8.16.22 DD PlansPARSONS HOUSE MAJOR RENOVATION
0.0 TITLE PAGE
0.1 EGRESS PLAN
D-0.0 DEMO CRAWL SPACE
D-1.0 DEMO LOWER LEVEL FLOOR
D-1.1 DEMO FIRST FLOOR PLAN
D-1.2 DEMO SECOND FLOOR
D-1.3 DEMO THIRD FLOOR
D-1.4 DEMO FOUTH FLOOR
D-1.5 DEMO LOWER LEVEL RCP
D-1.6 DEMO FIRST FLOOR RCP
D-1.7 DEMO SECOND FLOOR RCP
D-1.8 DEMO THIRD FLOOR RCP
A-0.0 FOUNDATION PLAN & DETAIL
A-1.0 LOWER LEVEL PLAN
A-1.1 FIRST FLOOR PLAN
A-1.2 SECOND FLOOR PLAN
A-1.3 THIRD FLOOR PLAN
A-1.4 FOURTH FLOOR PLAN
A-1.5 ROOF PLAN
A-1.6 LOWER LEVEL REFLECTED CEILING PLAN
A-1.7 FIRST FLOOR REFLECTED CEILING PLAN
A-1.8 SECOND FLOOR REFLECTED CEILING PLAN
A-1.9 THIRD FLOOR REFLECTED CEILING PLAN
A-1.10 FOURTH FLOOR REFLECTED CEILING PLAN
A-2.1 EAST ELEVATION
A-2.2 NORTH ELEVATION
A-2.3 WEST ELEVATION
A-2.4 SOUTH ELEVATION
A-3.0 BUILDING SECTIONS
A-3.1 BUILDING SECTIONS
A-4.0 WALL SECTIONS & CEILING DETLS.
A-4.1 CENTRAL STAIR SECTIONS
A-4.2 WALL SECTIONS - EXISTING BLDG.
A-5.0 ADDITION DETAILS - PLANS
A-5.1 ADDITION DETAILS - SHAFT
A-5.2 ADDITION DETAILS - STAIR SECTIONS
A-5.3 ADDITION DETAILS - VEST AND PORCHES
A-6.0 FINISH SCHEDULE
A-6.1 DOOR SCHEDULE
A-7.0 INTERIOR ELEVATIONS - 00K, 003
A-7.4 INTERIOR ELEVATIONS - 200T1, 200T2, 200T3
A-7.5 INTERIOR ELEVATIONS - 300T1 & 300T2
A-7.6 INTERIOR ELEVATIONS - 300T3
A-7.7 INTERIOR ELEVATIONS- SMOKE PARTITION TITLE PAGE
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONLaura Fitch, AIA, LEED BD+C
Fitch Architecture and Community Design, Inc.
110 Pulpit Hill Road, Amherst, MA 01002
(413) 549-5799
lfitch@facdarchitects.com
Scott Keiter
Keiter Builders, Inc.
35 Main St, Florence, MA 01062
(413) 586-8600
skeiter@keiterbuilders.com
Fire Services Group
1010 Thorndike St, Palmer, MA 01069
(413) 668-9100
M.J. Morgan, Inc.
4 South Main St, Haydenville, MA 01039
(413) 268-7251
rroy@mjmoraninc.com
Collins Electric
Contact
Name
Contact
SMITH COLLEGE, NORTHAMPTON, MA
CODE SUMMARY:
R-2 DORMITORY USE GROUPIIIb CONSTRUCTION TYPE
2015 IEBC - ALTERATION LEVEL 3
EGRESS PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONEGRESS PLAN
FOUNDATION
PLAN & DETAIL
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONPERIMETER DRAIN
TO SUMP PUMP
APPROX LOCATIONS OF
EXISTING MASONRY WALLS
TEMPORARY PIT FOR
WATER ENTRY TO BE MADE
INTO SUMP PUMP
THICKEN NEW SLAB UNDER
NEW BEARING WALL, SEE
STRUCTURAL
PIT
5' BELOW SLAB
TEMPORARY PIT FOR
EXISTING STEAM ENTRY
NEW CMU WALLS TO
SUPPORT BASE OF STAIR11'-3"8'-6"13'-10"6'-2"22'-712"
21'-1178"
SUMP PIT BELOW
17'-0"
PATCH WALLS IN THREE PLACES
AT REMOVED DUCTS
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
FOUNDATION PLAN
Scale: 3/16" = 1'-0"1
FINISH FLOOR
4" SLAB
6" CRUSHED STONE
2" RIGID INSULATION ON
VAPOR BARRIER
FLOFILL OR GLASS
AGRAGATE TBD.
TYP WASTELINE ON STANDS
PRIOR TO FLOFILL?
DRAIN TO STORM DRAIN
NEW 1X6 STUD WALLS SET 1"
OUT FROM MASONRY. FILL
CAVITY WITH CLOSED CELL
FOAM
NEW GYP BD.
1" FOAM OR RIGID BD.
THERMAL BREAK AT SLAB EDGE
REPOINT BRICK
35" +/-NEW FOOTING DETAIL
Scale: 1 1/2" = 1'-0"6
EXTERIOR 12" CMU SHAFT WALL (R-?):
- EXTERIOR SIDING
- RAINSCREEN DETAIL
- 2" ROXUL COMFORT BOARD OR RIDGED FOAM
- 12" CMU
7
EXISTING CORRIDOR WALL
- NEW 5/8" TYPE X GYP. BOARD
- EXISTING FULL 2X4 STUDS (3.75" THICK)
- NEW DENSE PACKED CELLULOSE FOR ACOUSTICS
- NEW 5/8" TYPE X GYP. BOARD
BATHROOM PLUMBING WALL:
- 5/8" GYP. BD. (OR M.R. BOARD)
- 2X6 STUD WALL
- ACOUSTIC INSULATION (BATTT OR DPC)
- 5/8" MOISTURE RESISTANT BOARD
(OR 3/4" MARINE PLY AT SHOWERS)
TYPICAL PARTITION WALL:
- 5/8" GYP. BOARD
- 2X4 STUD WALL
- 5/8" GYP. BOARD
GA FILE .......
STUD WALL AGAINST EXISTING EXTERIOR WALL
- EXISTING EXTERIOR WALL
- REMOVE SIDING
- RETAIN EXISTING SHEATHING
- NEW 2 X 6 STUD WALL
- 5/8" GYP. BOARD
2
5
NOTE: ONLY 1/2 HR RATING REQUIRED AT
CORRIDOR/BEDROOMS12"34"2"1158"12"34"2"758"3 2"34"512"58"NEW EXTERIOR WALL (R-27.25):
- EXTERIOR SIDING
- RAINSCREEN DETAIL
- 2" ROXUL COMFORT BOARD OR RIDGED FOAM
- 1/2" ZIP WALL SHEATHING
- DENSE PACKED CELLULOSE (R-19.25)
- 2X6 STUD WALL
- 5/8" GYP. BOARD
1 EXTERIOR 8" CMU SHAFT WALL (R-?):
- EXTERIOR SIDING
- RAINSCREEN DETAIL
- 2" ROXUL COMFORT BOARD
OR RIDGED FOAM
- 8" CMU 34"INTERIOR CMU WALLS
- 8" CMU
- FURRING
- 5/8" GYP. BOARD - ROOM SIDE ONLY758"34"58"4B INTERIOR CMU WALLS
- 12" CMU
- FURRING
- 5/8" GYP. BOARD - ROOM SIDE ONLY1158"34"12"CMU WALL AGAINST EXISTING EXTERIOR WALL
- EXISTING EXTERIOR WALL
- REMOVE SIDING
- RETAIN EXISTING SHEATHING
- NEW 8" CMU
- FURRING
- 5/8" GYP. BOARD
6
4A
TYPICAL RATED WALL AT NEW STAIRS:
2 HOUR RATED ASSEMBLY
- 2 LAYERS 5/8" TYPE X GYP. BOARD
- 2X6 STUD WALL
- 2 LAYERS 5/8" TYPE X GYP. BOARD
NEW CORRIDOR WALL
- 5/8" TYPE X GYP. BOARD
- 2 X 4 STUDS WITH SHIM TO MATCH
THICKNESS OF EXISTING CORRIDOR WALL
- NEW DENSE PACKED CELLULOSE FOR ACOUSTICS
- NEW 5/8" TYPE X GYP. BOARD
8
9114"312"114"6"114"312"114"6"10 11
BATHROOM PLUMBING WALL: BETWEEN SHOWERS
- 3/4" MARINE GRADE PLYWOOD
- 2X6 STUD WALL
- 3/4" MARINE GRADE PLYWOOD
12
WALL TYPES
Scale: 1" = 1'-0"2
UPACC. TLT.
00T
UPDEEP BEAMS AT CEILING, NO WORK
ASSUMED LOCATION OF BEAM ABOVE
CEILING, JACK UP AS NEEDED FOR REPAIRS.
REPAIR CEILING AS NEEDED.
LINE OF BEAM AT CEILING
FILL IN RECESS IN WALL
MECHANICAL
00M2
B.S. STO 1
00M5
0-E1-E
LOUNGE
002
LOBBY
001
B.S. STO 2
00V2 0-M3-E
MECH.2
00M3
MECH.3
00M4LTHW ENTRY
00MX
0-01-Z
STAIR
000ST1
PORCH
000P1
LINE OF SOFFIT
0-ST2-X
0-V2-X
0-ST2-S
L.S. CLO.
00E2
PWR CLO.
00E1
SPRINKLER
00M6
14 x 14
7.5 x 13.5
RELOCATE WATER ENTRANCE
AND SEWER
0-M6-E
0-HK-B
STAIR
000ST2
0-M1-Y
DW
FRIG.(2) WASHERS(2)
STACKED
DRIERSKITCHENETTE
00K
RECYCLE
004
DATA CLO.
00E3
0-3-B
0-E3-E
9 x 8
M.WAVE PANTRYWALL
OVEN
0-4-T
FOLDING
LAUNDRY
003RECYCLINGTRASH RRR
CUST
00HK
0-K-B2
CTL RM
000M1
VEST
00V1
COR.
00C1
0-V1-X
0-T-T1
PROVIDE TEMPORARY GRATE
IN FLOOR TO PIT FOR VALVES
1'-338"6'-012"2 HR RATING AT WALLS AND RATED
DOORS IN LIFESAFETY CLOSET
7'-612"312"6'-3"312"8'-512"312"7'-812"312"1'-8"1'-0"5'-414"312"14'-214"8'-1112"312"3'-0"
14'-1"312"10'-1114" +/-312"5'-1"312"6'-1"312"6'-7" +/-
ALIGN
ALIGN
ALIGN
ALIGN
H.O.
A-7.0
A
D
C
B
A-7.0
A
D
C
B
A-7.1
A
D
C
B
A-7.1
A
B
C
D
0-02-X2 0-E2-E
COND.
EXISTING DOORS TO
REMAIN
1
A-3.1
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
36'-158" +/- EXISTING77'-4" +/- EXISTING 82'-0" +/- EXISTING21'-4" +/- EXISTING
46'-0" +/- EXISTING
LOWER LEVEL PLAN
Scale: 3/16" = 1'-0"1
1
A-7.0
LOWER LEVEL
PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
FIRST FLOOR
PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTION01-26-M
01-07-J.301-08-J.4
01-20-J01-19-J
ELEC. PANEL
P.TOW.
LIVING ROOM
100L1
UPDNNEW WINDOWS TO BE
OBSCURED AT
BATHROOMS
WINDOWS STAINED AT INTERIOR; PRICED AS FIXED
PICTURE WINDOWS. CONFIRM HEIGHT OF GLAZING
ABOVE LANDING.
NEW WINDOWS TO BE OBSCURED
AT BATHROOMS
TEMPERED GLASS PER CODE
OBSCURED GLASS AT BATH
1-7-D
1-T2-T1
1-ST4-S
1-8-D1-8A-C
1-C5-P
1-7A-C1-7B-C
1-ST-Q
ROOF
1-9B-C1-9A-C1-3A-C
UP
DN
X01-13-I
X02-14-Q3
1-4A-C
1-1A-C
LINE OF STAIR ABOVE
NEW H.K. STO. CLOSET WITH SHORT DOOR
INFILL AND INSULATE DOOR
OPENING, MATCH ALL FINISHES
EXISTING PORCH: CEILING, DECK,
BALLUSTRADE, POSTS — NO WORK,
RECENTLY PAINTED
PATCH AT STAIR REMOVAL
ADD NEW HANDRAIL ALONG WALL
(WOOD, NATURAL FINISH)
PATCH AT DOOR REMOVAL
ADD TRANSLUSCENT FILM TO WINDOW GLASS
PANES
ADD TRANSLUSCENT FILM TO
WINDOW GLASS PANES
REMOVE CARPET AND REFINISH WOOD
FLOORS
ADD NEW HAND RAILS AT SECOND SIDE OF
GRAND STAIR (WOOD, NATURAL FINISH)
BATH
108T
STUDY
100L3
LIVING ROOM
100L2
DOUBLE
109
PORCH
100P2
SINGLE
101
SINGLE
102
SINGLE
103
CORRIDOR
100C2
FOYER
100C1VEST
100C4
CORRIDOR
100C3
BATH
100T1
COR.
100C5
ACC. DOUBLE
104
STAIR
100ST4
PORCH
100P1
STAIR
100ST3
STAIR
100ST1
DOUBLE
105 ACC. SINGLE
106
DOUBLE
107
SINGLE
108
1-ST2-S
PATCH CEILING, FLOOR AND WALLS AT
CHIMNEY REMOVAL
BATH
100T2
1-5-D
1-5A-C
1-5B-C
1-6-D
1-4-D1-4B-C 1-3-D 1-2-D 1-1-D
1-6A-C
1-L3-P
1-P2-X2
1-9-D
1-T1-T2
1-2A-C
1-HK1-B
1-ST4-X
STO.
100ST
NEW HK CLOSET WITH SHELVING
1-C2-P2
PATCH CEILING, FLOOR AND WALLS
AT CHIMNEY REMOVAL
ASK KARL ABOUT ACCESS RAMP (6" DN)
SCRAPE, PRIME AND PAINT
PORCH, STEPS, CEILING AND
RAILING FINISHES.
SAND/PLANE DOWN EXISTING WOOD
THRESHOLD FOR ACCESS (3/4" MAX)
75 SF
5 OCC.
215 SF
14 OCC.
272 SF
15 OCC.
P.TOW.
S.NAP.
S.NAP.
H.K.
100HK1
BATH
106T
CUBBIES
STAIR
100ST2
3'-11" +/-4'-4"312"
1'-0"
312"4'-4"312"312"2'-1"2'-1"312"2'-1"312"4'-4"312"3'-10" +/-312"312"4'-4"2'-1"312"6'-112"512"2'-1"512"6'-1112" +/-512"5'-1"10'-1"VERIFY512"3'-012"6'-238"312"3'-1012"
H.O.
H.O.
H.O.
H.O.
CUBBIES
1-6T-T1
1-8T-T1
X04-01-CC.1
X02-13-Q2
REPLACE EXISTING DOOR AND READER
REVIEW WITH JAKE. CAN DOOR
OPENING BE MOVEDTO THE CORRIDOR
WALL INSTEAD?
1
A-3.1
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
36'-158" +/- EXISTING77'-4" +/- EXISTING 82'-0" +/- EXISTING21'-4" +/- EXISTING
46'-0" +/- EXISTING
FIRST FLOOR PLAN
Scale: 3/16" = 1'-0"1
1
A-7.5
1
A-7.3
5
A-7.3
1
A-7.2
SECOND FLOOR
PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONUP DN02-20-Q 02-21-Q 02-22-Q
02-23-Q
02-30-KK.1 02-31-KK 02-32-KK
ELEC. PANELROOF
SEALEDSEALEDSEALEDSEALEDROOF
UPDN2-T3-T2P.TOW.S.NAP.P.TOW.
S.NAP.
S.NAP.
P.TOW.
X03-11-Q5
X04-01-CC
VEST
200C3
X03-12-Q5
2-ST2-S
2-5-D
2-ST-C
2-10A-C
2-1B-C
2-11A-C
2-3B-C
EXISTING HANDRAIL WITH
EXTENSION, NO WORK
EXISTING OPEN GUARDRAIL, NO
WORK
EXISTING BALLUSTRADE TO
REMAIN
NEW HAND RAILS WITH
EXTENSIONS WHERE THEY FIT.
WOOD, NATURAL FINISH
INFILL AT REMOVED STAIR
PATCH AT DOOR REMOVAL
SINGLE
209
SINGLE
212
CORRIDOR
200C2
SINGLE
208 SINGLE
207 ACC. SINGLE
206
DOUBLE
205
CORRIDOR
200C1
DOUBLE
204
DOUBLE
203
STAIR
200ST4
STAIR
200ST3
DOUBLE
210
DOUBLE
211
DOUBLE
201
PATCH CEILING, FLOOR AND WALLS
AT CHIMNEY REMOVAL
2-12A-C
2-11-D 2-12-D
2-11B-C
2-10-D
2-9-D 2-8-D 2-7-D 2-6-D
2-10B-C
2-9A-C
2-8A-C
2-7A-C 2-6A-C
2-4-D
2-3-D
2-1A-C
2-1-D 2-3A-C
2-4A-C 2-4B-C
2-C4-P
2-ST4-S
2-HK-B
2-T2-T1
2-T1-T1
PATCH FINISHES
2-2-D
2-2A-C
2-5B-C
BATH
200T1
DOUBLE
202
HK
200HK
BATH
200T3
2-C2-P2
STAIR
200ST2
ACC BATH
200T2
CUBBIES
INSULATE WALLS BETWEEN
BATH AND DORM ROOMS,
TYP.
2-5A-C
COR.
200C4
H.O.
H.O.
H.O.
3'-1012"312"3'-1012"312"
1'-0"
312"312"2'-1"4'-5"312"312"2'-1"6'-112"512"8'-018"VERIFY512"5'-1"312"4'-514"512"7'-7"3'-0" +/-312"
2'-1"2'-1"312"312"4'-4"
ALIGN
312"
2'-1"
H.O.
H.O.
2-2B-C
312"2'-1"
CUBBIES
H.O.
1
A-3.1
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
36'-158" +/- EXISTING77'-4" +/- EXISTING 82'-0" +/- EXISTING21'-4" +/- EXISTING
46'-0" +/- EXISTING
SECOND FLOOR PLAN
Scale: 3/16" = 1'-0"1
2
A-7.4
1
A-7.4
THIRD FLOOR
PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONCUBBIES
03-22-U
03-21-U
00-07-ADN
ELEC. PANEL CUBBIESCUBBIESUPDN S.NAP.P.TOW.X03-13-Q
VEST
300C3
X03-12.5-Q6
3-ST2-S
DRESSERDOUBLE
310 DOUBLE
309
CORRIDOR
300C2
SINGLE
306
SINGLE
304
STAIR
300ST3
STAIR
300ST4
EXISTING HANDRAIL, NO WORK
EXISTING GUARD AND CENTRAL
HAND RAIL, NO WORK
NEW HAND RAILS WITH EXTENSIONS
ADD TRANSLUSCENT FILM TO
WINDOW GLASS
SINGLE
303
DRESSER
DRESSER
SINGLE
302
SINGLE
301
DRESSER
DRESSER3-6A-C
3-5A-C
DRESSER
DRESSER
DRESSER DRESSER
DRESSERDRESSER
DRESSERDRESSER DRESSERDOUBLE
311
SINGLE
312DRESSER
3-8-D
3-7A-C
3-7B-C
PATCH CEILING, FLOOR AND WALLS
AT CHIMNEY REMOVAL
CHASE?
INFILL AT REMOVED STAIR
PATCH AT DOOR REMOVAL
CUBBIES
3-HK-B1
RELOCATE SHOWER CUBBIES ON
SIDE WALL OF NEW HK CLOSET
NEW GUARD RAIL AT LOCATION OF
OLD PARTITION
DRESSER3-11-D
3-11B-C
3-12-D 3-T3-T2
3-10-D
3-9-D
3-11A-C 3-12A-C
3-10A-C
3-10B-C
3-ST1-S
3-9A-C
3-9B-C
3-8A-C
3-7-D
3-6-D
3-1A-C
3-5-D
3-4A-C
3-4-D
3-2-D1
3-2A-C1 3-T1-T3
3-ST4-S1
3-3-D1
3-3A-C1
3-T2-T1 ACC BATH
300T2
3-C2-P
STAIR
300ST2
3-C1-P
PATCH AT DEMO'D CHASE
7-1" CLGS. IN BACK WING
P.TOW.
BATH
300T1
P.TOW.BREAK IN CEILING HEIGHT ABOVE
CORRIDOR
300C1
STAIR
300ST1
SINGLE
308
DOUBLE
307
SINGLE
305
3-1-D
BATH
300T3
H.O.
H.O.
H.O.
H.O.
DUCT SPACE LOCATE WALL IN FIELD TO MAX.
HEAD HEIGHT AT SECOND CLOSET
AND MINIMIZE INTERVERING
DOORS AT ENTRANCE
A-7.6
A
B
C
D
1
A-3.1
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
36'-158" +/- EXISTING77'-4" +/- EXISTING 82'-0" +/- EXISTING21'-4" +/- EXISTING
46'-0" +/- EXISTING
THIRD FLOOR PLAN
Scale: 3/16" = 1'-0"1
1
A-7.5
2
A-7.5
1
A-7.6
FOURTH FLOOR
PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONAIR SEAL EXISTING WINDOW
TO REMAIN
4-A1-A
4-A2-A
4-A3-ADNDEMO ROOF OF SOUTH
PORCH
ALL DUCT WORK IN ATTIC
TO BE REMOVED AND
RECONFIGURED BY MEP
CONTRACTOR
CUT NEW ACCESS HOLES IN
ROOF SHEATHING FOR
INSULATION AND
SPRINKLERS
ARE ACCESS HOLES NEEDED
FOR THESE DORMERS?
