMOVED.
G. FOR AREAS OF EXISTING FLOOR REMOVAL AT NEW STAIR
REPAIR / REPLACE JOISTS TO PROPERLY FRAME OUT STAIR
OPENING.
EXISTING WALL TO REMAIN
EXISTING TO BE DEMOLISHED
LEGEND:
AREA TO BE REMOVED
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
D102
DEMOLITION - SECOND
AND ROOF PLANS
Scale:1/4" = 1'-0"10 DEMOLITION PLAN -LEVEL 2
Scale:1/4" = 1'-0"20 DEMOLITION -ROOF PLAN
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
GENERAL NOTES -DEMOLITION
A. IT SHOULD BE UNDERSTOOD THAT THE FULL SCOPE OF
DEMOLITION SHALL BE AS REQUIRED TO PROPERLY PREPARE
THE BUILDING AND SITE FOR THE PROPER EXECUTION OF THE
WORK INDICATED WITHIN THE PROPOSED DOCUMENTS FOR
NEW CONSTRUCTION.
B. ALL DIMENSIONALLY SENSITIVE WORK SHALL BE COORDINATED
WITH PROPOSED DOCUMENTS FOR NEW CONSTRUCTION AND
ARE TO BE CONSIDERED APPROXIMATE. VERIFY ALL SIZES
REQUIRED PRIOR TO DEMOLITION.
C. NO STRUCTURAL ELEMENT SHALL BE CUT OR ALTERED IN ANY
MANNER PRIOR TO THE INSTALLATION OF PROPER SHORING
AND BRACING.
D. ALL DEMOLITION WORK AFFECTING PLUMBING, MECHANICAL
OR ELECTRICAL SERVICES SHALL BE COORDINATED WITH
RESPECTIVE TRADES.
E. ALL WORK AND PROPERTY TO BE PROTECTED FROM
EXPOSURE TO WEATHER DURING DEMOLITION AS
APPROPRIATE.
F. ALL WINDOWS AND DOORS SHOWN DASHED TO BE REMOVED.
G. FOR AREAS OF EXISTING FLOOR REMOVAL AT NEW STAIR
REPAIR / REPLACE JOISTS TO PROPERLY FRAME OUT STAIR
OPENING.
EXISTING WALL TO REMAIN
EXISTING TO BE DEMOLISHED
LEGEND:
AREA TO BE REMOVED
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
D401
DEMOLITION -
EXTERIOR ELEVATIONS
Scale:1/4" = 1'-0"10 DEMOLITION -ELEVATION SOUTH
Scale:1/4" = 1'-0"20 DEMOLITION -ELEVATION WEST
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
GENERAL NOTES -DEMOLITION
A. IT SHOULD BE UNDERSTOOD THAT THE FULL SCOPE OF
DEMOLITION SHALL BE AS REQUIRED TO PROPERLY PREPARE
THE BUILDING AND SITE FOR THE PROPER EXECUTION OF THE
WORK INDICATED WITHIN THE PROPOSED DOCUMENTS FOR
NEW CONSTRUCTION.
B. ALL DIMENSIONALLY SENSITIVE WORK SHALL BE COORDINATED
WITH PROPOSED DOCUMENTS FOR NEW CONSTRUCTION AND
ARE TO BE CONSIDERED APPROXIMATE. VERIFY ALL SIZES
REQUIRED PRIOR TO DEMOLITION.
C. NO STRUCTURAL ELEMENT SHALL BE CUT OR ALTERED IN ANY
MANNER PRIOR TO THE INSTALLATION OF PROPER SHORING
AND BRACING.
D. ALL DEMOLITION WORK AFFECTING PLUMBING, MECHANICAL
OR ELECTRICAL SERVICES SHALL BE COORDINATED WITH
RESPECTIVE TRADES.
E. ALL WORK AND PROPERTY TO BE PROTECTED FROM
EXPOSURE TO WEATHER DURING DEMOLITION AS
APPROPRIATE.
F. ALL WINDOWS AND DOORS SHOWN DASHED TO BE REMOVED.
G. FOR AREAS OF EXISTING FLOOR REMOVAL AT NEW STAIR
REPAIR / REPLACE JOISTS TO PROPERLY FRAME OUT STAIR
OPENING.