DEMO NEW FOR REMOVABLE
INTAKE VENT
400A1 400A2
STAIR
400ST1 STAIR
400ST2
ROOMS TO BE CONVERTED TO TRUNK
STORAGE
SEAL ACCESS
DEMO PART OF WALLS
FOR ACCESS
ATTIC STORAGE
400A3
NEW FULL AND HALF
SHEETS OF ADVANTECH
SHEATHING FOR ERV
ACCESS AND SERVICE
1
A-3.1
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
36'-158" +/- EXISTING77'-4" +/- EXISTING 82'-0" +/- EXISTING21'-4" +/- EXISTING
46'-0" +/- EXISTING
FOURTH FLOOR
Scale: 3/16" = 1'-0"1
ATTIC / CUPOLA NOTES
1.
2.
FULLY INSULATE ATTIC, SEE SECTIONS
FULLY COORDINATE WITH MEP
DRAWINGS FOR ERV AND OTHER
EQUIPTMENT LOCATIONS AND
DUCTWORK
CORRIDOR KEEPERS
1.
CORRIDOR DEMOLITION (BOTH WINGS)
1.
2.
ROOF PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONTYPICAL LINE OF GUTTER LOCATIONS
6" DIA. THROUGHOUT, PITCH IN
DIRECTION OF ARROWS TO
DOWNSPOUTS
APPROXIMATE LOCATION
OF DOWNSPOUTS
DEMO CHIMNEY AND
REPAIR SLATE ROOF
NEW FLASHING AT
INTERSECTION OF EXISTING
WALL + NEW ROOF
NEW SLATE ROOFING AT
ADDITION, CAREFULLY
WOVEN INTO EXISTING
SLATE
NEW GUTTERS AND
DOWNSPOUTS
LINE OF BREAK IN MANSARD
ROOF
MEMBRANE AT LOW PITCH
LINE
RELOCATE DOWNSPOUT, SEE
EXTERIOR ELEVATIONS
ICE AND WATER SHIELD
ROOF PLAN
Scale: 3/16" = 1'-0"1
EE
PIT
J.1J.2
BBBB BBBB BBBBZZ
A A A A
J J
EEEE
P
FF
KKKK
KK.2KK.2
M.2
ZZ
T T T T T T
DD
A
Q Q Q Q Q Q Q
A
P.1 J.1 J.1J.1
KK.1 R
K
Q.5
Q.6
CCJ.1J.2
EE
BBBB BBBB BBBBZZ
A A A A
J J
EEEE
P
FF
KKKK
KK.2KK.2
M.2
ZZ
T T T T T T
DD
A
Q Q Q Q Q Q Q
A
P.1 J.1 J.1J.1
KK.1 R
K
WEST ELEVATION
Scale: 3/32" = 1'-0"219'-0" +/-26'-0" +/-A
OI.3I.2
ZZZ
G F F
P.2
Q.5 Q.5 Q.4 Q.4 LL LL.1 LL LL.2
X V
N
NN
DD DDDD
Y
I.3 N
LL
Y.1 WW
NEW STONE BENCH
CUT BRICK INFILL WALLS DOWN TO APPROXIMATELY 14"
DEMO GLASS AND MOST OF BRICK INFILL WALLS. CLEAN UP ALL CAULKING LINES FROM BRICK PIERS.
CC.1
OI.3I.2
ZZZ
G F F
P.2
Q.5 Q.5 Q.4 Q.4 LL LL.1 LL LL.2
X V
N
NN
DD DDDD
Y
I.3 N
LL
Y.1 WW
NORTH ELEVATION
Scale: 3/32" = 1'-0"3
16'-8"
1
2'
-
6
"
- REPLACE ALL GUTTERS?
- MODIFY DOWN SPOUTS?
- INSTALL FULLY FLASHED NEW VENTS THROUGH SLATE ROOF
- REPAIR LEANING COPPER VENT
- RELOCATION OR REUSE OF EXISTING EXHAUST THROUGH ROOF
LOWER LEVEL
REFLECTED
CEILING PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONPS UPUPSD
DW
FRIG.(2) WASHERS(2)
STACKED
DRIERS
M.WAVE PANTRYWALL
OVEN FOLDINGRECYCLINGTRASH RRR
A-7.0
A
D
C
B
A-7.0
A
D
C
B
A-7.1
A
D
C
B
A-7.1
A
B
C
D
COND.
HS
NEW FIRE RATED CEILING
OVER EXPOSED JOISTS
EXISTING 24" DEEP
BEAMS, WRAPPED IN
PLASTER
NEW 2X2 CEILING NEW 2X2 ACT CEILING
NEW SOFFIT, WITH TRIM
ADDED TO REPAIR
COFFERED CEILING
REPLACE COFFERED
CEILING, PAINT
PATCH AT OLD SOFFIT TO
MATCH
SUSPENDED OR HARD
CEILING?
LOWER LEVEL REFLECTED CEILING PLAN
Scale: 3/16" = 1'-0"1
REFLECTED CEILING PLAN KEY
NEW 2' X 2' ACOUSTIC TILE
CEILING
SOFFITS OR LOWERED
CEILINGS IN CLOSETS
LOWERED CEILING BELOW
REPLACED FIRE RATED CEILING
AT CORRIDORS
PATCH EXISTING FINISHES
AT DEMOLITION LOCATIONS
NEW 1 HR FIRE RATED
PLASTER CEILINGS AT ROOMS
FIRST FLOOR
REFLECTED
CEILING PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONELEC. PANEL
P.TOW.UPDNUP
DN
P.TOW.
S.NAP.
S.NAP.
CUBBIES
CUBBIES
PATCH CEILING, FLOOR AND
WALLS AT CHIMNEY REMOVAL
NEW GYP BD. CEILING AT NEW
CORRIDOR
NEW 2X2 ACT AT NEW
BATHROOM LOCATION
TYPICAL NEW LOWERED
CEILING AT ALL CLOSETS,
ALL LEVELS
PATCH AT PARTITION
REMOVAL
NEW GYP BD. CEILING AT
REMOVED SUSPENDED
CEILING
REPLACE EXISTING CEILING
WITH NEW AT SAME HEIGHT.
WORK AROUND STAIR WELL
WITHIN SOFFITS WITH NEW
SYSTEMS
12
2 2 NEW DROP CEILING TO
TERMINATE AT LOWERED
BEAMS2TYPICAL FCU
NEW SOFFIT FOR SPRINKLERS
1 1 1
1
3
PATCH AT CHIMNEY DEMO
NEW GYP BD CEILING —
COORDINATE HEIGHT
WITH SOFFIT AS NEEDED
FOR VENTS
ADJUST CEILING GRID TO FIT
FCU
WIDEN THIS SOFFIT AS
NECESSARY TO WORK ALL
SYSTEMS AROUND STAIR WELL
FIRST FLOOR REFLECTED CEILING PLAN
Scale: 3/16" = 1'-0"1
REFLECTED CEILING PLAN KEY
NEW 2' X 2' ACOUSTIC TILE
CEILING
SOFFITS OR LOWERED
CEILINGS IN CLOSETS
LOWERED CEILING BELOW
REPLACED FIRE RATED CEILING
AT CORRIDORS
PATCH EXISTING FINISHES
AT DEMOLITION LOCATIONS
NEW 1 HR FIRE RATED
PLASTER CEILINGS AT ROOMS
SECOND FLOOR
REFLECTED
CEILING PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONUP DNELEC. PANELUPDNP.TOW.S.NAP.P.TOW.
S.NAP.
S.NAP.
P.TOW.
CUBBIES
CUBBIES
NEW 2X2 GRID CEILING
NEW 1 HR RATED GYP. BD.
PATCH CEILING AT PREVIOUS
STAIR LOCATION
PATCH CEILING, FLOOR
AND WALLS AT CHIMNEY
REMOVAL
LOWERED CEILING TO
TERMINATE AT BEAM
2 2
2 222PATCH AT PARTITION REMOVAL
2
PATCH CEILING AT WALL
AND SINK REMOVALS
NEW GYP BD CEILING
WITH SOFFIT AS NEEDED
FOR VENTS
1
1 1 1 1
PATCH CEILING, FLOOR
AND WALLS AT CHIMNEY
REMOVAL
REPLACE EXISTING
CEILING WITH NEW AT
SAME HEIGHT. WORK
AROUND STAIR WELL
WITHIN SOFFITS WITH
NEW SYSTEMS
WIDEN THIS SOFFIT AS
NECESSARY TO WORK ALL
SYSTEMS AROUND STAIR
WELL
3
ADJUST CEILING GRID TO
FIT FCU
SECOND FLOOR REFLECTED CEILING PLAN
Scale: 3/16" = 1'-0"1
REFLECTED CEILING PLAN KEY
NEW 2' X 2' ACOUSTIC TILE
CEILING
SOFFITS OR LOWERED
CEILINGS IN CLOSETS
LOWERED CEILING BELOW
REPLACED FIRE RATED CEILING
AT CORRIDORS
PATCH EXISTING FINISHES
AT DEMOLITION LOCATIONS
NEW 1 HR FIRE RATED
PLASTER CEILINGS AT ROOMS
THIRD FLOOR
REFLECTED
CEILING PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONDNELEC. PANELUP
DN S.NAP.P.TOW.P.TOW.P.TOW.A-7.6
A
B
C
D
PATCH CEILING, FLOOR
AND WALLS AT CHIMNEY
REMOVAL
EXISTING ANGLED
PLASTER CEILING, PAINT
NEW PLASTER CEILING
TERMINATE LOWERED
CEILING AT BEAM222
2
NEW PLASTER CEILING
BREAK IN CEILING HEIGHT
PATCH AT DEMO'D CHASE
1
1 111111
NEW SOFFIT IF NEEDED
REPLACE EXISTING
CEILING WITH NEW AT
SAME HEIGHT. WORK
AROUND STAIR WELL
WITHIN SOFFITS WITH
NEW SYSTEMS
NEW BEAM FOR
TERMINATING LOWER
CEILING
NEW LOWERED CEILING
NEW 30X42 ACCESS
HATCH, HEAD OFF TO
REMOVE COLLAR TIE
3
CEILING IS TOO LOW FOR
CEILING MOUNTED UNITS
AND SOFFITS
THIRD FLOOR REFLECTED CEILING PLAN
Scale: 3/16" = 1'-0"1
REFLECTED CEILING PLAN KEY
NEW 2' X 2' ACOUSTIC TILE
CEILING
SOFFITS OR LOWERED
CEILINGS IN CLOSETS
LOWERED CEILING BELOW
REPLACED FIRE RATED CEILING
AT CORRIDORS
PATCH EXISTING FINISHES
AT DEMOLITION LOCATIONS
NEW 1 HR FIRE RATED
PLASTER CEILINGS AT ROOMS
FOURTH FLOOR
REFLECTED
CEILING PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONDNDNROOMS TO REMAIN
RELATIVELY UNFINISHED.
PATCH ANY NEW
PENETRATIONS WITH
SIMILAR MATERIALS
CONSIDER IF CEILINGS
SHOULD BE REMOVED FOR
INSULATING BUILDING
ENVELOPE
NEW ERV VENT THROUGH
ROOF AT FORMER
CHIMNEY PENETRATION
FOURTH FLOOR REFLECTED CEILING PLAN
Scale: 3/16" = 1'-0"1
REFLECTED CEILING PLAN KEY
NEW 2' X 2' ACOUSTIC TILE
CEILING
SOFFITS OR LOWERED
CEILINGS IN CLOSETS
LOWERED CEILING BELOW
REPLACED FIRE RATED CEILING
AT CORRIDORS
PATCH EXISTING FINISHES
AT DEMOLITION LOCATIONS
NEW 1 HR FIRE RATED
PLASTER CEILINGS AT ROOMS
EAST
ELEVATION
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONQ.2
Q.1Q.1QQQQQQQQQQ
JJJJJJJJ.3J.1 J .4
AAAA A A
J JJJ.1
T T T T T T T T T T
EXISTING BRICKED-IN RECESS.
REPAIR DETAILED BRICK DESIGN
BEHIND REMOVED GONG.
AWNING WINDOW TO AVOID
COUNTER CONFLICT
Q3
CC.1
REPAIR OR REPLACE TRELLIS
AFTER REMOVALS OF
MECHANICAL ITEMS
REPLACE GONG WITH NEW BELL
2
A-3.0
1
A-3.0
2
A-5.2
1
A-5.2
EAST ELEVATION
Scale: 3/16" = 1'-0"1
3
A-2.1
Q.1Q.1QQQQQQQQQQ
JJJJ.4
AAAA A A
J JJJ.1
T T T T T T T T T T
REMOVE "STOREFRONT"
VESTIBULE SYSTEM. REPLACE?
DEMO EXISTING
STAIR AND ROOFLET
J.4 J J J
DEMO EAST ELEVATION
Scale: 1/16" = 1'-0"2
PORCH ELEVATION (EAST)
Scale: 1/2" = 1'-0"3
NEW STONE BENCH
CUT BRICK INFILL
WALLS DOWN TO
APPROXIMATELY 14"
DEMO GLASS AND
MOST OF BRICK INFILL
WALLS. CLEAN UP ALL
CAULKING LINES
FROM BRICK PIERS.
PORCH ELEVATION (NORTH)
Scale: 1/2" = 1'-0"4
0-01-Z
PORCH
000P1
PORCH PLAN
Scale: 1/2" = 1'-0"5
NORTH
ELEVATION
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONA
O
ZZZ
G F F
P.2
Q.5 Q.5 Q.4 Q.4 LL LL.1 LL LL.2
X V
N
NN
DD DDDD
Y
CAVITIES ABOVE WINDOWS TO BE
FILLED
MOVE EXTRA 'A" STYLE
WINDOW TO THIS LOCATION.
MODIFY R.O. AS NEEDED FOR
ARCHED TOP. REPAIR ALL
FINISHES IN AND OUT
N
LL
Y.1 WW
CUT 5 DOWNSPOUTS UP APPROXIMATELY 4' AND FABRICATE
4' LONG COPPER SLEEVES SECURED WITH S.S. SCREWS. BRING
DOWN SPOUTS INTO NEW 8" UNDERGROUND LEADER, OR
REPLACE ALL?
CREATE CURB AT CHIMNEY DEMO FOR ERV VENT,
MAINTAINING EXISTING ROOF FLASHINGS.
EXISTING TOP METAL GUARD RAIL
AND WOOD RAILING/BALLUSTERS,
BOTH LEVELS — NO WORK
LATE ORDERED WINDOW
1
A-3.1
NORTH ELEVATION
Scale: 3/16" = 1'-0"1
4
A-2.1
CC.1
OI.3I.2
ZZZ
G F F
P.2
Q.5 Q.5 Q.4 Q.4 LL LL.1 LL LL.2
X V
N
NN
DD DDDD
Y
I.3 N
LL
Y.1 WW
1A-3.1
DEMO NORTH ELEVATION
Scale: 3/32" = 1'-0"2
DISCUSS DEMO OF CREATION
OF NEW OPENING AT GABLE
END IN LOCATION OF
WINDOW OR NEW VENT
WEST
ELEVATION
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONJ.1J.2
EE
BBBB BBBB BBBBZZ
A A A A
J J
EEEE
P
FF
KKKK
KK.2KK.2
M.2
ZZ
T T T T T T
DD
A
Q Q Q Q Q Q Q
A
P.1 J.1 J.1J.1
KK.1 R
K
DEMO WEST ELEVATION
Scale: 3/32" = 1'-0"2
E E
J.2
Q
T T
E E
QM.3
M.1
REMOVE ROTTEN FRAME AND
REPLACE WITH MAPES PANEL INTO
NEW P.T. FRAME (PAINTED)
J
E E
Q
INFILL OLD WINDOW
LOCATION, INSULATE AND
AIR SEAL
CUT 2 NEW DRIER VENTS;
BLACK FINISH
EE
PIT
J.1J.2
B BBB B BBB B BBBZZ
A A A A
J J
E EEE
P
FF
KKKK
KK.2KK.2
M.2
ZZ
T T T T T T
DD
A
Q Q Q Q Q Q Q
A
HIDDEN WINDOW IN RECESS
P.1 J .1 J.1J.1
KK.1 R
K
BRING DOWNSPOUT INTO
UNDERGROUND LEADER INSTALLATION OF (3) NEW KITCHEN
WINDOWS INCLUDES REMOVAL AND
RECONSTRUCTION OF ROTTEN WINDOW
FRAMES
RELOCATE DOWNSPOUT APPROX. 10'
TO SOUTH. CORRECT GUTTER PITCH
CONFIRM WHICH ATTIC WINDOWS
ARE INCLUDED
Q.5
Q.6
INFILL OLD DOOR
LOCATION, INSULATE AND
AIR SEAL
CUT NEW OPENINGS FOR
(4) LTHW PIPES
CUT AND INSTALL NEW
HOOD VENT
CC
FLASH NEW WALL AND
REPAIR STANDING SEAM
COPPER AT CORNICE
RETURN, BEYOND
MATCH NEW SLATES TO
EXISTING
FULLY FLASH NEW ROOF TO
EXISTING SIDEWALL.
NEW VENT AT CHIMNEY
REMOVAL
OUTDOOR UNIT FOR
CONTROL ROOM MINI SPLIT
- CONFIRM
2
A-3.0
1
A-3.0
2
A-5.2
1
A-5.2
WEST ELEVATION
Scale: 3/16" = 1'-0"1
SOUTH
ELEVATION
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONQ.2
KKL
A
U.1 U U Q
I.1M
DCBA.1
SR RJJJJ.1
PIT
Q
Q.5
I
ARCHED PANEL INFILL
BY G.C.
WINDOW IN RECESS WITH METAL HANDRAIL IN
FRONT. REMOVE AND REINSTALL RAILING AS
NEEDED FOR WORK.
NEW ERV VENT AT CHIMNEY DEMO
SCRAPE, PRIME AND PAINT ALL
PORCH FINISHINGS
FLASH WALL AND
REPAIR COPPER
ROOFING AT
INTERSECTION OF
NEW AND DEEP
CORNICE RETURN.
LINE OF ADDITION
BEYONDA-3.11
A-3.1
SOUTH ELEVATION
Scale: 3/16" = 1'-0"1
CC.1
Q.2
KKL
A
U.1 U U Q
I.1M
DCBA.1
SR RJJJJ.1
DEMO EGRESS STAIR
AND PORCH
REMOVE ALL
WINDOWS, SAVE
FOR ADDITION
CAREFULLY DEMO
SECTION OF
CORNICE RETURN
AND INTERSECTION
WITH NEW
ADDITION.
DEMO SOUTH ELEVATION
Scale: 3/32" = 1'-0"2
BUILDING
SECTIONS
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONQ.5
Q.2
Q.69'-612"FLOOR TO FLOOR9'-8"FLOOR TO FLOOR10'-7"FLOOR TO FLOOR10'-10"FLOOR TO FLOOR9'-712"CLG. HEIGHT9'-712"CLG. HEIGHT8'-8"CLG. HEIGHT8'-712"CLG. HEIGHTREBUILD EXISTING WIRE PARTITION
WITH NEW SMOKE ENCLOSURE WITH
LAMINATED GLASS
INFILL FRAMING AT
PREVIOUS OPENING
DEMO STAIR
PARTITION
APPROXIMAT
E LOCATION
OF SOFFIT AT
EAST END OF
ROOM.
EXTEND TO
WEST AS
NEEDED
CONSIDER
SUSPENDED
CEILING
EXISTING 6" STEP DOWN TO
PORCH TO BE RAMPED
REPLACE CHAIR RAIL (3-3/4"
WIDE) AND BASE (5")
NEW LOWERED CEILING
ADD NEW BEAM FOR TERMINATING
NEW LOWERED CEILING
REBUILD PARTITION AT
BASE OF STAIR OFF OF THE
BOTTOM TREAD
DEMO SECTION OF
CORNICE RETURN AT
INTERSECTION OF NEW
AND EXISTING
SECTION C
Scale: 3/16" = 1'-0"2
24'-0"9'-612"FLOOR TO FLOOR9'-8"FLOOR TO FLOOR10'-7"FLOOR TO FLOOR10'-10"FLOOR TO FLOOR9'-712"CLG. HEIGHT9'-712"CLG. HEIGHT8'-8"CLG. HEIGHT8'-712"CLG. HEIGHTINSULATE FLOOR AND
HATCH TO CUPOLA
NEW OPENINGS TO
ELEVATOR TOWER
BEYOND
SECTION THRU CORRIDOR
Scale: 3/16" = 1'-0"4
2
A-4.0
1
A-4.0
BUILDING
SECTIONS
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONEXISTING ARCHED OPENING
DASHED LINE OF MANSARD GABLE END
BEYOND
NEW HAND RAIL
DASHED LINE OF EXISTING GUARD RAILING IN
FRONT OF SECTION
EXISTING STAIRS: 7.25 RISERS, 11.25 TREAD
INCLUDING 1" NOSING
EXISTING STAIRS: 7.25 RISERS, 11.5 TREAD
INCLUDING 1" NOSING
EXISTING STAIRS: 7.25 RISERS, 11" TREAD
INCLUDING 1" NOSING9'-612"FLOOR TO FLOOR9'-8"FLOOR TO FLOOR10'-7"FLOOR TO FLOOR10'-10"FLOOR TO FLOOR9'-712"CLG. HEIGHT9'-712"CLG. HEIGHT8'-8"CLG. HEIGHT8'-712"CLG. HEIGHTREFINISH DEEP WOOD SILL7'-1"7'-1" - SHOULD WE DEMO?
(1) 2X8 RIDGE
2X8s @ 21" +/-20" +/-(1) 2X8 RIDGE
FULL 2X8 CEILING JOISTS @
~24" O.C.
(3) FULL 2X6
(2) 2X8 RIDGE
FULL 9X4 VALLEY BEAM
REMOVE ALL SHEATHING AT
INTERSECTION OF DORMERS TO PROVIDE
ACCESS TO TOPS OF ALL DORMERS FOR
INSULATION AND FIRE PROTECTION.
BACK CORRIDOR SECTION
Scale: 3/16" = 1'-0"1
1
A-4.1
MECH 2 B.S. STO. 1
CORR.STUDY
HK BATH
CORR.BATH RM. 302
CORR.
BATHCC.1
SECTION THRU BACK WING
Scale: 3/16" = 1'-0"39'-8"FLOOR TO FLOOR10'-7"FLOOR TO FLOOR10'-10"FLOOR TO FLOOR
WALL SECTIONS
& CEILING
DETLS.
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONTYP. DORM ROOM TYPICAL CROWN
MOULDING, ALL
DORM ROOMS
NEW DROPPED ACT
AT ALL BATHS
WALL SECTION I
Scale: 1/4" = 1'-0"2
TYP. DORM ROOM TYP. BATH
TYP. DORM ROOM TYP. BATH
TYP. DORM ROOM TYP. DORM
TYPICAL FAN COIL
UNITS OVER DORM
ROOM DOORS
REMOVE EXISTING
BEAM AFTER SHORING
UP VERTICAL LOADS
AS NEEDED
DEMO PIERS AS
NEEDED TO INSTALL
NEW SLAB
EXISTING BEARING
WALL AT KITCHEN
PARTITION
EXISTING BEAM
EXISTING FULL 2X9
JOISTS
FILL FULL ATTIC
CAVITY WITH DPC
FULL 2X8 CEILING JOISTS
EXISTING FULL 2X8s AT
20" O.C.
NEW CMU WALL —
SEE STRUCTURAL
DRAWING
NEW TUBE STEEL STUB
BEYOND AT WOOD
POST BASE
CORRIDOR SECTION
Scale: 1/4" = 1'-0"1
10"7"1'-4"(2) 2" DIA PIPES WITH
INSULATION
CONDENSATE PITCHED
TO DRAIN
8'-2" +/- FIRST FLOOR7'-2" +/- UPPER FLOORS7'-212"DOOR R.O. FIRST FLOOR6'10.5 DOOR R.O. UPPER FLOORSMAINTAIN
APPROXIMATELY 1.5"
CLEAR FOR RUNNING FA,
DATA, POWER, ETC.
MAINTAIN
APPROXIMATELY 1.5"
CLEAR FOR EXTENDING
SIDE WALL SPRINKLER
LINES TO FACE OF SOFFIT
AND INTO CLOSETS.
CORRIDOR SECTION
Scale: 1 1/2" = 1'-0"3 8'-6" SUSPENDED CEILING FIRST FLOOR7'-6" MIN. UPPER FLOORS1'-014"CONDENSATE PITCHED
TO DRAIN
BATHROOM CORRIDOR SECTION
Scale: 1 1/2" = 1'-0"4
1'-4"LINE OF CLOSET
WALLS AND NEW
CILING BEYOND
ROOM WITH CLOSET SECTION
Scale: 1 1/2" = 1'-0"5
CENTRAL STAIR
SECTIONS
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONCUBBIES DNELEC. PANEL CUBBIESDRESSER
DRESSER
DRESSER DRESSER
P.TOW.
THIRD FLOOR PLAN
Scale: 1/8" = 1'-0"2
REBUILD EXISTING
SMOKE PARTITION
ADD NEW SMOKE
DOOR ON
MAGNETIC HOLD
OPEN AT BACK
HALL OPENING
UP DNDRESSER
DRESSERDRESSER DRESSERDRESSERCUBBIES
CUBBIES
SECOND FLOOR PLAN
Scale: 1/8" = 1'-0"3
REPLACE SMOKE
DOORS, ON
MAGNETIC HOLD
OPEN
REPLACE SMOKE
PARTITION ON
MAGNETIC HOLD
OPEN
UP
DN
CUBBIES
CUBBIES
FIRST FLOOR PLAN
Scale: 1/8" = 1'-0"4
REPLACE SMOKE
PARTITION ON
MAGNETIC HOLD
OPENS
NEW SMOKE
DOOR ON
MAGNETIC HOLD
OPEN 8'-8"8'-8"3'-0"EX. POST3'-6"LOWERED CEILING TO TERMINATE AT
BEAM, AT ALL LEVELS
2'-6"GUARDRAILEXISTING BEAM
EXISTING PILASTER
EXISTING BEAM BEYOND
3'-0"NEW SOFFIT FOR SPRINKLERS
DASHED LINE OF NEW HANDRAIL TO
BE MOUNTED TO WALL IN FRONT OF
SECTION, BOTH LEVELS
EXISTING 30" GUARD/HANDRAIL
BEYOND, REFINISH
NEW HANDRAIL MOUNTED TO
WALL BEYOND
DEMO WIRE SMOKE PARTITION
NEW HANDRAILS
MOUNTED TO WALL,
BOTH LEVELS
EXISTING 30" GUARD/HANDRAILS,
REFINISH
REFINISH ALL WOOD
WORK AT STAIR
STRUCTURE AND
PANELING. RECOVER
TREADS AND RISERS
NEW SOLID HALF WALL WITH WOOD
CAP WITH SIMILAR PROFILE AS TOP
RAILING OF EXISTING GUARD RAILS,
GLASS PARTITION ABOVE
EXISTING WOOD TRIM AT OPENING,
BOTH LEVELS
LOWERED CEILING AS NEEDED IN
CLOSETS FOR SPRINKLERSREPLACED SMOKE
DOOR
NEW SMOKE DOOR
SMOKE DOOR
BEYOND STAIR
LOWERED
CEILING AT BACK
CORRIDOR
EXISTING PLASTER CEILING TO REMAIN
BACK
CORRIDOR
BACK
CORRIDOR
CENTRAL STAIR SECTION
Scale: 3/8" = 1'-0"1
MAINTAIN EXISTING
COFFERED CEILING
AS POSSIBLE —
REVIEW OPTIONS
NEW SMOKE PARTITION
WITH LAMINATED GLASS
NEW SUSPENDED GYP
BD. CEILING AT 8' AT
CORRIDOR, ALL LEVELS
NEW BATH
CORRIDOR
CORRIDORCORRIDOR
CORRIDOR
EXISTING WOOD TRIM
AT OPENING, BOTH
LEVELS, REFINISH
LINE OF BREAK IN SECTION
OPEN STAIR
CORRIDOR
EXISTING PLATER CEILING.
PATCH ANY PENETRATIONS
TO MAINTAIN FIRE RATING,
ALL LEVELS
REBUILD SMOKE
PARTITION
EXISTING RAIL AND
BALLUSTER, REFINISH
EXISTING BEAM
EXTEND BEAM DOWN TO
TERMINATE THE DROPPED
CEILING
ADD NEW SOFFITS TO
TERMINATE DROPPED
CEILING
8'-1114"8'-0"8'-0"NEW HEADER OVER
PARTITION TO
PROVIDE
TERMINATION FOR
NEW SUSPENDED
CEILING
DEMO EXISTING SMOKE
CURTAIN, REPLACE
WITH NEW HALF WALL
WITH GLASS PARTITION
ABOVE
NEW SMOKE PARTITION
ACROSS HALL AT
LOCATION OF EXISTING
ONE TO BE REPLACED
NEW BEAM FOR
TERMINATING LOWER
CEILING
CENTRAL STAIR SECTION DETAIL
Scale: 3/8" = 1'-0"5
WALL SECTIONS
- EXISTING
BLDG.
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONTYPICAL EXTERIOR WALL ASSEMBLY:
- THREE (ASSUMED) WYTHES OF BRICK
- 1" RIGID FOAM BOARD
- 2X4 STUDS
- DPC CELLULOSE IN CAVITIES
- 5/8" GUP. BD.
TYPICAL EXTERIOR WALL ASSEMBLY:
- THREE (ASSUMED) WYTHES OF BRICK
- 1" RIGID FOAM BOARD
- 2X4 STUDS
- DPC CELLULOSE IN CAVITIES
- 5/8" GUP. BD.
WALL SECTION I
Scale: 3/4" = 1'-0"1
TYPICAL EXTERIOR WALL ASSEMBLY:
- EXISTING SIDING
- EXISTING SHEATHING - SHOULD WE AIR SEAL THIS FROM
INSIDE?
- EXISTING 3-3/4" DEEP STUDS
- NEW 1X FURRING HORIZONTAL AT 24" O.C.
- DPC FULL CAVITY
- 5/8" GYP. BD.
TYPICAL LEDGER BOARD INSULATION
- EXISTING 2 X 10 FLOOR JOISTS AND 8 X 8
LEDGER
- SPRAY WITH CLOSED CELL FOAM ACCESSED
BEFORE SHEET ROCK ON CEILING - R-20
WALL SECTION 2
Scale: 3/4" = 1'-0"2
TYPICAL ATTIC CEILING ASSEMBLY:
- EXISTING SLATE
- EXISTING SHEATHING
- EXISTING FULL 2 X 8 RAFTERS AT ABOUT 20" O.C.
- NEW 1X FURRING HORIZONTAL AT 24" O.C.
- DPC FULL CAVITY
- NETTING - CONSIDER PAINT TO REDUCE DUSTING
TYPICAL SLOPED CEILING AT 3RD FLOOR ROOMS:
- EXISTING SLATE ON FURRING
- EXISTING SHEATHING - SHOULD WE AIR SEAL THIS FROM
INSIDE?
- EXISTING RAFTERS - WHAT SIZE ARE THESE?
- NEW 1X FURRING HORIZONTAL AT 24" O.C.
- DPC FULL CAVITY
- 5/8" GYP. BD.
TYPICAL CLOSED CEILING ASSEMBLY:
- EXISTING SLATE
- EXISTING SHEATHING
- EXISTING FULL 2 X 8 RAFTERS AND CEILING JOISTS AT ABOUT
20" O.C.
- FILL ENTIRE CAVITY WITH DPC
WALL SECTION 3
Scale: 3/4" = 1'-0"3
C502 Additions:
Comply per new construction C402-405C402 Building Envelop RequirementsC402.1 Perscriptive MethodC402.1.3 Insulation: comply with Table C402.1.3, Group R column, climate zone 5
Attic: R-49
Walls (wood framed): R-13 + R-7.5ci or R-20 + R-3.8ci
Walls (mass): R-11.4 ci 9 (C402.2.2)
Below grade wall: R-7.5ci
Slab: R-10 for 24” below
C402.2.2
…The insulation within the cells of CMUs is not permitted to be
considered…
C503 Alterations:
C503.1 General: Alterations…shall comply with C503 and the
code for new construction. Alterations shall be such that the
exiting building is not less conforming…
Exception 3. Existing ceiling, wall or floor cavities exposed
during construction, provided that these cavities are filled
with insulation.
ADDITION
DETAILS -
PLANS
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTION24'-0"11'-3"OFFSET8'-0"14'-4"2'-634"+/-18'-4"36'-158" +/- FIELD MEASUREMENT2
A-5.1
1
A-5.2
2
A-5.2
758"5'-0"1158"8'-6"
CLEAR SHAFT WIDTH
1158"7'-312"758"
1
A-5.3
6'-51116"5'-61116"UP0-ST2-X
0-V2-X
0-ST2-S
STAIR
000ST2
0-M1-Y
7 5
7'-714"3'-8"312"13'-4"758"1158"CTL RM
000M1
VEST
00V1
1'-11"
STRIP CLAPBOARDS AND
INSTALL NEW CMU
WALL 0-V1-X
5'-8"5'-8"1'-11"
1'-0"
7'-4"
8 TREADS @ 11"
3'-10"6'-7"
5'-8"5'-10" - EQUAL 5'-11" - EQUAL 5'-11" - EQUAL1'-5"5'-314"758"4A
2
2 31
4B 3'-6"6'-7" EQUAL6'-8" EQUAL5'-8"6'-11"SHAFT1158"312"COND.
LOWER LEVEL
Scale: 1/4" = 1'-0"1
24'-0"11'-3"OFFSET8'-0"14'-4"2'-634"+/-18'-4"36'-158" +/- FIELD MEASUREMENT2
A-5.1
1
A-5.2
2
A-5.2
758"5'-0"1158"8'-6"
CLEAR SHAFT WIDTH
1158"7'-312"758"
1
A-5.3
UPDNX01-13-I
X02-14-Q3
VEST
100C4
ACC. DOUBLE
1-ST2-S13'-4"SMALL SUPPLY CHASE
1-4B-C
W TEMPERED FILM
6'-51116"5'-61116"1-1/2 HR FIRE DOOR W/
100 SQ IN VISION PANEL
2 HR RATING - 2 LAYERS
5/8" GYP BOTH SIDES
12" CMU
2" INSULATION + SIDING
ON OUTSIDE
2X6 WALL FOR STABILITY
THIS WALL IS INSTALLED
LATER, ALL LEVELS
3'-1112"7'-4"
8 TREADS @ 11"
3'-1112"8'-3"
9 TREADS @ 11"
5'-134"
STAIR
100ST2
7 5
4A
3
1
4B
1'-11"
1'-11"12"
X04-01-CC.1
STRIP CLAPBOARDS AND INSTALL STUD
WALL WITH DPC ACOUSTIC INSULATION
AT ALL CAVITIES, ALL LEVELS
X02-13-Q2
FIRST FLOOR
Scale: 1/4" = 1'-0"2
24'-0"11'-3"OFFSET8'-0"14'-4"2'-634"+/-18'-4"36'-158" +/- FIELD MEASUREMENT2
A-5.1
1
A-5.2
2
A-5.2
758"5'-0"1158"8'-6"
CLEAR SHAFT WIDTH
1158"7'-312"758"
1
A-5.3
UPDNX03-11-Q5
X04-01-CC
VEST
200C3
X03-12-Q5
2-ST2-S
2-10A-C
2-11A-C
STAIR
200ST2
7'-4"
8 TREADS @ 11"
3'-1112"
LANDING
W TEMPERED FILM
6'-51116"5'-61116"8'-3"
9 TREADS @ 11"7 5
4A
3
1
4B
3
3
SECOND FLOOR
Scale: 1/4" = 1'-0"3
24'-0"11'-3"OFFSET8'-0"14'-4"2'-634"+/-18'-4"36'-158" +/- FIELD MEASUREMENT2
A-5.1
1
A-5.2
2
A-5.2
758"5'-0"1158"8'-6"
CLEAR SHAFT WIDTH
1158"7'-312"758"
1
A-5.3
DN
X03-13-Q
VEST
300C3
X03-12.5-Q6
3-ST2-S
NEW SUPPLY CHASE
STAIR
300ST2
6'-51116"5'-61116"HOIST
BEAM
ABOVE
7 5
4A
3
1
4B
3
3
3'-1112"7'-4"
8 TREADS @ 11"
THIRD FLOOR
Scale: 1/4" = 1'-0"4
COND.
ELEVATOR PLAN DETAIL
Scale: 1/2" = 1'-0"5
4'-31116"3'-6"
8'-6"6'-11"5'-0"3'-91116"3'-958"6'-4516"8'-6"
24'-0"11'-3"OFFSET8'-0"14'-4"2'-634"+/-18'-4"36'-158" +/- FIELD MEASUREMENT2
A-5.1
1
A-5.1
1
A-5.2
2
A-5.2
758"5'-0"1158"8'-6"
CLEAR SHAFT WIDTH
1158"7'-312"758"
1
A-5.3
PIT
5' BELOW SLAB 6'-11"CLEAR SHAFT WIDTH758"5'-8"5'-8"FOUNDATION PLAN
Scale: 1/4" = 1'-0"6
ADDITION
DETAILS -
SHAFT
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONQ.2
A
Q
I.1
5'-0"PIT31'-1"+/-TRAVEL13'-4" MINUNDERSIDE OF CEILING7'-6"CAB7'-0"DOOR BY MANUF.10'-958"+/-
TO WDW TRIM
12'-6"+/-8'-712"MATCH EXTG CLG.14'-0"+/-11'-3"6'-11"7'-0"DOOR BY MANUF.7'-4"M.O.11 COURSES @ 8"7'-0"DOOR BY MANUF.7'-4"M.O.11 COURSES @ 8"7'-0"DOOR BY MANUF.7'-4"M.O.11 COURSES @ 8"7'-4"M.O.11 COURSES @ 8"36'-158"
12" CMU WITH 2" INSULATION
+ SIDING
START WITH 8" CMU BLOCK AT
EACH FLOOR LEVEL, INFILL
ABOVE AS NEEDED12'-8" CLEAR MIN.OVERHEAD TO BEAM10'-612"20 COURSES @ 8"3"+/-7'-412"14 COURSES @ 8"512"+/-7'-11"15 COURSES @ 8"112"+/-8'-5"16 COURSES @ 8"9'-7" +/-PLATE HEIGHT2 HR RATED WALLS AND FLOOR
ASSEMBLIES
36" HIGH HANDRAIL, BOTH SIDES
42" GUARDRAIL
3'-6"2X 10 RAFTERS - HEIGHT OF PLATE TO
ENSURE ALIGNMENT WITH SLATE ROOF,
BEYOND
9'-8"+/-18 RISERS @ 6-1/2"10'-7"+/-19 RISERS @ 6-5/8"10'-10"+/-19 RISERS @ 6-7/8"4'-10"9 RISERS4'-10"9 RISERS5'-678"10 RISERS5'-018"9 RISERS5'-838"10 RISERS5'-158"9 RISERS5'-0"
TYPICAL EXTERIOR WALL (R-30.8):
- SIDING
- ON FURRING
- ON WPB
- ON 2" FIBERBOARD
- ON SHEATHING, FULLY TAPED
AIR BARRIER
- ON 2X6 STUD W/ DENSE
PACKED CELLULOSE
- 5/8" GYP. BD.9'-4"14 COURSES @ 8"4
12
5'-2"6"7'-6"
TYPICAL ROOF ASSEMBLY (R-28):
- SLATE
- ON___________
- ON ICE AND WATER SHEILD
- ON SHEATHING
- ON 2X12 RAFTERS
WOOD FRAMED STAIRS TO TIE
INTO EXISTING WALLS
SIT ROOF RAFTERS ON TOP OF
SOLAE PLATE AT THIRD FLOOR
LEVEL
HOIST BEAM
RIDGE BEAM ON POST, SEE
STRUCTURAL
4'-6" +/-
VERIFY
6" THICK CONCRETE SLAB ON METAL
DECK
5'-6"CLEAR HEADROOM6'-8"MIN HEAD ROOM8'-618"VERIFY6'-8"MIN HEAD ROOMNOTE: THE HEADROOM IS
CALCULATED AT THE 36"
REQUIRED WIDTH OF THE STAIR
WHICH SERVES LESS THAN 50
OCCUPANTS.
DRAINAGE AT NEW
FOOTINGS
LVL RIM BEAMS, SEE STRUCTURAL
DWGS.
SET HEIGHT OF PORCH
EAVE TO ALIGN WITH
TRIM AT EXISTING
BUILDING
SUMP BELOW (2X2)
WATERPROOF PIT
SECTION THRU ELEVATOR + STAIR
Scale: 3/8" = 1'-0"2
Q.5
Q.2
Q.6
8'-6"
CLEAR SHAFT WIDTH7'-6"CAB HEIGHTCTL
ROOM
WIDE CORNICE TRIM SIMILAR TO
EXISTING
5/8" GYP ON 2X FURRING STRIPS
SUMP BEYOND9'-0"24'-0"
2X10 FLOOR JOISTS, SEE
STRUCTURAL9'-612"9'-8"10'-7"10'-10"FLASHING AT WALL / ROOF
INTERSECTION
4
12
CREATE CONTROL JOINT
IN CONCRETE POUR
DEMO TOP OF
FOUNDATION AND
BRICK FOR NEW
OPENING
NEW STEEL LINTELS AT
NEW MASONRY
OPENING, SEE
STRUCTURAL DRAWINGS
STRIP SIDING, FRAME 2X6 STUD
WALL AGAINST EXISTING, RATED AT
STAIR
TYPICAL NEW HEADER
IN EXISTING WALL
DEMO SECTION OF
CORNICE RETURN
LOCATE AN ACCESS
HATCH INTO EXISTING
FOURTH FLOOR
DASHED LINE OF EXISTING
EXTERIOR WALL
OUTRIGGERS AND BLOCKING
BETWEEN AT WALL
SECTION THRU ELEVATOR + CRL RM
Scale: 3/8" = 1'-0"1
ADDITION
DETAILS - STAIR
SECTIONS
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONQ3
9'-0"1'-11"
1'-0"
CC3'-6"CC.1
SECTION THRU STAIR
Scale: 3/8" = 1'-0"2
5'-8"4'-0"9'-8"+/-18 RISERS @ 6-1/2"10'-7"+/-19 RISERS @ 6-5/8"10'-10"+/-19 RISERS @ 6-7/8"5'-412"10 RISERS4'-312"8 RISERS5'-678"10 RISERS5'-018"9 RISERS5'-838"10 RISERS5'-158"9 RISERSSECTION THRU STAIR
Scale: 3/8" = 1'-0"1
EXISTING
EXTERIOR
WALL
EXISTING BRICK
WALL
SLOPED
CEILING
CAN STAIR
FCUs BE
RECESSED?
WAHT ABOUT
CONDENSATE?
ADDITION
DETAILS - VEST
AND PORCHES
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTION5'-8"4'-0"1X3 BEAD BOARD CEILING,
PAINTED
(3) 2X____.
SIDEWALK—SEE
LANDSCAPE PLANS
FULL FROST WALL AT
PORCH PERIMETER
JAKE—DO YOU WANT A
SHELF?