EXISTING WALL TO REMAIN
EXISTING TO BE DEMOLISHED
LEGEND:
AREA TO BE REMOVED
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
D402
DEMOLITION -
EXTERIOR ELEVATIONS
Scale:1/4" = 1'-0"30 DEMOLITION -ELEVATION NORTH
Scale:1/4" = 1'-0"40 DEMOLITION -ELEVATION EAST
UP
DN
CLOSETCLOSET
CLOSET
CLOSETREF.DWWUP DDN
LINCLOSETCLOSETCLOSETLIN
UP10' - 0"10' - 9 1/2"10' - 10 1/2"41' - 9"27' - 5 1/2"
12' - 2"10' - 0"3' - 4"
A40120
A401
10
UNIT 2
16' - 0 1/2"
7' - 8"
5' - 0"
3' - 6"3' - 10 7/8"A401 40
6' - 6"3' - 9 1/2"16' - 5 5/8"A401
30
5' - 0"
6' - 1 1/2"
10' - 7 1/8"
7' - 10 3/4"7' - 7 3/8"
2' - 0"5' - 0"5' - 0"
B
B
H
D
B
J
E
A
C
C
A
A 3' - 2"1,087 SF
UNIT 01
100
5' - 0"
4 1/2"
2' - 3 1/2"
4 1/2"
2' - 10"
4' - 6"3' - 2"
12' - 2"3' - 0"9' - 7"6' - 0"4' - 0"K
2' - 0"
GENERAL NOTES -PROPOSED
EXISTING WALL TO REMAIN
PROPOSED WALLS
LEGEND:
A. COORDINATE ALL STRUCTURAL WORK.
B. DIMENSIONS ARE TO FINISH FACE OF GYPSUM WALL BOARD.
C. COORDINATE ALL PLUMBING, MECHANICAL, AND ELECTRICAL
WORK. FOR SPECIFIC SCOPE OF WORK, REFER TO RESPECTIVE
TRADES.
D. TYPICAL WALLS ARE 2X4 CONSTRUCTION. PLUMBING WALLS TO
BE 2X6 CONSTRUCTION.
E. HANDRAIL HEIGHTS AT LOCATIONS LESS THAN 30" ABOVE THE
SURFACE BELOW TO RECIEVE 36" HANDRAILS. HEIGHTS THAT
EXCEED 30" ABOCE THE SURFACE BELOW TO RECIEVE 42"
GUARDRAILS. (TYP. ALL DECKS).
F. PROVIDE SOUND INSUALTION BETWEEN FLOORS.
G. MAINTAIN A CONTINUOUS FIRE RATING OF 1HR BETWEEN
FLOORS.
H. REPLACE ALL TEMPORARY SHORING IN CRAWL SPACE WITH
LALY COLUMNS ON FOOTINGS.
I. ALL DECK POSTS TO RECEIVE SONO TUBES, TYP. 48" BELOW
GRADE.
J. INSTALL ICE AND WATER SHIEL PER MANUF. REQUIREMENTS.
UNDER ARCHITECTURAL SHINGLES.
ICE AND WATER SHIELD TYP. 36" VALLEY FLASHING
AND 36" FROM EXTERIOR FACE OF WALL.
A40120
A401
10
A401 40
A401
30 EQEQEQEQEQEQLINES OF LOAD BEARING
WALLS ABOVE
EXISTING FIELD STONE
FOUNDATION TO REMAIN
(TYP.)
NEW LALY COLUMNS.
REFER. TO MANUF.
REQUIREMENTS FOR
SPACING, SIZE, AND
FOOTINGS.
CRAWL SPACE
STORAGE
002
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
A101
PROPOSED - CRAWL
SPACE AND FIRST
FLOOR PLAN
Scale:1/4" = 1'-0"20 PROPOSED PLAN -LEVEL 1
Scale:1/4" = 1'-0"10 PROPOSED PLAN -CRAWL SPACE
DN
REF.DW CLOSETCLOSETW
DN
D
CLOSETCLOSET
LIN
SHELFCLOSET
CLOSET
5' - 0"4' - 4 5/8"
28' - 0"4' - 10 1/8"10' - 6 1/2"7' - 10 3/4"7' - 7 3/8"
A40120
A401
10
A401 40
10' - 0"9' - 0"11' - 4 1/2"11' - 4"15' - 3 1/2"18' - 1 3/4"
11' - 3 1/2"
A401
303' - 6"3' - 0"
3' - 6"
4 1/2"
5' - 0"
6 1/2"
3' - 0"9' - 0 1/2"4 1/2"9' - 0"A
BB
H
B
D
H
D
F
W01W01
W01
W01
W01
W01
W01
12' - 2"3' - 0"4' - 1 1/8"
9' - 6"
5' - 8"5' - 8 1/2"7' - 8 1/2"EQEQ4' - 6"7' - 3 1/2"3' - 6"11' - 6"14' - 0"7' - 3"7' - 3"5' - 0"E
C
A40120
A401
10
A401 40
A401
3044' - 9"30' - 5 1/2"
GENERAL NOTES -PROPOSED
EXISTING WALL TO REMAIN
PROPOSED WALLS
LEGEND:
A. COORDINATE ALL STRUCTURAL WORK.
B. DIMENSIONS ARE TO FINISH FACE OF GYPSUM WALL BOARD.
C. COORDINATE ALL PLUMBING, MECHANICAL, AND ELECTRICAL
WORK. FOR SPECIFIC SCOPE OF WORK, REFER TO RESPECTIVE
TRADES.