LEDGER
LEDGER
7'-0" DOOR7'-438" M.O.INTERMITTENT
BLOCKING
INTERMITTENT
BLOCKING
PORCH SECTION
Scale: 3/4" = 1'-0"1
Q.2
A
Q
I.1 8'-712"MATCH EXTG CLG.14'-0"+/-36'-158"9'-7" +/-PLATE HEIGHT9'-8"+/-18 RISERS @ 6-1/2"10'-7"+/-19 RISERS @ 6-5/8"10'-10"+/-19 RISERS @ 6-7/8"4'-10"9 RISERS4'-10"9 RISERS5'-678"10 RISERS5'-018"9 RISERS5'-838"10 RISERS5'-158"9 RISERS5'-0"
DRAINAGE AT NEW
FOOTINGS
CONC CMU FIRST
FLOOR?9'-4"14 COURSES @ 8"4
12
10'-234"6"7'-6"
4'-6" +/-
VERIFY
4
12
2 HR RATED WALL
RIDGE BEAM ON POST, SEE
STRUCTURAL
AS POSSIBLE, ALIGN NEW
EAVE WITH BREAK IN
GAMBREL ROOF BEYOND
SECTION THRU ELEVATOR + STAIR
Scale: 3/8" = 1'-0"3
FINISH
SCHEDULE
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTION Room Finish Schedule
Floor Wall Ceiling
Number Room Name Material Finish Base & Trim Finish Material (See Note 1)Finish Material Ceiling Ht
Approx.
Finish Comments
DOOR
SCHEDULE
PROJECT NUMBER:
AUG 11, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONREMOVE KING POST ONE SIDE
OF CORRIDOR DOOR
OPENINGS; REMOVE ON
MORE OPEN SIDE OF DORM
ROOM OR MORE
CONVENIENT SIDE.
NEW (2) 9.25" LVL HEADER
WITH HUCQ410-sds HANGER
ON ONE SIDE
SINGLE FULL 2 X 4 TOP PLATE
DEMO TRUSS HEADER
7'-212" MIN. R.O. (7'3" +/- EXISTING)EXISTING FULL 2 X 8S OR 10
JOISTS ACROSS CORRIDOR.
NEW KING POST
Door Schedule
Unit Size
MarkWidthHeightLocation Rating
Door Fire
(UF2)
Glazing
(UF3)
Hardware
(UF8)
Finish
Comments
0-01-Z 5'0"7'4"Lobby 001 to porch 00P1 N/A Low E, Temp.2 PAINT
0-02-X2 5'0"7'0"Lounge 002 to Lobby 001 N/A Low E, Temp.PAINT
0-3-B 3'6"7'0"Laundry 003 N/A N/A 7 NAT'L
0-4-T 3'0"7'0"Recycle 004 N/A N/A 7 NAT'L
0-E1-E 3'0"7'0"Power closet 00E1 N/A N/A 8 NAT'L
0-E2-E 3'0"7'0"L.S. closet 00E2 2 hr N/A 8 NAT'L
0-E3-E 3'0"7'0"Data closet 00E3 N/A N/A 8 NAT'L
0-HK-B 3'0"7'0"Custodial 00HK N/A N/A 7 NAT'L
0-K-B2 5'0"7'0"Kitchenette 00K N/A Temp.7 NAT'L
0-M1-Y 3'0"7'0"Control room 000M1 N/A N/A 8 NAT'L
0-M3-E 2'8"7'0"00M3
B.S. Sto. 2 00V2 to Mech. 2
N/A N/A 8 NAT'L
0-M6-E 3'0"7'0"Sprinkler room 00M6 N/A N/A 8 NAT'L
0-ST2-X 3'0"7'0"Stair 000ST2 to exterior N/A Low E, Temp.1 PAINT
0-ST2-S 3'0"7'0"000ST2
Vestibule 00V1 to Stair
1 hr Temp.4 NAT'L
0-T-T1 3'0"7'0"Accessible toilet 00T N/A N/A 10 NAT'L
0-V1-X 3'0"7'0"Vestibule 00V1 to exterior N/A Low E, Temp.1 PAINT
0-V2-X 3'0"7'0"Vestibule 00V1 to exterior N/A Low E, Temp.1 PAINT
1-1-D 3'0"7'0"Room 101 N/A N/A 5 NAT'L
1-1A-C 3'0"7'0"Room 101 closet N/A N/A 6 NAT'L
1-2-D 3'0"7'0"Room 102 N/A N/A 5 NAT'L
1-2A-C 3'0"7'0"Room 102 closet N/A N/A 6 NAT'L
1-3-D 3'0"7'0"Room 103 N/A N/A 5 NAT'L
1-3A-C 3'0"7'0"Room 103 closet N/A N/A 6 NAT'L
1-4-D 3'0"7'0"Room 104 N/A N/A 5 NAT'L
1-4A-C 3'0"7'0"Room 104 closet A N/A N/A 6 NAT'L
1-4B-C 3'0"7'0"Room 104 closet B N/A N/A 6 NAT'L
1-5-D 3'0"7'0"Room 105 N/A N/A 5 NAT'L
1-5A-C 2'6"7'0"Room 105 closet A N/A N/A 6 NAT'L
1-5B-C 2'6"7'0"Room 105 closet B N/A N/A 6 NAT'L
1-6-D 3'0"7'0"Room 106 (accessible)N/A N/A 5 NAT'L
1-6A-C 2'6"7'0"Room 106 closet N/A N/A 6 NAT'L
1-6T-T1 3'0"7'0"Accessible bath 106T N/A N/A 10 NAT'L
1-7-D 3'0"7'0"Room 107 N/A N/A 5 NAT'L
1-7A-C 3'0"7'0"Room 107 closet A N/A N/A 6 NAT'L
1-7B-C 3'0"7'0"Room 107 closet B N/A N/A 6 NAT'L
1-8-D 3'0"7'0"Room 108 N/A N/A 5 NAT'L
1-8A-C 3'0"7'0"Room 108 closet N/A N/A 6 NAT'L
1-8T-T1 2'6"7'0"Bath 108T N/A N/A 10 NAT'L
1-9-D 3'0"7'0"Room 109 N/A N/A 5 NAT'L
1-9A-C 3'0"7'0"Room 109 closet A N/A N/A 6 NAT'L
1-9B-C 3'0"7'0"Room 109 closet B N/A N/A 6 NAT'L
1-C2-P2 6'0"7'0"100C1
Corridor 100C2 to foyer
N/A N/A 3A NAT'L Bi-directional swings
1-C5-P 2'10 1/2"7'3 1/4"100C1
Corridor 100C5 to foyer
N/A N/A NAT'L AWW250
1-HK1-B 2'6"7'0"Housekeeping 100HK1 N/A N/A 7 NAT'L
1-L3-P 3'0"7'0"Study 100L3 N/A N/A 11 NAT'L
1-P2-X2 4'8"7'0"Porch 100P2 N/A N/A 1 PAINT w/ sidelight
1-ST-Q 3'0"5'0"Storage closet 100ST N/A N/A 7 NAT'L Check height on site
1-ST2-S 3'0"7'0"Stair 100ST2 1 hr Temp.4 NAT'L
1-ST4-X 2'6"7'0"Stair 100ST4 to exterior N/A N/A 1 PAINT
1-ST4-S 3'0"7'0"100ST4
Corridor 100C5 to stair
1 hr Temp.4 NAT'L
1-T1-T2 3'0"7'0"Bath 100T1 (M.S.)N/A N/A 9 PAINT
1-T2-T1 3'0"7'0"Accessible bath 100T2 N/A N/A 10 NAT'L
2-1-D 3'0"7'0"Room 201 N/A N/A 5 NAT'L
2-1A-C 3'0"7'0"Room 201 closet A N/A N/A 6 NAT'L
2-1B-C 3'0"7'0"Room 201 closet B N/A N/A 6 NAT'L
2-2-D 3'0"7'0"Room 202 N/A N/A 5 NAT'L
2-2A-C 3'0"7'0"Room 202 closet A N/A N/A 6 NAT'L
2-2B-C 3'0"7'0"Room 202 closet B N/A N/A 6 NAT'L
2-3-D 3'0"7'0"Room 203 N/A N/A 5 NAT'L
2-3A-C 2'8"7'0"Room 203 closet A N/A N/A 6 NAT'L
2-3B-C 3'0"7'0"Room 203 closet B N/A N/A 6 NAT'L
2-4-D 3'0"7'0"Room 204 N/A N/A 5 NAT'L
2-4A-C 2'8"7'0"Room 204 closet A N/A N/A 6 NAT'L
2-4B-C 2'8"7'0"Room 204 closet B N/A N/A 6 NAT'L
2-5-D 3'0"7'0"Room 205 N/A N/A 5 NAT'L
2-5A-C 3'0"7'0"Room 205 closet A N/A N/A 6 NAT'L
2-5B-C 3'0"7'0"Room 205 closet B N/A N/A 6 NAT'L
2-6-D 3'0"7'0"Room 206 N/A N/A 5 NAT'L
2-6A-C 2'6"7'0"Room 206 closet N/A N/A 6 NAT'L
2-7-D 3'0"7'0"Room 207 N/A N/A 5 NAT'L
2-7A-C 2'6"7'0"Room 207 closet N/A N/A 6 NAT'L
2-8-D 3'0"7'0"Room 208 N/A N/A 5 NAT'L
2-8A-C 2'6"7'0"Room 208 closet N/A N/A 6 NAT'L
2-9-D 3'0"7'0"Room 209 N/A N/A 5 NAT'L
2-9A-C 2'6"7'0"Room 209 closet N/A N/A 6 NAT'L
2-10-D 3'0"7'0"Room 210 N/A N/A 5 NAT'L
2-10A-C 3'0"7'0"Room 210 closet A N/A N/A 0/6 NAT'L
2-10B-C 2'6"7'0"Room 210 closet B N/A N/A 6 NAT'L
2-11-D 3'0"7'0"Room 211 N/A N/A 5 NAT'L
2-11A-C 3'0"7'0"Room 211 closet A N/A N/A 6 NAT'L
2-11B-C 2'6"7'0"Room 211 closet B N/A N/A 6 NAT'L
2-12-D 3'0"7'0"Room 212 N/A N/A 5 NAT'L
2-12A-C 2'6"7'0"Room 212 closet A N/A N/A 6 NAT'L
2-C2-P2 6'0"7'0"100C1
Corridor 100C2 to foyer
N/A N/A 3A NAT'L
2-C4-P 3'0"7'0"200ST3
Corridor 200C4 to stair
N/A N/A 3 NAT'L
2-HK-B 2'6"7'0"Housekeeping 200HK N/A N/A 7 NAT'L
2-ST-C 3'0"7'0"Storage closet N/A N/A 7 NAT'L
2-ST2-S 3'0"7'0"200ST2
Vestibule 200C3 to stair
1 hr Temp.3 NAT'L
2-ST4-S 3'0"7'0"200C4
Stair 200ST4 to corridor
1 hr Temp.3 NAT'L
2-T1-T1 3'0"7'0"Bath 200T1 (M.S.)N/A N/A 9 NAT'L
2-T2-T1 3'0"7'0"Accessible bath 200T2 N/A N/A 10 NAT'L
2-T3-T2 3'0"7'0"Bath 200T3 (M.S.)N/A N/A 9 PAINT
3-1-D 3'0"7'0"Room 301 N/A N/A 5 NAT'L
3-1A-C 2'8"7'0"Room 301 closet N/A N/A 6 NAT'L
3-2-D1 3'0"6'8"Room 302 N/A N/A PAINT Lower height
3-2A-C1 2'0"6'6"Room 302 closet N/A N/A PAINT Lower height
3-3-D1 2'4"6'8"Room 303 N/A N/A PAINT Lower height
3-3A-C1 2'4"6'6"Room 303 closet N/A N/A PAINT Lower height
3-4-D 3'0"7'0"Room 304 N/A N/A 5 NAT'L Lower height
3-4A-C 2'8"7'0"Room 304 closet N/A N/A 6 NAT'L Lower height
3-5-D 3'0"7'0"Room 305 N/A N/A 5 NAT'L Lower height
3-5A-C 2'8"7'0"Room 305 closet N/A N/A 6 NAT'L Lower height
3-6-D 3'0"7'0"Room 306 N/A N/A 5 NAT'L Lower height
3-6A-C 3'0"7'0"Room 306 closet N/A N/A 6 NAT'L Lower height
3-7-D 3'0"7'0"Room 307 N/A N/A 5 NAT'L Lower height
3-7A-C 3'0"7'0"Room 307 closet A N/A N/A 6 NAT'L Lower height
3-7B-C 3'0"7'0"Room 307 closet B N/A N/A 6 NAT'L Lower height
3-8-D 3'0"7'0"Room 308 N/A N/A 5 NAT'L Lower height
3-8A-C 2'6"7'0"Room 308 closet N/A N/A 6 NAT'L Lower height
3-9-D 3'0"7'0"Room 309 N/A N/A 5 NAT'L Lower height
3-9A-C 2'6"7'0"Room 309 closet A N/A N/A 6 NAT'L Lower height
3-9B-C 2'2"7'0"Room 309 closet B N/A N/A 6 NAT'L Check width
3-10-D 3'0"7'0"Room 310 N/A N/A 5 NAT'L
3-10A-C 2'6"7'0"Room 310 closet A N/A N/A 6 NAT'L
3-10B-C 2'6"7'0"room 310 closet B N/A N/A 6 NAT'L
3-11-D 3'0"7'0"Room 311 N/A N/A 5 NAT'L
3-11A-C 2'6"7'0"Room 311 closet A N/A N/A 6 NAT'L
3-11B-C 2'6"7'0"Room 311 closet B N/A N/A 6 NAT'L
3-12-D 3'0"7'0"Room 312 N/A N/A 5 NAT'L
3-12A-C 2'6"7'0"Room 312 closet N/A N/A 6 NAT'L
3-C1-P 3'0"7'0"300ST3
Corridor 300C1 to stair
N/A N/A 3 NAT'L
3-C2-P 3'0"7'0"300ST3
Corridor 300C2 to stair
N/A N/A 3 NAT'L
3-HK-B1 3'0"6'6"Housekeeping closet N/A N/A 7 PAINT Lower height
3-ST1-S 2'8"6'8"Stair 300ST1 - Attic 1 hr Temp.NAT'L Confirm width
3-ST2-S 3'0"6'8"300ST2
Vestibule 300C3 to stair
1 hr Temp.4 NAT'L
3-ST4-S1 2'6"6'6"300ST4
Corridor 300C1 to stair
1 hr Temp.4 PAINT Lower height
3-T1-T3 2'4"6'6"Bath 300T1 N/A N/A 10 PAINT Confirm width
3-T2-T1 3'0"7'0"Accessible bath 300T2 N/A N/A 10 NAT'L
3-T3-T2 3'0"7'0"Bath 300T3 N/A N/A 9 PAINT
4-A1-A 1'0"6'8"Room 400A1 N/A N/A PAINT Measure
4-A1-A 2'10"6'8"Room 400A1 N/A N/A PAINT Measure
4-A2-A 2'8"6'8"Room 400A2 N/A N/A PAINT Measure
4-A3-A 2'8"6'8"Attic storage 400A3 N/A N/A PAINT Measure
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 4'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
Door ScheduleUnit SizeMarkWidth HeightLocation RatingDoor Fire (UF2)Glazing (UF3)Hardware (UF8)Finish Comments0-01-Z 5'0"7'4"Lobby 001 to porch 00P1 N/A Low E, Temp.2 PAINT0-02-X2 5'0"7'0"Lounge 002 to Lobby 001 N/A Low E, Temp.PAINT0-3-B 3'6"7'0"Laundry 003 N/A N/A 7 NAT'L0-4-T 3'0"7'0"Recycle 004 N/A N/A 7 NAT'L0-E1-E 3'0"7'0"Power closet 00E1 N/A N/A 8 NAT'L0-E2-E 3'0"7'0"L.S. closet 00E2 2 hr N/A 8 NAT'L0-E3-E 3'0"7'0"Data closet 00E3 N/A N/A 8 NAT'L0-HK-B 3'0"7'0"Custodial 00HK N/A N/A 7 NAT'L0-K-B2 5'0"7'0"Kitchenette 00K N/A Temp.7 NAT'L0-M1-Y 3'0"7'0"Control room 000M1 N/A N/A 8 NAT'L0-M3-E 2'8"7'0"00M3B.S. Sto. 2 00V2 to Mech. 2 N/A N/A 8 NAT'L0-M6-E 3'0"7'0"Sprinkler room 00M6 N/A N/A 8 NAT'L0-ST2-X 3'0"7'0"Stair 000ST2 to exterior N/A Low E, Temp.1 PAINT0-ST2-S 3'0"7'0"000ST2Vestibule 00V1 to Stair 1 hr Temp.4 NAT'L0-T-T1 3'0"7'0"Accessible toilet 00T N/A N/A 10 NAT'L0-V1-X 3'0"7'0"Vestibule 00V1 to exterior N/A Low E, Temp.1 PAINT0-V2-X 3'0"7'0"Vestibule 00V1 to exterior N/A Low E, Temp.1 PAINT1-1-D 3'0"7'0"Room 101 N/A N/A 5 NAT'L1-1A-C 3'0"7'0"Room 101 closet N/A N/A 6 NAT'L1-2-D 3'0"7'0"Room 102 N/A N/A 5 NAT'L1-2A-C 3'0"7'0"Room 102 closet N/A N/A 6 NAT'L1-3-D 3'0"7'0"Room 103 N/A N/A 5 NAT'L1-3A-C 3'0"7'0"Room 103 closet N/A N/A 6 NAT'L1-4-D 3'0"7'0"Room 104 N/A N/A 5 NAT'L1-4A-C 3'0"7'0"Room 104 closet A N/A N/A 6 NAT'L1-4B-C 3'0"7'0"Room 104 closet B N/A N/A 6 NAT'L1-5-D 3'0"7'0"Room 105 N/A N/A 5 NAT'L1-5A-C 2'6"7'0"Room 105 closet A N/A N/A 6 NAT'L1-5B-C 2'6"7'0"Room 105 closet B N/A N/A 6 NAT'L1-6-D 3'0"7'0"Room 106 (accessible)N/A N/A 5 NAT'L1-6A-C 2'6"7'0"Room 106 closet N/A N/A 6 NAT'L1-6T-T1 3'0"7'0"Accessible bath 106T N/A N/A 10 NAT'L1-7-D 3'0"7'0"Room 107 N/A N/A 5 NAT'L1-7A-C 3'0"7'0"Room 107 closet A N/A N/A 6 NAT'L1-7B-C 3'0"7'0"Room 107 closet B N/A N/A 6 NAT'L1-8-D 3'0"7'0"Room 108 N/A N/A 5 NAT'L1-8A-C 3'0"7'0"Room 108 closet N/A N/A 6 NAT'L1-8T-T1 2'6"7'0"Bath 108T N/A N/A 10 NAT'L1-9-D 3'0"7'0"Room 109 N/A N/A 5 NAT'L1-9A-C 3'0"7'0"Room 109 closet A N/A N/A 6 NAT'L1-9B-C 3'0"7'0"Room 109 closet B N/A N/A 6 NAT'L1-C2-P2 6'0"7'0"100C1Corridor 100C2 to foyer N/A N/A 3A NAT'L Bi-directional swings1-C5-P 2'10 1/2"7'3 1/4"100C1Corridor 100C5 to foyer N/A N/A NAT'L AWW2501-HK1-B 2'6"7'0"Housekeeping 100HK1 N/A N/A 7 NAT'L1-L3-P 3'0"7'0"Study 100L3 N/A N/A 11 NAT'L1-P2-X2 4'8"7'0"Porch 100P2 N/A N/A 1 PAINT w/ sidelight1-ST-Q 3'0"5'0"Storage closet 100ST N/A N/A 7 NAT'L Check height on site1-ST2-S 3'0"7'0"Stair 100ST2 1 hr Temp.4 NAT'L1-ST4-X 2'6"7'0"Stair 100ST4 to exterior N/A N/A 1 PAINT1-ST4-S 3'0"7'0"100ST4Corridor 100C5 to stair 1 hr Temp.4 NAT'L1-T1-T2 3'0"7'0"Bath 100T1 (M.S.)N/A N/A 9 PAINT1-T2-T1 3'0"7'0"Accessible bath 100T2 N/A N/A 10 NAT'L2-1-D 3'0"7'0"Room 201 N/A N/A 5 NAT'L2-1A-C 3'0"7'0"Room 201 closet A N/A N/A 6 NAT'L2-1B-C 3'0"7'0"Room 201 closet B N/A N/A 6 NAT'L2-2-D 3'0"7'0"Room 202 N/A N/A 5 NAT'L2-2A-C 3'0"7'0"Room 202 closet A N/A N/A 6 NAT'L2-2B-C 3'0"7'0"Room 202 closet B N/A N/A 6 NAT'L2-3-D 3'0"7'0"Room 203 N/A N/A 5 NAT'L2-3A-C 2'8"7'0"Room 203 closet A N/A N/A 6 NAT'L2-3B-C 3'0"7'0"Room 203 closet B N/A N/A 6 NAT'L2-4-D 3'0"7'0"Room 204 N/A N/A 5 NAT'L2-4A-C 2'8"7'0"Room 204 closet A N/A N/A 6 NAT'L2-4B-C 2'8"7'0"Room 204 closet B N/A N/A 6 NAT'L2-5-D 3'0"7'0"Room 205 N/A N/A 5 NAT'L2-5A-C 3'0"7'0"Room 205 closet A N/A N/A 6 NAT'L2-5B-C 3'0"7'0"Room 205 closet B N/A N/A 6 NAT'L2-6-D 3'0"7'0"Room 206 N/A N/A 5 NAT'L2-6A-C 2'6"7'0"Room 206 closet N/A N/A 6 NAT'L2-7-D 3'0"7'0"Room 207 N/A N/A 5 NAT'L2-7A-C 2'6"7'0"Room 207 closet N/A N/A 6 NAT'L2-8-D 3'0"7'0"Room 208 N/A N/A 5 NAT'L2-8A-C 2'6"7'0"Room 208 closet N/A N/A 6 NAT'L2-9-D 3'0"7'0"Room 209 N/A N/A 5 NAT'L2-9A-C 2'6"7'0"Room 209 closet N/A N/A 6 NAT'L2-10-D 3'0"7'0"Room 210 N/A N/A 5 NAT'L2-10A-C 3'0"7'0"Room 210 closet A N/A N/A 0/6 NAT'L2-10B-C 2'6"7'0"Room 210 closet B N/A N/A 6 NAT'L2-11-D 3'0"7'0"Room 211 N/A N/A 5 NAT'L
2-11A-C 3'0"7'0"Room 211 closet A N/A N/A 6 NAT'L
2-11B-C 2'6"7'0"Room 211 closet B N/A N/A 6 NAT'L
2-12-D 3'0"7'0"Room 212 N/A N/A 5 NAT'L
2-12A-C 2'6"7'0"Room 212 closet A N/A N/A 6 NAT'L
2-C2-P2 6'0"7'0"100C1
Corridor 100C2 to foyer
N/A N/A 3A NAT'L
2-C4-P 3'0"7'0"200ST3
Corridor 200C4 to stair
N/A N/A 3 NAT'L
2-HK-B 2'6"7'0"Housekeeping 200HK N/A N/A 7 NAT'L
2-ST-C 3'0"7'0"Storage closet N/A N/A 7 NAT'L
2-ST2-S 3'0"7'0"200ST2
Vestibule 200C3 to stair
1 hr Temp.3 NAT'L
2-ST4-S 3'0"7'0"200C4
Stair 200ST4 to corridor
1 hr Temp.3 NAT'L
2-T1-T1 3'0"7'0"Bath 200T1 (M.S.)N/A N/A 9 NAT'L
2-T2-T1 3'0"7'0"Accessible bath 200T2 N/A N/A 10 NAT'L
2-T3-T2 3'0"7'0"Bath 200T3 (M.S.)N/A N/A 9 PAINT
3-1-D 3'0"7'0"Room 301 N/A N/A 5 NAT'L
3-1A-C 2'8"7'0"Room 301 closet N/A N/A 6 NAT'L
3-2-D1 3'0"6'8"Room 302 N/A N/A PAINT Lower height
3-2A-C1 2'0"6'6"Room 302 closet N/A N/A PAINT Lower height
3-3-D1 2'4"6'8"Room 303 N/A N/A PAINT Lower height
3-3A-C1 2'4"6'6"Room 303 closet N/A N/A PAINT Lower height
3-4-D 3'0"7'0"Room 304 N/A N/A 5 NAT'L Lower height
3-4A-C 2'8"7'0"Room 304 closet N/A N/A 6 NAT'L Lower height
3-5-D 3'0"7'0"Room 305 N/A N/A 5 NAT'L Lower height
3-5A-C 2'8"7'0"Room 305 closet N/A N/A 6 NAT'L Lower height
3-6-D 3'0"7'0"Room 306 N/A N/A 5 NAT'L Lower height
3-6A-C 3'0"7'0"Room 306 closet N/A N/A 6 NAT'L Lower height
3-7-D 3'0"7'0"Room 307 N/A N/A 5 NAT'L Lower height
3-7A-C 3'0"7'0"Room 307 closet A N/A N/A 6 NAT'L Lower height
3-7B-C 3'0"7'0"Room 307 closet B N/A N/A 6 NAT'L Lower height
3-8-D 3'0"7'0"Room 308 N/A N/A 5 NAT'L Lower height
3-8A-C 2'6"7'0"Room 308 closet N/A N/A 6 NAT'L Lower height
3-9-D 3'0"7'0"Room 309 N/A N/A 5 NAT'L Lower height
3-9A-C 2'6"7'0"Room 309 closet A N/A N/A 6 NAT'L Lower height
3-9B-C 2'2"7'0"Room 309 closet B N/A N/A 6 NAT'L Check width
3-10-D 3'0"7'0"Room 310 N/A N/A 5 NAT'L
3-10A-C 2'6"7'0"Room 310 closet A N/A N/A 6 NAT'L
3-10B-C 2'6"7'0"room 310 closet B N/A N/A 6 NAT'L
3-11-D 3'0"7'0"Room 311 N/A N/A 5 NAT'L
3-11A-C 2'6"7'0"Room 311 closet A N/A N/A 6 NAT'L
3-11B-C 2'6"7'0"Room 311 closet B N/A N/A 6 NAT'L
3-12-D 3'0"7'0"Room 312 N/A N/A 5 NAT'L
3-12A-C 2'6"7'0"Room 312 closet N/A N/A 6 NAT'L
3-C1-P 3'0"7'0"300ST3
Corridor 300C1 to stair
N/A N/A 3 NAT'L
3-C2-P 3'0"7'0"300ST3
Corridor 300C2 to stair
N/A N/A 3 NAT'L
3-HK-B1 3'0"6'6"Housekeeping closet N/A N/A 7 PAINT Lower height
3-ST1-S 2'8"6'8"Stair 300ST1 - Attic 1 hr Temp.NAT'L Confirm width
3-ST2-S 3'0"6'8"300ST2
Vestibule 300C3 to stair
1 hr Temp.4 NAT'L
3-ST4-S1 2'6"6'6"300ST4
Corridor 300C1 to stair
1 hr Temp.4 PAINT Lower height
3-T1-T3 2'4"6'6"Bath 300T1 N/A N/A 10 PAINT Confirm width
3-T2-T1 3'0"7'0"Accessible bath 300T2 N/A N/A 10 NAT'L
3-T3-T2 3'0"7'0"Bath 300T3 N/A N/A 9 PAINT
4-A1-A 1'0"6'8"Room 400A1 N/A N/A PAINT Measure
4-A1-A 2'10"6'8"Room 400A1 N/A N/A PAINT Measure
4-A2-A 2'8"6'8"Room 400A2 N/A N/A PAINT Measure
4-A3-A 2'8"6'8"Attic storage 400A3 N/A N/A PAINT Measure
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 4'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
Door Schedule
Unit Size
MarkWidthHeightLocation Rating
Door Fire
(UF2)
Glazing
(UF3)
Hardware
(UF8)
Finish
Comments
0-01-Z 5'0"7'4"Lobby 001 to porch 00P1 N/A Low E, Temp.2 PAINT
0-02-X2 5'0"7'0"Lounge 002 to Lobby 001 N/A Low E, Temp.PAINT
0-3-B 3'6"7'0"Laundry 003 N/A N/A 7 NAT'L
0-4-T 3'0"7'0"Recycle 004 N/A N/A 7 NAT'L
0-E1-E 3'0"7'0"Power closet 00E1 N/A N/A 8 NAT'L
0-E2-E 3'0"7'0"L.S. closet 00E2 2 hr N/A 8 NAT'L
0-E3-E 3'0"7'0"Data closet 00E3 N/A N/A 8 NAT'L
0-HK-B 3'0"7'0"Custodial 00HK N/A N/A 7 NAT'L
0-K-B2 5'0"7'0"Kitchenette 00K N/A Temp.7 NAT'L
0-M1-Y 3'0"7'0"Control room 000M1 N/A N/A 8 NAT'L
0-M3-E 2'8"7'0"00M3
B.S. Sto. 2 00V2 to Mech. 2
N/A N/A 8 NAT'L
0-M6-E 3'0"7'0"Sprinkler room 00M6 N/A N/A 8 NAT'L
0-ST2-X 3'0"7'0"Stair 000ST2 to exterior N/A Low E, Temp.1 PAINT
0-ST2-S 3'0"7'0"000ST2
Vestibule 00V1 to Stair
1 hr Temp.4 NAT'L
0-T-T1 3'0"7'0"Accessible toilet 00T N/A N/A 10 NAT'L
0-V1-X 3'0"7'0"Vestibule 00V1 to exterior N/A Low E, Temp.1 PAINT
0-V2-X 3'0"7'0"Vestibule 00V1 to exterior N/A Low E, Temp.1 PAINT
1-1-D 3'0"7'0"Room 101 N/A N/A 5 NAT'L
1-1A-C 3'0"7'0"Room 101 closet N/A N/A 6 NAT'L
1-2-D 3'0"7'0"Room 102 N/A N/A 5 NAT'L
1-2A-C 3'0"7'0"Room 102 closet N/A N/A 6 NAT'L
1-3-D 3'0"7'0"Room 103 N/A N/A 5 NAT'L
1-3A-C 3'0"7'0"Room 103 closet N/A N/A 6 NAT'L
1-4-D 3'0"7'0"Room 104 N/A N/A 5 NAT'L
1-4A-C 3'0"7'0"Room 104 closet A N/A N/A 6 NAT'L
1-4B-C 3'0"7'0"Room 104 closet B N/A N/A 6 NAT'L
1-5-D 3'0"7'0"Room 105 N/A N/A 5 NAT'L
1-5A-C 2'6"7'0"Room 105 closet A N/A N/A 6 NAT'L
1-5B-C 2'6"7'0"Room 105 closet B N/A N/A 6 NAT'L
1-6-D 3'0"7'0"Room 106 (accessible)N/A N/A 5 NAT'L
1-6A-C 2'6"7'0"Room 106 closet N/A N/A 6 NAT'L
1-6T-T1 3'0"7'0"Accessible bath 106T N/A N/A 10 NAT'L
1-7-D 3'0"7'0"Room 107 N/A N/A 5 NAT'L
1-7A-C 3'0"7'0"Room 107 closet A N/A N/A 6 NAT'L
1-7B-C 3'0"7'0"Room 107 closet B N/A N/A 6 NAT'L
1-8-D 3'0"7'0"Room 108 N/A N/A 5 NAT'L
1-8A-C 3'0"7'0"Room 108 closet N/A N/A 6 NAT'L
1-8T-T1 2'6"7'0"Bath 108T N/A N/A 10 NAT'L
1-9-D 3'0"7'0"Room 109 N/A N/A 5 NAT'L
1-9A-C 3'0"7'0"Room 109 closet A N/A N/A 6 NAT'L
1-9B-C 3'0"7'0"Room 109 closet B N/A N/A 6 NAT'L
1-C2-P2 6'0"7'0"100C1
Corridor 100C2 to foyer
N/A N/A 3A NAT'L Bi-directional swings
1-C5-P 2'10 1/2"7'3 1/4"100C1
Corridor 100C5 to foyer
N/A N/A NAT'L AWW250
1-HK1-B 2'6"7'0"Housekeeping 100HK1 N/A N/A 7 NAT'L
1-L3-P 3'0"7'0"Study 100L3 N/A N/A 11 NAT'L
1-P2-X2 4'8"7'0"Porch 100P2 N/A N/A 1 PAINT w/ sidelight
1-ST-Q 3'0"5'0"Storage closet 100ST N/A N/A 7 NAT'L Check height on site
1-ST2-S 3'0"7'0"Stair 100ST2 1 hr Temp.4 NAT'L
1-ST4-X 2'6"7'0"Stair 100ST4 to exterior N/A N/A 1 PAINT
1-ST4-S 3'0"7'0"100ST4
Corridor 100C5 to stair
1 hr Temp.4 NAT'L
1-T1-T2 3'0"7'0"Bath 100T1 (M.S.)N/A N/A 9 PAINT
1-T2-T1 3'0"7'0"Accessible bath 100T2 N/A N/A 10 NAT'L
2-1-D 3'0"7'0"Room 201 N/A N/A 5 NAT'L
2-1A-C 3'0"7'0"Room 201 closet A N/A N/A 6 NAT'L
2-1B-C 3'0"7'0"Room 201 closet B N/A N/A 6 NAT'L
2-2-D 3'0"7'0"Room 202 N/A N/A 5 NAT'L
2-2A-C 3'0"7'0"Room 202 closet A N/A N/A 6 NAT'L
2-2B-C 3'0"7'0"Room 202 closet B N/A N/A 6 NAT'L
2-3-D 3'0"7'0"Room 203 N/A N/A 5 NAT'L
2-3A-C 2'8"7'0"Room 203 closet A N/A N/A 6 NAT'L
2-3B-C 3'0"7'0"Room 203 closet B N/A N/A 6 NAT'L
2-4-D 3'0"7'0"Room 204 N/A N/A 5 NAT'L
2-4A-C 2'8"7'0"Room 204 closet A N/A N/A 6 NAT'L
2-4B-C 2'8"7'0"Room 204 closet B N/A N/A 6 NAT'L
2-5-D 3'0"7'0"Room 205 N/A N/A 5 NAT'L
2-5A-C 3'0"7'0"Room 205 closet A N/A N/A 6 NAT'L
2-5B-C 3'0"7'0"Room 205 closet B N/A N/A 6 NAT'L
2-6-D 3'0"7'0"Room 206 N/A N/A 5 NAT'L
2-6A-C 2'6"7'0"Room 206 closet N/A N/A 6 NAT'L
2-7-D 3'0"7'0"Room 207 N/A N/A 5 NAT'L
2-7A-C 2'6"7'0"Room 207 closet N/A N/A 6 NAT'L
2-8-D 3'0"7'0"Room 208 N/A N/A 5 NAT'L
2-8A-C 2'6"7'0"Room 208 closet N/A N/A 6 NAT'L
2-9-D 3'0"7'0"Room 209 N/A N/A 5 NAT'L
2-9A-C 2'6"7'0"Room 209 closet N/A N/A 6 NAT'L
2-10-D 3'0"7'0"Room 210 N/A N/A 5 NAT'L
2-10A-C 3'0"7'0"Room 210 closet A N/A N/A 0/6 NAT'L
2-10B-C 2'6"7'0"Room 210 closet B N/A N/A 6 NAT'L
2-11-D 3'0"7'0"Room 211 N/A N/A 5 NAT'L
2-11A-C 3'0"7'0"Room 211 closet A N/A N/A 6 NAT'L
2-11B-C 2'6"7'0"Room 211 closet B N/A N/A 6 NAT'L
2-12-D 3'0"7'0"Room 212 N/A N/A 5 NAT'L
2-12A-C 2'6"7'0"Room 212 closet A N/A N/A 6 NAT'L
2-C2-P2 6'0"7'0"100C1
Corridor 100C2 to foyer
N/A N/A 3A NAT'L
2-C4-P 3'0"7'0"200ST3
Corridor 200C4 to stair
N/A N/A 3 NAT'L
2-HK-B 2'6"7'0"Housekeeping 200HK N/A N/A 7 NAT'L
2-ST-C 3'0"7'0"Storage closet N/A N/A 7 NAT'L
2-ST2-S 3'0"7'0"200ST2
Vestibule 200C3 to stair
1 hr Temp.3 NAT'L
2-ST4-S 3'0"7'0"200C4
Stair 200ST4 to corridor
1 hr Temp.3 NAT'L
2-T1-T1 3'0"7'0"Bath 200T1 (M.S.)N/A N/A 9 NAT'L
2-T2-T1 3'0"7'0"Accessible bath 200T2 N/A N/A 10 NAT'L
2-T3-T2 3'0"7'0"Bath 200T3 (M.S.)N/A N/A 9 PAINT
3-1-D 3'0"7'0"Room 301 N/A N/A 5 NAT'L
3-1A-C 2'8"7'0"Room 301 closet N/A N/A 6 NAT'L
3-2-D1 3'0"6'8"Room 302 N/A N/A PAINT Lower height
3-2A-C1 2'0"6'6"Room 302 closet N/A N/A PAINT Lower height
3-3-D1 2'4"6'8"Room 303 N/A N/A PAINT Lower height
3-3A-C1 2'4"6'6"Room 303 closet N/A N/A PAINT Lower height
3-4-D 3'0"7'0"Room 304 N/A N/A 5 NAT'L Lower height
3-4A-C 2'8"7'0"Room 304 closet N/A N/A 6 NAT'L Lower height
3-5-D 3'0"7'0"Room 305 N/A N/A 5 NAT'L Lower height
3-5A-C 2'8"7'0"Room 305 closet N/A N/A 6 NAT'L Lower height
3-6-D 3'0"7'0"Room 306 N/A N/A 5 NAT'L Lower height
3-6A-C 3'0"7'0"Room 306 closet N/A N/A 6 NAT'L Lower height
3-7-D 3'0"7'0"Room 307 N/A N/A 5 NAT'L Lower height
3-7A-C 3'0"7'0"Room 307 closet A N/A N/A 6 NAT'L Lower height
3-7B-C 3'0"7'0"Room 307 closet B N/A N/A 6 NAT'L Lower height
3-8-D 3'0"7'0"Room 308 N/A N/A 5 NAT'L Lower height
3-8A-C 2'6"7'0"Room 308 closet N/A N/A 6 NAT'L Lower height
3-9-D 3'0"7'0"Room 309 N/A N/A 5 NAT'L Lower height
3-9A-C 2'6"7'0"Room 309 closet A N/A N/A 6 NAT'L Lower height
3-9B-C 2'2"7'0"Room 309 closet B N/A N/A 6 NAT'L Check width
3-10-D 3'0"7'0"Room 310 N/A N/A 5 NAT'L
3-10A-C 2'6"7'0"Room 310 closet A N/A N/A 6 NAT'L
3-10B-C 2'6"7'0"room 310 closet B N/A N/A 6 NAT'L
3-11-D 3'0"7'0"Room 311 N/A N/A 5 NAT'L
3-11A-C 2'6"7'0"Room 311 closet A N/A N/A 6 NAT'L
3-11B-C 2'6"7'0"Room 311 closet B N/A N/A 6 NAT'L
3-12-D 3'0"7'0"Room 312 N/A N/A 5 NAT'L
3-12A-C 2'6"7'0"Room 312 closet N/A N/A 6 NAT'L
3-C1-P 3'0"7'0"300ST3
Corridor 300C1 to stair
N/A N/A 3 NAT'L
3-C2-P 3'0"7'0"300ST3
Corridor 300C2 to stair
N/A N/A 3 NAT'L
3-HK-B1 3'0"6'6"Housekeeping closet N/A N/A 7 PAINT Lower height
3-ST1-S 2'8"6'8"Stair 300ST1 - Attic 1 hr Temp.NAT'L Confirm width
3-ST2-S 3'0"6'8"300ST2
Vestibule 300C3 to stair
1 hr Temp.4 NAT'L
3-ST4-S1 2'6"6'6"300ST4
Corridor 300C1 to stair
1 hr Temp.4 PAINT Lower height
3-T1-T3 2'4"6'6"Bath 300T1 N/A N/A 10 PAINT Confirm width
3-T2-T1 3'0"7'0"Accessible bath 300T2 N/A N/A 10 NAT'L
3-T3-T2 3'0"7'0"Bath 300T3 N/A N/A 9 PAINT
4-A1-A 1'0"6'8"Room 400A1 N/A N/A PAINT Measure
4-A1-A 2'10"6'8"Room 400A1 N/A N/A PAINT Measure
4-A2-A 2'8"6'8"Room 400A2 N/A N/A PAINT Measure
4-A3-A 2'8"6'8"Attic storage 400A3 N/A N/A PAINT Measure
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 4'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 2'4 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
-P 1'10 1/2"7'3 1/4"N/A N/A PAINT AWW250
DOOR X
EXTERIOR SINGLE ENTRY.
"SPECIAL LITE" FIBERGLASS
DOOR Y
EXTERIOR
FLUSH INSUL. METAL
DOOR S
STAIR
1 HOUR VISION PANEL.
HOLD OPEN.
DOOR Z
DOUBLE DOORS
"SPECIAL LITE" FIG.
DOOR X2
DOOR Q
CUSTOM SHORT DOOR5'-0"7'-0"7'-0"7'-0"7'-0"7'-4"3'-0"
4'-8"
CONFIRM 9'-2" +/-5"9"5"9"912"5"5"
3"5'-0"
R.O.
3"
DOOR B,C,D,T DOOR B2
KITCHEN
DOOR E
FLUSH HOLLOW METAL
W/ WELDED FRAME.
1 OR 2 HR.
DOOR P DOOR P
RATED
DOOR P2
NOTE: THESE DOORS OPEN IN
OPPOSITE DIRECTIONS - IS THAT
POSSIBLE?7'-0"7'-0"7'-0"7'-0"7'-0"5'-0"#Location Includes:Notes
1 Exterior single Card access, panic device Auto door openers on 0-VI-X only
2 Exterior double Card access, auto door opener
3 Smoke doors Hold opens
3A Double smoke doors Hold opens Bi-directional swings
4 Stair doors Panic device, hold opens
5 Dorms Closers
6 Dorm room closets
7 Recycling, Kitchenette
Custodial storage, Laundry,
8 Mechanical and electrical
9 Toilet - Multi-stall
10 Toilet - Single occupancy Closer
10A Toilet - Single occupancy w/ auto opener
11 Passage: Study
MODIFIED
WINDOW
SCHEDULE
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONWINDOW SCHEDULE
FloorNumberTypeLocation Sash Operation - PROPOSED Glazing Comments
00-07-A Bath (300T3)INSERT, SH LOW E ARGON-FILLED ADD TRANS. FILM
01-07-J.3 102 (Single)INSERT, SH LOW E ARGON FILLED REPLACE SASHES WITH CLEAR
01-08-J.4 102 (Single)INSERT, SH LOW E ARGON FILLED REPLACE SASHES WITH CLEAR
01-19-J Bath (100T3)INSERT, SH LOW E ARGON FILLED ADD TRANS. FILM
01-20-J Bath (100T2)INSERT, SH LOW E ARGON FILLED ADD TRANS. FILM
01-26-M Bath (100T1)INSERT, SH LOW E ARGON-FILLED ADD TRANS. FILM
02-20-Q Bath (200T3)INSERT, SH LOW E ARGON-FILLED ADD TRANS. FILM
02-21-Q Bath (200T2)INSERT, SH LOW E ARGON-FILLED ADD TRANS. FILM
02-22-Q Bath (200T2)INSERT, SH LOW E ARGON-FILLED ADD TRANS. FILM
02-23-Q Bath (200T2)INSERT, SH LOW E ARGON-FILLED ADD TRANS. FILM
02-30-KK.1 Double (200)INSERT, SH LOW E ARGON-FILLED REPLACE SASHES WITH CLEAR
02-31-KK Double (200)INSERT, SH LOW E ARGON-FILLED REPLACE SASHES WITH CLEAR
02-32-KK Double (200)INSERT, SH LOW E ARGON-FILLED REPLACE SASHES WITH CLEAR
03-21-U Single (301)INSERT, SH LOW E ARGON-FILLED REPLACE SASHES WITH CLEAR
03-22-U Single (301)INSERT, SH LOW E ARGON-FILLED
REPLACE SASHES WITH CLEAR
X01-13-I Addition (100C4)INSERT SH LOW E ARGON-FILLED
X02-13-Q2 Addition (100C4)INSERT SH LOW E ARGON-FILLED
X02-14-Q3 Addition (100ST2)INSERT SH LOW E ARGON-FILLED TEMPERED
X03-11-Q5 Addition (200C4)INSERT SH LOW E ARGON-FILLED
X03-12-Q5 Addition (200C4)INSERT SH LOW E ARGON-FILLED
X03-12.5-Q6 Addition (300C4)INSERT SH LOW E ARGON-FILLED
X03-13-Q Addition (300C4)INSERT SH LOW E ARGON-FILLED
X04-01-CC.1 Addition (200ST2)INSERT SH LOW E ARGON-FILLED TEMPERED
X04-01-CC Addition (200ST2)INSERT SH LOW E ARGON-FILLED TEMPERED
01-26-M
01-07-J.301-08-J.4
01-20-J01-19-J
ELEC. PANEL
P.TOW.