D. TYPICAL WALLS ARE 2X4 CONSTRUCTION. PLUMBING WALLS TO
BE 2X6 CONSTRUCTION.
E. HANDRAIL HEIGHTS AT LOCATIONS LESS THAN 30" ABOVE THE
SURFACE BELOW TO RECIEVE 36" HANDRAILS. HEIGHTS THAT
EXCEED 30" ABOCE THE SURFACE BELOW TO RECIEVE 42"
GUARDRAILS. (TYP. ALL DECKS).
F. PROVIDE SOUND INSUALTION BETWEEN FLOORS.
G. MAINTAIN A CONTINUOUS FIRE RATING OF 1HR BETWEEN
FLOORS.
H. REPLACE ALL TEMPORARY SHORING IN CRAWL SPACE WITH
LALY COLUMNS ON FOOTINGS.
I. ALL DECK POSTS TO RECEIVE SONO TUBES, TYP. 48" BELOW
GRADE.
J. INSTALL ICE AND WATER SHIEL PER MANUF. REQUIREMENTS.
UNDER ARCHITECTURAL SHINGLES.
ICE AND WATER SHIELD TYP. 36" VALLEY FLASHING
AND 36" FROM EXTERIOR FACE OF WALL.
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
A102
PROPOSED - SECOND
FLOOR AND ROOF PLAN
Scale:1/4" = 1'-0"10 PROPOSED PLAN -LEVEL 2
Scale:1/4" = 1'-0"20 PROPOSED PLAN -ROOF
GENERAL NOTES -DOORS
A. PROVIDE TEMPERED GLASS AT GLAZING PANELS BELOW 18"
AFF. FULL GLASS DOORS WITH SILLS BELOW 18" WILL REQUIRE
THE FLOOR PANELS TO BE TEMPERED GLASS. ANY GLAZING
LOCATED BY STAIRS TO BE TEMPERED.
B. PROVIDE INSULATED GLASS AT EXTERIOR DOORS WITH GLAZED
PANELS.
C. GLAZED DOORS TO HAVE TRUE INTEGRAL MUNTINS, TYPICAL.
D. PROVIDE INSULATED DOOR PANELS AND FRAMES AT EXTERIOR
DOOR LOCATIONS.
E. PROVIDE FLOOR DOOR STOPS WHEN DOOR HANDLE CONTACTS
ANOTHER SURFACE. PROVIDE WALL DOOR STOPS WHERE
FLOOR DOOR STOPS ARE NOT FEASIBLE.
F. PROVIDE SOLID WEATHER STRIPPING SEALS AT UNIT ENTRIES.
PROVIDE THRESHOLD AT INTERSECTIONS OF CARPET / VCT TO
GUARANTEE A TRUE SEAL.
ABBREVIATIONS:
DOORS:
SCW SOLID CORE DOOR
AL-GL ALUMINUM STOREFRONT DOOR
HCW HOLLOW CORE DOOR
HSD / F HOLLOW STEEL DOOR / FLUSH
HSD / P HOLLOW STEEL DOOR / PANEL
ISD / F INSULATED STEEL DOOR / FLUSH
ISD / P INSULATED STEEL DOOR / PANEL
ISD / G INSULATED STEEL DOOR / GLAZED
IFG INSULATED FIBERGLASS
GLAZING:
SG SAFETY GLASS
ISG INSULATED SAFETY GLASS
FRG FIRE RESISTANT CLEAR GLAZING
CG CLEAR GLAZING
-NOT APPLICABLE
FRAMES:
AL-KD ALUMINUM KNOCK DOWN FRAME
AL-S ALUMINUM STOREFRONT
HM-KD KNOCK DOWN METAL FRAME
HM-WD WELDED STEEL FRAME
WD WOOD
DOOR SCHEDULE REMARKS:
1. RAISE THRESHOLD AT ROOF
2. VERIFY CLOSET HEIGHT AND WIDTH FOR BI-FOLD CLOSET DOOR
3. PROVIDE 3/4" UNDERCUT AT DOOR
4. COORDINATE DOOR HARDWARE WITH ACCESS CONTROL
SYSTEM.
GENERAL NOTES -EXTERIOR WINDOWS
A. DIMENSIONS NOTED ARE ROUGH OPENING SIZES. GC TO
VERIFY ACTUAL WINDOW SIZE.
B. PROVIDE SCREENS ON OPERABLE WINDOWS.
C. PROVIDE TEMPERED/SAFETY GLAZING AT LOCATIONS BELOW
18" AFF AS REQUIRED BY CODE.