LIVING ROOM
100L1
UPDN1-7-D
1-T2-T1
1-ST4-S
1-8-D1-8A-C
1-C5-P
1-7A-C1-7B-C
1-ST-Q
ROOF
1-9B-C1-9A-C1-3A-C
UP
DN
X01-13-I
X02-14-Q3
1-4A-C
1-1A-C
BATH
108T
STUDY
100L3
LIVING ROOM
100L2
DOUBLE
109
PORCH
100P2
SINGLE
101
SINGLE
102
SINGLE
103
CORRIDOR
100C2
FOYER
100C1VEST
100C4
CORRIDOR
100C3
BATH
100T1
COR.
100C5
ACC. DOUBLE
104
STAIR
100ST4
PORCH
100P1
STAIR
100ST3
STAIR
100ST1
DOUBLE
105 ACC. SINGLE
106
DOUBLE
107
SINGLE
108
1-ST2-S
BATH
100T2
1-5-D
1-5A-C
1-5B-C
1-6-D
1-4-D1-4B-C 1-3-D 1-2-D 1-1-D
1-6A-C
1-L3-P
1-P2-X2
1-9-D
1-T1-T2
1-2A-C
1-HK1-B
1-ST4-X
STO.
100ST
1-C2-P2
75 SF
5 OCC.
215 SF
14 OCC.
272 SF15 OCC.
P.TOW.
S.NAP.
S.NAP.
H.K.
100HK1
BATH
106T
CUBBIES
STAIR
100ST2
CUBBIES
1-6T-T1
1-8T-T1
X04-01-CC.1
X02-13-Q2
FIRST FLOOR PLAN
Scale: 3/32" = 1'-0"1
ADD TRANS. FILM
ADD TRANS. FILM (2)
TO REMAIN
INFILL
UP DN02-20-Q 02-21-Q 02-22-Q
02-23-Q
02-30-KK.1 02-31-KK 02-32-KK
ELEC. PANELROOF
ROOF
UPDN2-T3-T2P.TOW.S.NAP.P.TOW.
S.NAP.
S.NAP.
P.TOW.
X03-11-Q5
X04-01-CC
VEST
200C3
X03-12-Q5
2-ST2-S
2-5-D
2-ST-C
2-10A-C
2-1B-C
2-11A-C
2-3B-C
SINGLE
209
SINGLE
212
CORRIDOR
200C2
SINGLE
208 SINGLE
207 ACC. SINGLE
206
DOUBLE
205
CORRIDOR
200C1
DOUBLE
204
DOUBLE
203
STAIR
200ST4
STAIR
200ST3
DOUBLE
210
DOUBLE
211
DOUBLE
201
2-12A-C
2-11-D 2-12-D
2-11B-C
2-10-D
2-9-D 2-8-D 2-7-D 2-6-D
2-10B-C
2-9A-C
2-8A-C
2-7A-C 2-6A-C
2-4-D
2-3-D
2-1A-C
2-1-D 2-3A-C
2-4A-C 2-4B-C
2-C4-P
2-ST4-S
2-HK-B
2-T2-T1
2-T1-T1
2-2-D
2-2A-C
2-5B-C
BATH
200T1
DOUBLE
202
HK
200HK
BATH
200T3
2-C2-P2
STAIR
200ST2
ACC BATH
200T2
CUBBIES
2-5A-C
COR.
200C4
2-2B-C
CUBBIES
SECOND FLOOR PLAN
Scale: 3/32" = 1'-0"2
REPLACE SASHES
ADD TRANS. FILM
03-22-U
03-21-U
00-07-ADN
ELEC. PANELUP
DN S.NAP.P.TOW.X03-13-Q
VEST
300C3
X03-12.5-Q6
3-ST2-S DOUBLE
310 DOUBLE
309
CORRIDOR
300C2
SINGLE
306
SINGLE
304
STAIR
300ST3
STAIR
300ST4
SINGLE
303
SINGLE
302
SINGLE
301
3-6A-C
3-5A-C
DOUBLE
311
SINGLE
312
3-8-D
3-7A-C
3-7B-C
3-HK-B1
3-11-D
3-11B-C
3-12-D 3-T3-T2
3-10-D
3-9-D
3-11A-C 3-12A-C
3-10A-C
3-10B-C
3-ST1-S
3-9A-C
3-9B-C
3-8A-C
3-7-D
3-6-D
3-1A-C 3-5-D
3-4A-C
3-4-D
3-2-D1
3-2A-C1 3-T1-T3
3-ST4-S1
3-3-D1
3-3A-C1
3-T2-T1 ACC BATH
300T2
3-C2-P
STAIR
300ST2
3-C1-P
P.TOW.
BATH
300T1
P.TOW.CORRIDOR
300C1
STAIR
300ST1
SINGLE
308
DOUBLE
307
SINGLE
305
3-1-D
BATH
300T3
A-7.6
A
B
C
D
THIRD FLOOR PLAN
Scale: 3/32" = 1'-0"3
REPLACE SASHES
REPLACE WINDOW
WITH ARCHED A-TYPE
FULL FRAME WINDOW,
ADD TRANS. FILM
Q.2
04-01-CC
04-01-CC.1
TEMPERED
Q3
CC.1
02-14-Q3
EAST ELEVATION
Scale: 1/8" = 1'-0"4
PIT
BB
J.1
03-12-Q5
03-12.5-Q6
Q.5 02-13-Q2
Q.6
CC
FLASH NEW WALL AND
REPAIR STANDING SEAM
COPPER AT CORNICE
RETURN, BEYOND
MATCH NEW SLATES TO
EXISTING
FULLY FLASH NEW ROOF TO
EXISTING SIDEWALL.
OUTDOOR UNIT FOR
CONTROL ROOM MINI SPLIT
- CONFIRM
WEST ELEVATION
Scale: 1/8" = 1'-0"6
Q.2
KKL
A
U U Q
I.1
DCBA.1
SR R
PIT
Q
Q.5
I
ARCHED PANEL INFILL
BY G.C.
NEW ERV VENT AT CHIMNEY DEMO
03-13-Q
03-11-Q5
01-13-I
FLASH WALL AND
REPAIR COPPER
ROOFING AT
INTERSECTION OF
NEW AND DEEP
CORNICE RETURN.
LINE OF ADDITION
BEYOND
SOUTH ELEVATION
Scale: 1/8" = 1'-0"7
Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface
of stairways, landings between flights of stairs and ramps shall be considered a hazardous location.
1. The side of a stairway, landing or ramp that has a guard complying with the provisions of
Sections 1015 and 1607.8, and the plane of the glass is greater than 18 inches (457 mm) from the railing.
2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface.
INTERIOR
ELEVATIONS -
00K, 003
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONA9'-8"11'-018"
B
9'-6"
C
11'-018"
D
9'-6"
LAUNDRY 003
Scale: 1/2" = 1'-0"2
DW
FRIG.(2) WASHERS(2)
STACKED
DRIERSKITCHENETTE
00K
RECYCLE
004
M.WAVE PANTRYWALL
OVEN FOLDING
LAUNDRY
003RECYCLINGTRASHA-7.0
A
D
C
B
A-7.0
A
D
C
B
2'-634"4'-738"2'-1"3"2'-5"2'-138"
4'-758"2'-438"434"2'-012"434"4'-238"
A-7.1
A
B
C
D
KITCHEN SINK: INCLUDE
GARBAGE DISPOSAL AND
FILTERED BOTTLE FILL (ELKAY
BRAND)
ELEC. RANGE
AND HOOD
DUCT TO
OUTSIDE
DUCT TO
OUTSIDE
KITCHENETTE & LAUNDRY
Scale: 1/2" = 1'-0"1
A
14'-012"9'-8"4" +/-AAB GROUP 2
COMPLIANT OVEN
PULL-OUT
TRAY
SOFFIT
B
RECYCLING TRASH
12'-9"
TYP. P-LAM SHELVES ON HEAVY DUTY
WALL-MTD BRACKETS
HOOD
14'-012"
DW
C D
VINYL BASEBOARD
PANTRY SHELVING
KITCHENETTE 00K
Scale: 1/2" = 1'-0"3
INTERIOR
ELEVATIONS -
004, 00T1
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONACC. TLT.
00T
A-7.1
A
D
C
B 7'-714"6'-0" CLEAR
1'-8"4'-734"
000T1
Scale: 1/2" = 1'-0"9 9'-8" +/-6'-0"
3'-6"1'-0"
SN-1
GB-1
A8'-8" +/-NEW CEILING9"
TP-2
5'-0" WAINSCOT9'-738" +/-
B
WB-1
8"29"MIN.34" MAX.27"MIN.6'-0"
C 3'-6" MAX.SD-1
MR-1
40" MAX.9'-738" +/-
6"3'-0"2'-10"GB-1
D
WB-1
29"MIN.PT-1
27"MIN.34" MAX.ACC. TOILET 00T1
Scale: 1/2" = 1'-0"3
A B
C 4'-1"FRP WAINSCOT AND TRIM
D RECYCLE 004
Scale: 1/2" = 1'-0"2
ACC. TLT.
(2)
STACKED
DRIERS
RECYCLE
004
DATA CLO.RECYCLINGRRR
C
A-7.1
A
B
C
D
RECYCLE
Scale: 1/2" = 1'-0"1
BATHROOM ACCESSORIES
CB-6
CB-8
CB-10
FS-1
GB-1
GB-2
HK-2
HK-4
MR-1
PT-1
SD-1
SN-1
TP-1
TP-2
WB-1
6 CUBBIES
8 CUBBIES
10 CUBBIES
FOLDING SHOWER SEAT
GRAB BAR: MOUNTED 33"-36"
SHOWER GRAB BAR 1 1/2" DIA. 1
1/2" CLEAR FROM WALL
SHOWER HOOKS (2)
SHOWER HOOKS (4)
MIRROR - BOTTOM EDGE 40"
ABOVE FLOOR
PAPER TOWEL DISPENSER -
CONTROLS 42" MAX. ABOVE
FLOOR
SOAP DISPENSER - CONTROLS 42"
MAX. ABOVE FLOOR
SANITARY NAPKIN BIN
TOILET PAPER HOLDER (SINGLE)
- 24" ABOVE FINISH FLOOR
TOILET PAPER HOLDER (DOUBLE)
- 24" ABOVE FINISH FLOOR
WASTE BASKET
PLUMBING FIXTURES
FD-1
HW-1
P-1
SH-32
SH-36
TS-60
FLOOR DRAIN
HAIR WASH SINK
ROLL-IN SHOWER BASE WITH
FLOOR DRAIN AT FRONT
32" SHOWER - NO ROLL-IN,
ACCESSIBLE BY TRANSFER
SOLID SURFACE ONE-PIECE BASE
(84" HIGH) & MULTI-PIECE
SHOWER STALL INSTALLED ON
3/4" MARINE GRADE PLYWOOD,
SECURE GRAB BARS TO SOLID
BLOCKING
SOLID SURFACE TUB
SURROUNDING
ELECTRICAL FIXTURES
DS-1 DOOR ACTIVATION SWITCH
INTERIOR
ELEVATIONS -
106T,100T1
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTION9'-6"8'-6" +/-NEW CEILINGA
15'-314" +/-
HK-2
6'-6" CURTAIN ROD6'-8" SHOWER HEAD4'-0" MAX.7'-0"P-1
SH-36
FD-1
8"
INFILL OLD WINDOW
LOCATION
CB-8
B
WB-1
SH-36
5'-0" WAINSCOTHW-1
13'-6"
C
15'-314" +/-3'-6" MAX.PT-1
4'-0" MAX.CB-8
D
13'-6" +/-29" MIN.27" MIN.34" MAX.4"SD-1
3'-0"SOAP DISPENSERSBATH 100T1
Scale: 3/8" = 1'-0"3
UPDRESSERA-7.2
A
B
C
D1'-6"5'-0"1'-212"
P.TOW.
A-7.2
A1
B
C
D
S.NAP.
S.NAP.
TP-2
FS-1
CUBBIES
FD-12'-9"4'-9"
HK-22'-9"2'-10"7'-11"1'-6"3'-0" +/-1'-6"3'-0"2'-6"NOTE OVERLAP
OF SINK AND
FRONT OF TUB
3'-0"2'-6"434"3'-0"7"3'-0"CUBBIES
106T & 100T1
Scale: 3/8" = 1'-0"1 9'-6"6'-078"
SN-1
GB-1
TP-1
A8'-6" +/-3'-6"6"
PROVIDE PAINTED
WOOD BLOCKING
ACROSS WINDOW
FRAME FOR
MOUNTING BAR
5'-0" WAINSCOT6'-1118"3'-214"
6"3'-0"2'-10"GB-1
B
MR-1
3'-0"2'-0" MAX.3'-6" MAX.SD-1
6'-8"7'-0"40" MAX.4'-0"
C29" MIN.27"MIN.34" MAX.3'-0"3'-4"SEAMS IN BACK WALL
LOCATED SYMMETRICALLY TO
AVOID CONTROLS 6'-212"
GB-2
19"MAX.FS-1
8"
SH-36
P-1
3'-0"6'-1114"
D6'-6" CURTAIN ROD7'-0"WB-1
HK-2
BATH 106T
Scale: 1/2" = 1'-0"2
BATHROOM ACCESSORIES
CB-6
CB-8
CB-10
FS-1
GB-1
GB-2
HK-2
HK-4
MR-1
PT-1
SD-1
SN-1
TP-1
TP-2
WB-1
6 CUBBIES
8 CUBBIES
10 CUBBIES
FOLDING SHOWER SEAT
GRAB BAR: MOUNTED 33"-36"
SHOWER GRAB BAR 1 1/2" DIA. 1
1/2" CLEAR FROM WALL
SHOWER HOOKS (2)
SHOWER HOOKS (4)
MIRROR - BOTTOM EDGE 40"
ABOVE FLOOR
PAPER TOWEL DISPENSER -
CONTROLS 42" MAX. ABOVE
FLOOR
SOAP DISPENSER - CONTROLS 42"
MAX. ABOVE FLOOR
SANITARY NAPKIN BIN
TOILET PAPER HOLDER (SINGLE)
- 24" ABOVE FINISH FLOOR
TOILET PAPER HOLDER (DOUBLE)
- 24" ABOVE FINISH FLOOR
WASTE BASKET
PLUMBING FIXTURES
FD-1
HW-1
P-1
SH-32
SH-36
TS-60
FLOOR DRAIN
HAIR WASH SINK
ROLL-IN SHOWER BASE WITH
FLOOR DRAIN AT FRONT
32" SHOWER - NO ROLL-IN,
ACCESSIBLE BY TRANSFER
SOLID SURFACE ONE-PIECE BASE
(84" HIGH) & MULTI-PIECE
SHOWER STALL INSTALLED ON
3/4" MARINE GRADE PLYWOOD,
SECURE GRAB BARS TO SOLID
BLOCKING
SOLID SURFACE TUB
SURROUNDING
ELECTRICAL FIXTURES
DS-1 DOOR ACTIVATION SWITCH
INTERIOR
ELEVATIONS -
100T2, 108A
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONBATH
108T PORCH
100P1
RETAIN EXISTING TUB.
SLIDING GLASS DOORS
AND INTEGRAL F.G.
SURROUND
REMOVE DOOR AND
INSTALL NEW
SHELVING
A-7.3
A
B
C
D
PATCH WALL
2'-8"
108A
Scale: 1/2" = 1'-0"1 9'-712" +/-8'-312"
3'-118"712"3'-0"A
NEW GYP. BOARD
CEILING AT FULL
HEIGHT
WB-1
RETAIN SLIDING
GLASS DOORS
5'-0" WAINSCOT7'-2"
5'-0"
B
REMOVE DOOR AND ADD
NEW OPEN SHELVING
EXISTING BATH
TUB TO REMAIN
AND INTEGRAL
P.G. SURROUND
8'-312"
C 2'-0" MIN.NEW COUNTER
AND SINK
29" MIN.34" MAX.27" MIN.SD-1
6'-0"6'-718"7'-2"3'-6"SOAP AND PAPER TOW. CONTROLSD
8"
A26'-6" CURTAIN ROD3'-558"7'-0"6'-8" SHOWER HEADP-1
19" MAX.FS-1
12'-478" +/-
HK-4
B
3'-138"
GB-1
C
SN-1
2'-0" MIN.12'-358" +/-
6"3'-0"
D
SD-1
3'-6" MAX.SOAPGB-1
PROVIDE PAINTED WOOD
BLOCKING ACROSS
WINDOW FRAME FOR
MOUNTING BAR
GB-2
MR-1
29" MIN.34" MAX.CTR. HEIGHTSEAMS IN BACK WALL
LOCATED SYMMETRICALLY TO
AVOID CONTROLS
3'-0"3'-0"3'-4"27" MIN.40" MAX.WB-1
4'-0"
SH-362'-6"2'-978" +/-1'-578"658"5'-0" CLEAR.NOT ENOUGH SPACE
BETWEEN TOILET
CENTERLINE AND
SINK COUNTER
6'-934"A-7.3
A1
B
C
D
A-7.4
A2
P.TOW.
DRESSER
BATH
100T2
3'-0"
3'-3"
6'-112"
ACCESSIBLE BATH 100T2
Scale: 1/2" = 1'-0"5 9'-6"6'-112"
A18'-6" +/-NEW CEILING3'-6" MAX.PT-1
5'-0" WAINSCOTBATHROOM ACCESSORIES
CB-6
CB-8
CB-10
FS-1
GB-1
GB-2
HK-2
HK-4
MR-1
PT-1
SD-1
SN-1
TP-1
TP-2
WB-1
6 CUBBIES
8 CUBBIES
10 CUBBIES
FOLDING SHOWER SEAT
GRAB BAR: MOUNTED 33"-36"
SHOWER GRAB BAR 1 1/2" DIA. 1
1/2" CLEAR FROM WALL
SHOWER HOOKS (2)
SHOWER HOOKS (4)
MIRROR - BOTTOM EDGE 40"
ABOVE FLOOR
PAPER TOWEL DISPENSER -
CONTROLS 42" MAX. ABOVE
FLOOR
SOAP DISPENSER - CONTROLS 42"
MAX. ABOVE FLOOR
SANITARY NAPKIN BIN
TOILET PAPER HOLDER (SINGLE)
- 24" ABOVE FINISH FLOOR
TOILET PAPER HOLDER (DOUBLE)
- 24" ABOVE FINISH FLOOR
WASTE BASKET
PLUMBING FIXTURES
FD-1
HW-1
P-1
SH-32
SH-36
TS-60
FLOOR DRAIN
HAIR WASH SINK
ROLL-IN SHOWER BASE WITH
FLOOR DRAIN AT FRONT
32" SHOWER - NO ROLL-IN,
ACCESSIBLE BY TRANSFER
SOLID SURFACE ONE-PIECE BASE
(84" HIGH) & MULTI-PIECE
SHOWER STALL INSTALLED ON
3/4" MARINE GRADE PLYWOOD,
SECURE GRAB BARS TO SOLID
BLOCKING
SOLID SURFACE TUB
SURROUNDING
ELECTRICAL FIXTURES
DS-1 DOOR ACTIVATION SWITCH
INTERIOR
ELEVATIONS -
200T1, 200T2,
200T3
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONA8'-712"12'-938"
P-18'-0"NEW CEILINGHK-2
6'-6" CURTAIN ROD3'-0"4'-0"FD-18"
SH-36
CB-10
B
13'-438"5'-0" WAINSCOTHW-1
WB-1
C
14'-838"
SN-1
TP-2
2'-0"CB-10
8-D
13'-478"29" MIN.27" MIN.34" MAX.SD-1
BATH 200T2
Scale: 3/8" = 1'-0"3
02-20-Q 02-21-Q 02-22-Q
2-T3-T21'-6"
MIN.
3'-0"5'-0"P.TOW.S.NAP.A-7.4
A1
B
C
D
P.TOW.
S.NAP.
S.NAP.
A-7.4
A
B
C
D
DRESSER
2-T2-T1
2-C2-P2
CUBBIES
1'-4"2'-1012"1'-4"4'-9"2'-10"2'-10"7'-812"CB-10
2'-6"3'-914"3'6" MIN.1'-6"CUBBIES
2'-6"3'-0"6'-4"5"3'-0"7"3'-012"200T2 & ACC. TOILET 200T3
Scale: 3/8" = 1'-0"2
A2
7'-1134"6'-6" CURTAIN ROD7'-0"6'-8" SHOWER HEAD5'-0" WAINSCOT13'-412" +/-2'-10"GRAB BAR6"3'-0"
SH-36
GB-2
B
SD-1
GB-1
PT-1
MR-1
SEAMS IN BACK WALL
LOCATED SYMMETRICALLY TO
AVOID CONTROLS
3'-6" MAX.SOAP DISPENSER40" MAX.MIRROR29" MIN.34" MAX.27" MIN.4'-0"19" MAX.FS-1
7'-1114" +/-
P-1
C3'-0"3'-0"3'-4"13'-478" +/-
SN-1
D
HK-448" MAX.ACCESSIBLE BATH 200T3
Scale: 1/2" = 1'-0"48'-8" +/-2'-10"6'-078"
3'-6"6"
A18'-0" +/-NEW CEILING2'-0" MIN.WB-1
GB-1
PROVIDE PAINTED
WOOD BLOCKING
ACROSS WINDOW
FRAME FOR
MOUNTING BAR
TP-2 8'-8" +/-5'-1112"
A
SD-1
8'-0" +/-NEW CEILING1'-6"
MIN.
GRAB BAR
SHORTENED TO FIT
ALONGSIDE SINK
MR-1
6"2'-10"
GB-1
5'-0" WAINSCOT10'-618"
B
PT-1
29" MIN.34" MAX.27" MIN.7'-0"8"
5'-078"1058"
C6'-6" CURTAIN ROD6'-8" SHOWER HEADTS-1TS-60
3'-014"7'-558"
GB-1
D
WB-1
PROVIDE PAINTED
WOOD BLOCKING
ACROSS WINDOW
FRAME FOR
MOUNTING BAR
TP-2
6"3'-6"2'-0"MIN.2'-10"ELEC. PANELA-7.4
A
B
C
D
P.TOW.
DRESSER
REPLACE EXISTING
TUB W/ NEW TUB
W/ SOLID SURFACE
SURROUND
EXISTING CHASE
200T1
Scale: 1/2" = 1'-0"1
BATHROOM ACCESSORIES
CB-6
CB-8
CB-10
FS-1
GB-1
GB-2
HK-2
HK-4
MR-1
PT-1
SD-1
SN-1
TP-1
TP-2
WB-1
6 CUBBIES
8 CUBBIES
10 CUBBIES
FOLDING SHOWER SEAT
GRAB BAR: MOUNTED 33"-36"
SHOWER GRAB BAR 1 1/2" DIA. 1
1/2" CLEAR FROM WALL
SHOWER HOOKS (2)
SHOWER HOOKS (4)
MIRROR - BOTTOM EDGE 40"
ABOVE FLOOR
PAPER TOWEL DISPENSER -
CONTROLS 42" MAX. ABOVE
FLOOR
SOAP DISPENSER - CONTROLS 42"
MAX. ABOVE FLOOR
SANITARY NAPKIN BIN
TOILET PAPER HOLDER (SINGLE)
- 24" ABOVE FINISH FLOOR
TOILET PAPER HOLDER (DOUBLE)
- 24" ABOVE FINISH FLOOR
WASTE BASKET
PLUMBING FIXTURES
FD-1
HW-1
P-1
SH-32
SH-36
TS-60
FLOOR DRAIN
HAIR WASH SINK
ROLL-IN SHOWER BASE WITH
FLOOR DRAIN AT FRONT
32" SHOWER - NO ROLL-IN,
ACCESSIBLE BY TRANSFER
SOLID SURFACE ONE-PIECE BASE
(84" HIGH) & MULTI-PIECE
SHOWER STALL INSTALLED ON
3/4" MARINE GRADE PLYWOOD,
SECURE GRAB BARS TO SOLID
BLOCKING
SOLID SURFACE TUB
SURROUNDING
ELECTRICAL FIXTURES
DS-1 DOOR ACTIVATION SWITCH
INTERIOR
ELEVATIONS -
300T1 & 300T2
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONS.NAP.P.TOW.A-7.5
A
B
C
D
REPLACE
EXISTING
TUB
2'-6"300T1
Scale: 1/2" = 1'-0"1
B
9'-0"
NEW SOLID SURFACE
SURROUND
REPLACE
EXISTING TUB
C
5'-212"6'-6" CURTAIN ROD6'-8" SHOWER HEAD5'-0"
D
9'-0"29" MIN.27"MIN.34" MAX.REPLACE EXISTING TUB
8"
A7'-0"5'-212"3'-6" MAX.5'-0" WAINSCOTBATHROOM ACCESSORIES
CB-6
CB-8
CB-10
FS-1
GB-1
GB-2
HK-2
HK-4
MR-1
PT-1
SD-1
SN-1
TP-1
TP-2
WB-1
6 CUBBIES
8 CUBBIES
10 CUBBIES
FOLDING SHOWER SEAT
GRAB BAR: MOUNTED 33"-36"
SHOWER GRAB BAR 1 1/2" DIA. 1
1/2" CLEAR FROM WALL
SHOWER HOOKS (2)
SHOWER HOOKS (4)
MIRROR - BOTTOM EDGE 40"
ABOVE FLOOR
PAPER TOWEL DISPENSER -
CONTROLS 42" MAX. ABOVE
FLOOR
SOAP DISPENSER - CONTROLS 42"
MAX. ABOVE FLOOR
SANITARY NAPKIN BIN
TOILET PAPER HOLDER (SINGLE)
- 24" ABOVE FINISH FLOOR
TOILET PAPER HOLDER (DOUBLE)
- 24" ABOVE FINISH FLOOR
WASTE BASKET
PLUMBING FIXTURES
FD-1
HW-1
P-1
SH-32
SH-36
TS-60
FLOOR DRAIN
HAIR WASH SINK
ROLL-IN SHOWER BASE WITH
FLOOR DRAIN AT FRONT
32" SHOWER - NO ROLL-IN,
ACCESSIBLE BY TRANSFER
SOLID SURFACE ONE-PIECE BASE
(84" HIGH) & MULTI-PIECE
SHOWER STALL INSTALLED ON
3/4" MARINE GRADE PLYWOOD,
SECURE GRAB BARS TO SOLID
BLOCKING
SOLID SURFACE TUB
SURROUNDING
ELECTRICAL FIXTURES
DS-1 DOOR ACTIVATION SWITCH
SEAMS IN BACK WALL LOCATED
SYMMETRICALLY TO AVOID CONTROLS
8'-7"13'-978" +/-
3'-0"6"2'-1018"GRAB BAR8'-238"
5'-0"
MIN.
GB-1
A8'-0" +/-NEW CEILINGSH-36
3'-6" MAX.SOAP DISPENSERGB-2
SD-1
PT-1
MR-1
3'-0"3'-4"3'-6"1'-6"40" MAX.4'-0"19" MAX.FS-1
7'-1" +/-2'-10"SN-1
B 2'-0" MIN.GB-1
TP-2
2'-3"PROVIDE PAINTED
WOOD BLOCKING
ACROSS WINDOW
FRAME FOR
MOUNTING BAR
6"3'-6"
13'-978" +/-
HK-4
DS-1
C 48" MAX.5'-0" WAINSCOTWB-1
7'-1" +/-
D 7'-0"6'-8" SHOWER HEAD3'-0"3'-0"6'-6" CURTAIN RODP-1
DRESSER DRESSER
5'-0"
A-7.5
A
B
C
D 7'-0"P.TOW.
AUTOMATIC
DOOR OPENERS3'-0"SHOWER3'-4"WALL300T2
Scale: 1/2" = 1'-0"2
INTERIOR
ELEVATIONS -
300T3
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONCUBBIES CUBBIESCUBBIESREPLACE STALLS1'-6"HOLD BACK2'-7"2'-812"2'-812"6'-0"P.TOW.A-7.6
A
B
C
D
2'-8"412"2'-8"2'-8"2'-6"CHAMFER CORNERS OF
COUNTER TO PROVIDE
MORE SPACE
300T3
Scale: 3/8" = 1'-0"1
CUBBIES
BATH CUBBIESCUBBIES3-12-D 3-T3-T2REPLACE STALLS1'-6"HOLD BACK2'-7"2'-812"2'-812"6'-0"P.TOW.BATH
300T3
A-7.6
A
B
C
D
2'-8"412"2'-8"2'-8"2'-6"CHAMFER CORNERS OF
COUNTER TO PROVIDE
MORE SPACE
8'-712" +/-8'-0" +/-NEW CEILING16'-258"
A
EXISTING BASE
TO REMAIN
8"5'-0" WAINSCOTSH-32
13'-478"
B29" MIN.34" MAX.SD-1
27" MIN.PT-1
WB-1
1'-6"2'-0" MIN.16'-258"
C
SN-1
TP-2
4'-0" MAX.CB-10
13'-478"
D
HW-1
CB-6
BATHROOM ACCESSORIES
CB-6
CB-8
CB-10
FS-1
GB-1
GB-2
HK-2
HK-4
MR-1
PT-1
SD-1
SN-1
TP-1
TP-2
WB-1
6 CUBBIES
8 CUBBIES
10 CUBBIES
FOLDING SHOWER SEAT
GRAB BAR: MOUNTED 33"-36"
SHOWER GRAB BAR 1 1/2" DIA. 1
1/2" CLEAR FROM WALL
SHOWER HOOKS (2)
SHOWER HOOKS (4)
MIRROR - BOTTOM EDGE 40"
ABOVE FLOOR
PAPER TOWEL DISPENSER -
CONTROLS 42" MAX. ABOVE
FLOOR
SOAP DISPENSER - CONTROLS 42"
MAX. ABOVE FLOOR
SANITARY NAPKIN BIN
TOILET PAPER HOLDER (SINGLE)
- 24" ABOVE FINISH FLOOR
TOILET PAPER HOLDER (DOUBLE)
- 24" ABOVE FINISH FLOOR
WASTE BASKET
PLUMBING FIXTURES
FD-1
HW-1
P-1
SH-32
SH-36
TS-60
FLOOR DRAIN
HAIR WASH SINK
ROLL-IN SHOWER BASE WITH
FLOOR DRAIN AT FRONT
32" SHOWER - NO ROLL-IN,
ACCESSIBLE BY TRANSFER
SOLID SURFACE ONE-PIECE BASE
(84" HIGH) & MULTI-PIECE
SHOWER STALL INSTALLED ON
3/4" MARINE GRADE PLYWOOD,
SECURE GRAB BARS TO SOLID
BLOCKING
SOLID SURFACE TUB
SURROUNDING
ELECTRICAL FIXTURES
DS-1 DOOR ACTIVATION SWITCH
INTERIOR
ELEVATIONS-
SMOKE
PARTITION
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONA BDNCUBBIESSTAIR
300ST3
3-6-D
3-C2-P
SMOKE PARTITION PLAN
Scale: 1/2" = 1'-0"1
REMOVE CHESTNUT BEAMS
FULL 2X10s AT 16" O.C.
TO REQUIRE FULL
REMOVAL
1
R-1
APPROX. LOCATION OF
STEAM FEED LINES TO
BE ABATED AND
REMOVED IN FULL
EXCAVATE OUT
VENTS AND DUCTS
TO BE INFILLED
KNOCK DOWN BRICK PIERS
UNDER THE PREVIOUSLY
REMOVED WATER TANKS
APPROX LOCATIONS OF
EXISTING MASONRY WALLS
KNOCK DOWN THE
TOP OF PIERS IN THE
CENTER OF THE
BUILDING EXCEPT
UNDER POINT LOADS
CUT NEW OPENINGS FOR
LTHW INTO FOUNDATION
WALL (BELOW THE
EXISTING WINDOW AS
POSSIBLE)
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
CRAWL SPACE DEMO PLAN
Scale: 1/8" = 1'-0"1
B
DEMO CRAWL
SPACE
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
B 7/25/2210"FULL 2x101'-6" +/-EXISTING SLAB
EXISTING RUBBLE FOUNDATION
GRADE VARIES
EXISTING BASEMENT WALL:
PRESUMED 3 WYTHES OF BRICK
REMOVE FULL EXTENT OF PLASTER
AND STUD WALL
EXISTING GRANITE
BLOCK, HEIGHT VARIES
EXTENT OF STONE/BRICK
NOT YET DETERMINED
EXISTING FINISH FLOOR, BASE,
AND SUBFLOORING TO BE
REMOVED
EXISTING FULL 2x10's
BEARING DIRECTLY ON
RUBBLE FOUNDATION
(CLEANING OR
REMOVAL TBD)
EXISTING LEVELING MORTAR
DEMO EXISTING STEAM
LINE AFTER ABATEMENT
DEMO EXISTING ELECTRICAL
LINES THROUGHOUT
EXISTING FOUNDATION DETAIL
Scale: 1" = 1'-0"2
REMOVE APPLIANCES AND
DEMO ALL CABINETRY FOR
FLOOR REMOVAL
REMOVE RADIATORS
AND ALL
ASSOCIATED PIPING
THROUGHOUT
DINING ROOM
002
LOBBY
001
KITCHENETTE
003
LAUNDRY
004
STORAGE
STORAGE
STORAGE
CLOSE CONDUIT THRU WALL
CUT TO CHAIR RAIL
APPROX. LOCATION OF EXISTING
SUMMER WATER TANK TO BE RETAINED
REMOVE EXISTING TANKS AND
PANELS. LOOK AT CONDITION AND
DETERMINE IF OWNER WANTS ANY OF
THE TANKS FOR PARTS.
REMOVE ALL LIGHT
FIXTURES AND HEATER AT
CEILING (NOT ALL SHOWN
FOR SIMPLICITY OF
DRAWING)
DEMO PARTITIONS
NEW 3'-4" M.0. OPENING
FOR DOOR, PROVIDE
HEADER OR LINTEL AS
NEEDED
DEMO COMMERCIAL INFILL AT
VESTIBULE
REMOVE DOORS FOR
REPLACEMENT
DEMO NEW OPENING
BELOW GRADE FOR LTHW
PIPES, BELOW WINDOW AS
POSSIBLE. SEE STANDARD
DETAIL BY LTHW ENGINEER. UPRETAIN CLOTH NAPKIN CUBBIES
FUTURE BUILDING SERVICES SIDE:
REMOVE ALL FINISHES AT WALLS AND
CEILING TO THE FRAMING
FUTURE MECHANICAL ROOM SIDE:
REMOVE SUSPENDED CEILINGS,
CONSIDER IF PLASTER CEILING CAN
REMAIN AS ALL MECHANICAL SYSTEMS
CAN BE LEFT EXPOSED (LESS
TRENCHING)
REMOVE ALL WINDOWS
AND ASSOCIATED
INTERIOR AND EXTERIOR
TRIM AT INTERFERENCE
WITH ADDITION
BRICK MASONRY
REMOVE ALL ELECTRICAL
PANELS, WIRING, ETC.
FROM UNDER THE PORCH.
LEAVE BROOM CLEAN
STORAGE
CONSIDER REMOVAL OF
SIDEWALL BRICK DOWN TO
BENCH LEVEL
REMOVE BRICK UNDER STORE
FRONT AT DOORS
CHIP OUT EXISTING HEARTH
FAR ENOUGH FOR NEW
POUR OVER
REMOVE STEEL SUPPORT PLATFORM FOR
PREVIOUSLY REMOVED WATER TANKS
EXISTING STEEL POSTS
EXISTING WOOD POSTS ON
STEEL PLATE, TO BE
REVIEWED
REMOVE ALL WOOD PANELING
EXISTING WOOD POST TO BE…
EXISTING WOOD POST ON
STEEL PLATE
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
DEMO LOWER LEVEL
Scale: 1/8" = 1'-0"1
B
DEMO LOWER
LEVEL FLOOR
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
B 7/25/22
DEMO FIRST
FLOOR PLAN
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
B 7/25/22
HK STORAGE
104 105 106
103 102 BATH 101 TV
ROOM
CORRIDOR FOYER
BATH
KITCHEN
HK
CLOSET
LIVING
ROOM
LIVING
ROOM107
H.R. LIVING
ROOM
H.R.
STUDY
H.R.
BEDROOM
BATH
CABINET MW
ELEC. PANEL
CUBBIESREMOVE ARCHED DOORS
DEMO CHIMNEY, SALVAGE
MANTEL AND OTHER MATERIALS
PER OWNER DIRECTIVE -
DETERMINE IF CHIMNEY CONTIUES
THROUGH TO ROOF
DEMO CLOSETS AND NEW
OPENINGS FOR NEW DOORS
REMOVE EXTERIOR DOOR TO
PORCH (PORCH TO REMAIN)
DEMO INTERIOR AND
EXTERIOR STAIRS
DEMO KITCHEN AND BATH,
RETAIN ACCESSORIES FOR
POSSIBLE RE-USE
WIDEN DOOR TO NEW
ACCESSIBLE ROOM,
PROVIDE NEW HEADER
DEMO BACK OF CLOSET,
WIDEN DOOR OPENING
AND CREATE NEW
OPENING
REMOVE CARPET FROM ALL
LIVING ROOMS AND
CORRIDORS
REMOVE FIRE DOORS AT
STAIR. SALVAGE
MAGNETIC HOLD-OPENS
FOR POSSIBLE RE-USE
SEALEDLINE OF FUTURE PARTITION.
CAREFULLY CUT COFFERED
CEILING TO RETAIN IT ON ROOM
SIDE OF NEW WALL.
REMOVE ALL WINDOWS AND
ASSOCIATED INTERIOR AND
EXTERIOR TRIM AT INTERFERENCE
WITH ADDITION
DEMO RADIATOR ALONG THE FULL
LENGTH OF EXTERIOR WALL
REMOVE WALL PAPER AND
CARPET THROUGHOUT HR
SUITE
STUDY
CHIMNEY DEMO'D—DISCUSS
FINISH WITH KARL
REMOVE OLDER WINDOW
AND FRAME FOR INFILL
RETAIN EXISTING TUB AND
SLIDING GLASS DOORS
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
36'-158" +/- EXISTING77'-4" +/- EXISTING 82'-0" +/- EXISTING21'-4" +/- EXISTING
46'-0" +/- EXISTING
FIRST FLOOR DEMO PLAN
Scale: 1/8" = 1'-0"1
B
1. NEW CERAMIC TILE FLOORING2. NEW CERAMIC TILE WAINSCOT3. NEW LAVS IN CORIAN TYPE COUNTER (INTEGRAL FORMED BOWLS, UNDER MOUNT)4. REPLACE LAVS IN SINGLE OCCUPANCY ROOMS WITHIN COUNTER WITH SLOPED FRONTS5. INSTALL ONTINUOUS MIRRORS IN MULTIPLE OCCUPANCY BATHROOMS6. REMOUNT EXISTING CUBBIES IN PREVIOUS LOCATIONS (PAINTED)
BATHROOM KEEPERS (REMOVE AND STORE FOR POSSIBLE REUSE)
1.
2.
3.
4.
5.
6.
PARTITIONS: CAREFULLY REMOVE AND STORE ALL PARTITIONS FOR
RE-INSTALLATION (SCRANTON MANUF.)
CUBBIES: CAREFULLY REMOVE AND STORE ALL SHOWER CUBBIES
ACCESSORIES: REMOVE AND STORE FOR POSSIBLE RE-USE OR DELIVER TO
OWNER
WATER CLOSETS: REBUILD FLUSHOMETERS
SHOWERS: TBD, INCLUDING FRP WITHIN THE STALLS AND IN STRATEGIC
LOCATION ADJACENT TO STALLS, THIRD FLOOR ONLY
TUBS: AS NOTED
BATHROOM DEMOLITION (REMOVE FOR REPLACEMENT)
1.
2.
3.
4.
5.
SUSPENDED CEILINGS, FANS AND LIGHTS
FLOOR DRAINS
FLOORING
LAVATORIES: INCLUDING PLYWOOD BEHIND FOR PLUMBING
INSPECTION
FRP WAINSCOT: EXCEPT IN SHOWERS (TO BE DETERMINED) AND
ADJACENT LOCATIONS
FULLY INSULATE ATTIC, SEE SECTIONS
FULLY COORDINATE WITH MEP
DRAWINGS FOR ERV AND OTHER
EQUIPTMENT LOCATIONS AND
DUCTWORK
CORRIDOR KEEPERS
1.PLASTER CEILINGS, TRENCH ONLY AS NEEDED
CORRIDOR DEMOLITION (BOTH WINGS)
1.
2.
3.
4.
5.
6.
PLASTER WALL BOARD: REMOVE ALL AT CORRIDOR SIDE
OF CORRIDOR PARTITIONS
CARPETING
DOORS AND CASINGS
BASE BD.
ELECTRICAL DEMOLITION BY ELECTRICAL CONTRACTOR
SPRINKLER DEMOLITION BY SPRINKLER CONTRACTOR
DEMO SECOND
FLOOR
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
UP DN210
CORRIDOR
211 212 213
209 208 207 206 205 204
203
202201
BATH
ELEC. PANELREMOVE EGRESS STAIR
AND WIDEN WINDOW
OPENING
REMOVE EXISTING DOOR
AND TRIM AND CUT
OPENING FOR NEW DOOR
REMOVE CLOSET - CONFIRM
WITH OWNER
REMOVE ALL CARPETING
AT FRONT AND BACK
CORRIDORS
EXISTING NATURAL WOOD
GUARD AND HAND RAILS -
REFINISH ALL COMPONENTS
REMOVE CLOSET - CONFIRM
WITH OWNER
REMOVE DOOR AND CUT
NEW OPENINGS FOR
SHOWER AND DOOR
REMOVE DOUBLE DOORS
DEMO CHIMNEY TO ROOF
REMOVE SMOKE PARTITION
FOR REPLACEMENT
NEW OPENING
ROOF
EXISTING SERVER CABINET,
REMOVED BY OWNER
SEALEDSEALEDSEALEDSEALEDREMOVE ALL WINDOWS AND
ASSOCIATED INTERIOR AND
EXTERIOR TRIM AT INTERFERENCE
WITH ADDITION
DEMO CHIMNEY, ALL LEVELS
ROOF
DEMO PARTITION, DEMO
TUB FOR REPLACEMENT IN
NEW SINGLE OCCUPANCY
BATH, REMOVE SHOWER
SURROUND
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
SECOND FLOOR DEMO PLAN
Scale: 1/8" = 1'-0"1
1. NEW CERAMIC TILE FLOORING2. NEW CERAMIC TILE WAINSCOT3. NEW LAVS IN CORIAN TYPE COUNTER (INTEGRAL FORMED BOWLS, UNDER MOUNT)4. REPLACE LAVS IN SINGLE OCCUPANCY ROOMS WITHIN COUNTER WITH SLOPED FRONTS5. INSTALL ONTINUOUS MIRRORS IN MULTIPLE OCCUPANCY BATHROOMS6. REMOUNT EXISTING CUBBIES IN PREVIOUS LOCATIONS (PAINTED)
BATHROOM KEEPERS (REMOVE AND STORE FOR POSSIBLE REUSE)
1.