D. INSTALL EXTERIOR WINDOW UNITS PLUMB, LEVEL, AND TRUE
TO LINE. PROVIDE SUPPORT AND ANCHOR IN PLACE PER
MANUFACTURERS RECOMMENDATIONS.
E. INSTALL EXTERIOR WINDOW UNITS IN A FULL BED OF
SEALANT, WITH JOINT FILLER, OR WITH GASKETS TO PROVIDE
WEATHER TIGHT CONSTRUCTION.
F. PROVIDE SPRAY FOAM TO COMPLETELY SEAL VOIDS
BETWEEN EXTERIOR WINDOW UNIT AND ROUGH OPENING.
G. COORDINATE INSTALLATION OF WINDOW UNITS WITH WALL
FLASHING AND OTHER COMPONENTS OF CONSTRUCTION.
H. VERIFY UNIT QUANTITIES.
I. PROVIDE TREATED BLOCKING AT ALL ROUGH OPENINGS.
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/2" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
A301
DOORS AND WINDOWS
DOOR SCHEDULE - UNIT 1
Function DOOR NO. ROOM NAME
DOOR PANEL
DOOR
FRAME
Count REMARKSWIDTH HEIGHT THICK PANEL GLASS
FRAME
MAT'L
Exterior
Exterior A UNIT ENTRY 3' - 0" 6' - 8" 0' - 1 3/4" FG SG WD 3
Interior
Interior B BEDROOM 3' - 0" 6' - 8" 0' - 1 3/8" F - WD 3
Interior C BATHROOM 2' - 6" 6' - 8" 0' - 1 3/8" F - WD 2
Interior D CLOSET
(SINGLE)
3' - 0" 6' - 8" 0' - 1 3/8" F - WD 1
Interior E UNIT CLOSET
(SINGLE)
2' - 6" 6' - 8" 0' - 1 3/8" F - WD 1
Interior F UNIT CLOSET
(SINGLE)
1' - 6" 6' - 8" 0' - 1 3/8" F - WD 1
Interior H UNIT CLOSET
(DOUBLE)
6' - 0" 6' - 8" 0' - 1 3/8" 2F - WD 1
Interior J CLOSET
(DOUBLE)
4' - 0" 6' - 8" 0' - 1 3/8" 2F - WD 2
Interior K UNIT BIFOLD
(DOUBLE)
4' - 8" 6' - 8" 0' - 1 3/4" 2F - WD 1
Grand total: 15 DOOR SCHEDULE - UNIT 2
Function DOOR NO. ROOM NAME
DOOR PANEL
DOOR
FRAME
Count REMARKSWIDTH HEIGHT THICK PANEL GLASS
FRAME
MAT'L
Exterior
Exterior A UNIT ENTRY 3' - 0" 6' - 8" 0' - 1 3/4" FG SG WD 1
Interior
Interior B BEDROOM 3' - 0" 6' - 8" 0' - 1 3/8" F - WD 3
Interior C BATHROOM 2' - 6" 6' - 8" 0' - 1 3/8" F - WD 1
Interior D CLOSET
(SINGLE)
3' - 0" 6' - 8" 0' - 1 3/8" F - WD 2
Interior E UNIT CLOSET
(SINGLE)
2' - 6" 6' - 8" 0' - 1 3/8" F - WD 1
Interior F UNIT CLOSET
(SINGLE)
1' - 6" 6' - 8" 0' - 1 3/8" F - WD 1
Interior H UNIT CLOSET
(DOUBLE)
6' - 0" 6' - 8" 0' - 1 3/8" 2F - WD 2
Grand total: 11
Window Schedule
Type Mark Type Comments Width Height Count Comments
W01 DOUBLE HUNG 3' - 3" 4' - 6" 12
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
W01 W01
W01W01
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
W01 W01 W01
W01
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
W01 W01
W01
AA
LEVEL 1
0' -0"
LEVEL 2
8' -4"
T.O. PLATE
17' -3"
CRAWL SPACE
-6' -6"
W01
A
A
N
1
2
3
4
5
6
A B C D E F
SHEET NAME
PROJECT NAME
PROJECT NO
ISSUED (YEAR MONTH DAY)
SHEET NO
KEY PLAN (NTS)
SCALE
PROFESSIONAL SEAL
REVISION
CONSULTANTS
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND
AS SUCH MAY NOT BE USED FOR OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF
THIS PROJECT BY OTHERS.
10
30
2040
BUTLER STREET
1/4" = 1'-0"
44 BUTLER STREET
44 BUTLER ST.
SALEM, MA 01970
21007
2021-06-09
A401
PROPOSED - EXTERIOR
ELEVATIONS
Scale:1/4" = 1'-0"20 ELEVATION WEST
Scale:1/4" = 1'-0"40 ELEVATION EAST
Scale:1/4" = 1'-0"10 ELEVATION SOUTH
Scale:1/4" = 1'-0"30 ELEVATION NORTH