2.
3.
4.
5.
6.
PARTITIONS: CAREFULLY REMOVE AND STORE ALL PARTITIONS FOR
RE-INSTALLATION (SCRANTON MANUF.)
CUBBIES: CAREFULLY REMOVE AND STORE ALL SHOWER CUBBIES
ACCESSORIES: REMOVE AND STORE FOR POSSIBLE RE-USE OR DELIVER TO
OWNER
WATER CLOSETS: REBUILD FLUSHOMETERS
SHOWERS: TBD, INCLUDING FRP WITHIN THE STALLS AND IN STRATEGIC
LOCATION ADJACENT TO STALLS, THIRD FLOOR ONLY
TUBS: AS NOTED
BATHROOM DEMOLITION (REMOVE FOR REPLACEMENT)
1.
2.
3.
4.
5.
SUSPENDED CEILINGS, FANS AND LIGHTS
FLOOR DRAINS
FLOORING
LAVATORIES: INCLUDING PLYWOOD BEHIND FOR PLUMBING
INSPECTION
FRP WAINSCOT: EXCEPT IN SHOWERS (TO BE DETERMINED) AND
ADJACENT LOCATIONS
FULLY INSULATE ATTIC, SEE SECTIONS
FULLY COORDINATE WITH MEP
DRAWINGS FOR ERV AND OTHER
EQUIPTMENT LOCATIONS AND
DUCTWORK
CORRIDOR KEEPERS
1.PLASTER CEILINGS, TRENCH ONLY AS NEEDED
CORRIDOR DEMOLITION (BOTH WINGS)
1.
2.
3.
4.
5.
6.
PLASTER WALL BOARD: REMOVE ALL AT CORRIDOR SIDE
OF CORRIDOR PARTITIONS
CARPETING
DOORS AND CASINGS
BASE BD.
ELECTRICAL DEMOLITION BY ELECTRICAL CONTRACTOR
SPRINKLER DEMOLITION BY SPRINKLER CONTRACTOR
DEMO THIRD
FLOOR
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
CUBBIES DN311
CORRIDOR
BATH
312
310 309 308 307
306
305
304
301
302
303
ELEC. PANEL CUBBIESCUBBIESDEMO HALL CLOSETS
REMOVE EGRESS STAIR AND
WIDEN WINDOW OPENING
REMOVE EXISTING DOOR,
REMOVE AND STORE MAG.
HOLD-OPEN FOR POSSIBLE
RE-USE
REMOVE A STALL, DEMO ALL SINKS
DETERMINE THE EXTENT OF
WIRE PARTITION REMOVALS /
MODIFICATIONS
REMOVE ALL CARPETING
AT FRONT AND BACK
CORRIDORS
DEMO CHIMNEY TO ROOF
REMOVE CLOSET
DN
UPREMOVE ALL WINDOWS AND
ASSOCIATED INTERIOR AND
EXTERIOR TRIM AT INTERFERENCE
WITH ADDITION
DEMO CHIMNEY
DEMO ALL FIXTURES, FRP
AND CEILING
REMOVE CARPET
CHASE REMOVED
REPLACE EXISTING 32"X32" SHOWERS
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
THIRD FLOOR DEMO PLAN
Scale: 1/8" = 1'-0"1
1. NEW CERAMIC TILE FLOORING2. NEW CERAMIC TILE WAINSCOT3. NEW LAVS IN CORIAN TYPE COUNTER (INTEGRAL FORMED BOWLS, UNDER MOUNT)4. REPLACE LAVS IN SINGLE OCCUPANCY ROOMS WITHIN COUNTER WITH SLOPED FRONTS5. INSTALL ONTINUOUS MIRRORS IN MULTIPLE OCCUPANCY BATHROOMS6. REMOUNT EXISTING CUBBIES IN PREVIOUS LOCATIONS (PAINTED)
BATHROOM KEEPERS (REMOVE AND STORE FOR POSSIBLE REUSE)
1.
2.
3.
4.
5.
6.
PARTITIONS: CAREFULLY REMOVE AND STORE ALL PARTITIONS FOR
RE-INSTALLATION (SCRANTON MANUF.)
CUBBIES: CAREFULLY REMOVE AND STORE ALL SHOWER CUBBIES
ACCESSORIES: REMOVE AND STORE FOR POSSIBLE RE-USE OR DELIVER TO
OWNER
WATER CLOSETS: REBUILD FLUSHOMETERS
SHOWERS: TBD, INCLUDING FRP WITHIN THE STALLS AND IN STRATEGIC
LOCATION ADJACENT TO STALLS, THIRD FLOOR ONLY
TUBS: AS NOTED
BATHROOM DEMOLITION (REMOVE FOR REPLACEMENT)
1.
2.
3.
4.
5.
SUSPENDED CEILINGS, FANS AND LIGHTS
FLOOR DRAINS
FLOORING
LAVATORIES: INCLUDING PLYWOOD BEHIND FOR PLUMBING
INSPECTION
FRP WAINSCOT: EXCEPT IN SHOWERS (TO BE DETERMINED) AND
ADJACENT LOCATIONS
FULLY INSULATE ATTIC, SEE SECTIONS
FULLY COORDINATE WITH MEP
DRAWINGS FOR ERV AND OTHER
EQUIPTMENT LOCATIONS AND
DUCTWORK
CORRIDOR KEEPERS
1.PLASTER CEILINGS, TRENCH ONLY AS NEEDED
CORRIDOR DEMOLITION (BOTH WINGS)
1.
2.
3.
4.
5.
6.
PLASTER WALL BOARD: REMOVE ALL AT CORRIDOR SIDE
OF CORRIDOR PARTITIONS
CARPETING
DOORS AND CASINGS
BASE BD.
ELECTRICAL DEMOLITION BY ELECTRICAL CONTRACTOR
SPRINKLER DEMOLITION BY SPRINKLER CONTRACTOR
DEMO FOUTH
FLOOR
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
B 7/25/22DNDEMO ROOF OF
SOUTH PORCH
ALL DUCT WORK IN ATTIC
TO BE REMOVED AND
RECONFIGURED BY MEP
CONTRACTOR
CUT NEW ACCESS
HOLES IN ROOF
SHEATHING FOR
INSULATION AND
SPRINKLERS
ARE ACCESS HOLES
NEEDED FOR THESE
DORMERS?
400A1 400A2
ATTIC STORAGE
400A3
STAIR
400ST1 STAIR
400ST2DN ALL DUCT WORK IN ATTIC
TO BE REMOVED AND
RECONFIGURED BY MEP
CONTRACTOR
DEMO NEW FOR REMOVABLE
INTAKE VENT
400A1 400A2
STAIR
400ST1 STAIR
400ST2
ATTIC STORAGE
400A3
1
A-3.1
2
A-3.0
2
A-3.0
1
A-3.0
1
A-3.0
2
A-5.2
2
A-5.2
1
A-5.2
1
A-5.2
1
A-3.2
1
A-3.2
FOURTH FLOOR DEMO PLAN
Scale: 1/8" = 1'-0"1
B
B
ATTIC / CUPOLA NOTES
1.
2.
FULLY INSULATE ATTIC, SEE SECTIONS
FULLY COORDINATE WITH MEP
DRAWINGS FOR ERV AND OTHER
EQUIPTMENT LOCATIONS AND
DUCTWORK
CC.1
OI.3I.2
ZZZ
G F F
P.2
Q.5 Q.5 Q.4 Q.4 LL LL.1 LL LL.2
X V
N
NN
DD DDDD
Y
I.3 N
LL
Y.1 WW
A-3.1
DEMO NORTH ELEVATION
Scale: 1/16" = 1'-0"2
DISCUSS DEMO FOR CREATION
OF NEW OPENING AT GABLE
END IN LOCATION OF
WINDOW OR NEW VENT
DEMO CEILING, RETAIN
PLASTER AS POSSIBLE
FOR FIRE RATING
REMOVE OR COVER
WOOD CEILING
REMOVE SUSPENDED
CEILING, RETAIN
PLASTER AND RUN
NEW WORK EXPOSED
IN MECHANICAL
SPACE. TRENCH AS
NEEDED FOR ACCESS
TO UPPER LEVEL
PLUMBING, ETC.
REMOVE 12"X12"
GLUED AT CEILING
REMOVE BOTH GRID
AND TIN CEILING.
DETERMINE IF THERE IS
PLASTER ABOVE
REMOVE FULL EXTENT
OF PLASTER OR
TRENCH AS NEEDED
EXISTING CONCRETE
CEILING — NO DEMO
REQUIRED
EXISTING EXPOSED
FLOOR FRAMING —
NO DEMO REQUIRED
EXISTING WOOD PORCH
CEILING TO REMAIN
EXISTING SOFFIT, TRENCH
AS NEEDED
REMOVE EXISTING SOFFIT
UPDEMO LOWER LEVEL REFLECTED CEILING PLAN
Scale: 1/8" = 1'-0"1
DEMO LOWER
LEVEL RCP
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
4" WOOD PANEL CEILING,
TO BE REMOVED
2' X 4' SUSPENDED ACOUSTIC
CEILING, TO BE REMOVED
12" x 12" GLUED AT CEILING,
TO BE REMOVED
12" x 12" GLUED AT
CEILING, TO BE REMOVED
REFLECTED CEILING DEMO PLAN KEY
COFFERED CEILING TO
REMAIN, PAINT
EX PLASTER CEILINGS TO
BE REMOVED IN ENTIRETY
EX PLASTER CEILINGS TO
BE TRENCHED AS NEEDED
HK STORAGE
ELEC. PANEL
CUBBIESDEMO FIRST FLOOR REFLECTED CEILING PLAN
Scale: 1/8" = 1'-0"1
RETAIN EXISTING
BATTEN CEILING
RETAIN EXISTING
BATTENED CEILING - CUT
CAREFULLY AT NEW WALL
LOCATION
REMOVE ALL AT CEILINGS
DEMO EXISTING 2X4 AT
CEILING AT BATH
EXAMINE CEILING
CONSTRUCTION. IT
APPEARS TO BE PAINT
OVER A GRID. CAN IT BE
PATCHED OR TRENCHED?
REMOVE EXISTING
2X4 TILE
DEMO ALL LIGHT
FIXTURES, ALARM DEVICES,
ETC.; NOT SHOWN FOR
SIMPLICITY
EXISTING WOOD PORCH
CEILING TO REMAIN
DEMO FIRST
FLOOR RCP
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
4" WOOD PANEL CEILING,
TO BE REMOVED
2' X 4' SUSPENDED ACOUSTIC
CEILING, TO BE REMOVED
12" x 12" GLUED AT CEILING,
TO BE REMOVED
12" x 12" GLUED AT
CEILING, TO BE REMOVED
REFLECTED CEILING DEMO PLAN KEY
COFFERED CEILING TO
REMAIN, PAINT
EX PLASTER CEILINGS TO
BE REMOVED IN ENTIRETY
EX PLASTER CEILINGS TO
BE TRENCHED AS NEEDED
REMOVE AT CEILINGS
REMOVE 2X4 AT CEILING
UP DNELEC. PANELDEMO SECOND FLOOR REFLECTED CEILING PLAN
Scale: 1/8" = 1'-0"1
DEMO SECOND
FLOOR RCP
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
4" WOOD PANEL CEILING,
TO BE REMOVED
2' X 4' SUSPENDED ACOUSTIC
CEILING, TO BE REMOVED
12" x 12" GLUED AT CEILING,
TO BE REMOVED
12" x 12" GLUED AT
CEILING, TO BE REMOVED
REFLECTED CEILING DEMO PLAN KEY
COFFERED CEILING TO
REMAIN, PAINT
EX PLASTER CEILINGS TO
BE REMOVED IN ENTIRETY
EX PLASTER CEILINGS TO
BE TRENCHED AS NEEDED
EXISTING ANGLED
PLASTER CEILING, PAINT
REMOVE EXISTING LOW
GLUED AT CEILING
DEMO GLUED ON CEILING
AND LIGHT FIXTURES
CUBBIES DNELEC. PANEL CUBBIESCUBBIESUPDEMO THIRD FLOOR REFLECTED CEILING PLAN
Scale: 1/8" = 1'-0"1
DEMO THIRD
FLOOR RCP
PROJECT NUMBER:
AUG 16, 2022
21-18
DRAWN BY:VC
REVISIONS
NUMBER DATEFITCH ARCHITECTURE& COMMUNITY DESIGNHOME COMMUNITY PLANET110 PULPIT HILL ROADAMHERST, MA 01002(413) 549-5799www.facdarchitects.comPARSONS HOUSE MAJOR RENOVATIONSSMITH COLLEGE24 HENSHAW AVENORTHAMPTON, MA 01060DEMOLITION PERMIT SET - REV 1A 6/28/2022
4" WOOD PANEL CEILING,
TO BE REMOVED
2' X 4' SUSPENDED ACOUSTIC
CEILING, TO BE REMOVED
12" x 12" GLUED AT CEILING,
TO BE REMOVED
12" x 12" GLUED AT
CEILING, TO BE REMOVED
REFLECTED CEILING DEMO PLAN KEY
COFFERED CEILING TO
REMAIN, PAINT
EX PLASTER CEILINGS TO
BE REMOVED IN ENTIRETY
EX PLASTER CEILINGS TO
BE TRENCHED AS NEEDED
COMPOSITE STEEL DECKING:* 18 Gauge, 2" deep, galvanized, conforming with ANSI/SDI C-2011.* Install per the manufactures instructions.* Butt deck ends on supports and lap sides. Provide a #10-16 Hex head screw at 36" on center maximum at side laps.* Each strip of deck shall be 58SXGGOHZHOGHGWRHYHU\EHDPDVVSHFLILHGRQGUDZLQJVCONCRETE MASONRY UNITS (C.M.U.) MASONRY:* All masonry shall develope 1500 psi compressive strength (f'm) in 28 days.* Concrete masonry units (CMU) ASTM C90-N-1. Horizontal deformed reinforcement shall be placed in precut knock-out bond beamblocks.* All mortar shall be type "S".* Fill all voids and block cells solidly with 2000 psi grout for a disytance of 24" beneath and 12 inches each side of all beam reactionsor concentrated loads.* Reinforcement: Horizontal joint - ASTM A-82, 9 Gage, ladder type at 16 inches on center.Deformed reinforcement shall be as specified for concrete, unless noted otherwise, except laps shall be min. 48 bar diameters. IfHigh Lift Grouting is used, clean out holes shall be provided and bar position shall be located at the bottom and at 120 bar diametersmaximum spacing.* Vertical reinforcing bars shall be placed using galvanized or plastic bar positions.* All masonry shall be placed in running bond. U.N.O.CLAY MASONRY:* Clay brick shall conform with ASTM C 62. Severe weather (SW) - 3000 psi* Mortar shall conform with ASTM C 270. - Type S - f'm = 1,800 psi* New multi-wythe wall ends shall have (2) 9 gauge x 10" rectangular ties (ASTM A82) at 18" o.c.* Store products in a dry location off of the ground to prevent contaminant by mud, dust or other materials.* Do not apply uniform floor or roof loading for at least 24 hours after building column or wall.* Do not apply a concentrated load for at least 3 days after building masonry columns or walls.* Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates.* Do not use defective, chipped, or cracked masonry units.* Masonry veneer applications shall have expansion/contraction joist per architectural drawings or every 25'.LOOSE LINTELS:* Minimum lintel except as noted, one angle for each 4" of wall thickness to bear 6" at each end:Opening to 4'-0" wideL 3 12" x 3 12" x 14"4'-0" - 5'-4"L5 x 312" x 14" Long Leg Vertical (L.L.V.)5'-5" - 8'-0"L6 x 3 12" x 516" Long Leg Vertical (L.L.V.)STRUCTURAL ERECTION AND BRACING REQUIREMENTS.* The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. Thecontractor, in the proper sequence, shall provide proper shoring and bracing as may be required to achieve the final completed structure.* Observations of foundation reinforcing or steel framing required by the owner, lender, building department or any other party will beaccomplished by the engineer at the owner's expense. At least 24 hours advance notice is requested.* Fabricator and / or supplier of concrete reinforcing bars, structural steel, pre-engineered floor and roof trusses shall submit shop anderection drawings for architectural and engineering review. Submit two prints for each drawing. Allow ten working days for review. Nomaterials shall be fabricated until shop drawings are approved.GENERAL STRUCTURAL NOTES:DESIGN LIVE LOADS: 2015 I.B.C. and Commonwealth of Massachusetts, 9th Edition Amendments* Live Load Uniform:L.L. = 40 psf100 psf in common areas and egress.* SnowPg = 40 psf, Ct = 1.1, Ce = 1.0Pf min = 35 psfIs = 1.0* WindVult = 117 mph, Exposure B. Internal pressure = EnclosedIw=1.0* SeismicOccupancy Category IIIs = 1.0Ss = .19S1 = .05Sds = .13Sd1 = .042Site Class "C"Seismic deign category "A"M.L.F.R.S.: Wood shear walls and holdown anchors. R = 6.5DESIGN CODES:* National Design Specifications (N.D.S.)* American Institute of Steel Construction (AISC)* American Concrete Institute (ACI)* Concrete Reinforcing Steel Institute (CRSI)FOUNDATION:* This foundation has been designed in accordance with the recommendations contained is the geo-technical study dated August 22nd, 2022 byO'reilly Talbot & Okun. This report is hereby made a part of these documents and except where otherwise specifically noted herein: the contractorshall adhere to all recommendations and precautions contained in this report.* Maximum design soil bearing capacity: 3,000 psf* Fluid Equivalent pressure at restrained assemblies: 55 pcf.CONCRETE AND REINFORCEMENT:* Concrete shall conform to with the current ACI-301 Standard Specifications of Structural Concrete.Minimum 28 day compressive strength (F'c) and design properties as followsFooting, wall, and interior slabs elements:Exterior Slabs:F'c = 3500 psi min.F'c = 4000 psi min.Water/Cement ratio = .5 maxWater/Cement ratio = .45 maxSlump = 4" maxSlump = 4" maxEntrained Air = 3% maxEntrained Air = 6% max* Deformed reinforcement: New billet steel, ASTM A615 grade 60.* Reinforcement shall be fabricated and placed per ACI Manual of Standard Practice (ACI-315).
&RQFUHWHFRYHURYHUUHLQIRUFHPHQW ò´IRUFRQFUHWHSODFHGDJDLQVWIRUPV ´IRUFRQFUHWHSODFHGDJDLQVWHDUWK* Keep reinforcement clean and free of dirt, oil, and scale. Oil forms prior to placing reinforcement.* Wire mesh reinforcement must lap one full mesh at side and end laps, and shall be wired together. Provide adequate supports for mesh to insureits locations as shown in the drawings.Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 13 of the concrete thickness at any cross section.Parallel runs shall be spaced a minimum 3diamteres on center. No aluminum or coated conduit shall be used.* Do not use Calcium Chloride in any add mixtures with reinforced concrete.* Appearance of finished concrete shall be approved by the Architect.WOOD FRAMING:* Dimension lumber is designed and shall be supplied using Jacob Smith Engineering and Design values design criteria.* General framing: Spruce Pine Fir #1 and better (Maximum Moisture Content 19%) U.N.O.Plates:Sill plates: Pressure Treated Timber Strand LSL by Trus Joist or Pressure treated Doug Fir or Southern Pine #1 or better:Typical wall top and bottom plates: Spruce Pine Fir (S.P.F.) #1/#2 and better.1RWH ³3UHVVXUH7UHDWHG/XPEHU´VKDOOEHIUDPLQJPDWHULDORIWKHVSHFLILHGVSHFLHVZKLFKKDVEHHQSUHVVXUHWUHDWHGZLWKGHFD\DQGLQVHFWUHVLVWDQWsolution, meeting all current standards for wood in contact with concrete or earth.Sill plates in contact with masonry or concrete foundations, footings or slabs may be treated Timber Strand LSL (zinc borate treatment). Sodiumborate treatment may also be acceptable for sill plate applications when protected from weather.Acceptable treatment mediums for wood in contact with earth or in exterior applications include ACQ-C and ACQ-D (Alkaline CopperQuaternary) and copper azole (CBA-A and CBA-B). DO NOT USE WOODS WHICH HAVE BEEN TREATED WITH AMMONIA BASEDCARRIERS. All connectors shall meet the recommendations of the pressure treated wood manufactures, but shall be not less than Hot DippedGalvanized meeting requirements of ASTM A653, such as Simpson ZMAX. (G185). All screws, nails and bolts shall match hangers and otherconnectors, and shall meet ASTM A123 for individual connectors, and ASTM A153 for fasteners.For durability, it is our recommendation that connectors used in exposed conditions with treated limber be stainless steel.Do not mix galvanized and stainless products.Do not allow aluminum to contact treated wood.* Typical exterior wall studs: 2x6 spruce pine fir no. 1/ no. 2 grade.* Laminated Veneer Lumber (L.V.L.): Fb min = 3000 psi, E min = 2.0x10^6 psi.* Parallel Strand Lumber (P.S.L.): Fb min = 2400 psi, E min = 1.8x10^6 psi.* Roof Sheathing: Minimum 19/32" thick, apa rated 4020, DOC-PS1, 5-ply plywood, apply sheathing long edge parallel with ridge lines. attachsheathing nailed with 10d common nails at 6" on center at all panel edges and 12" on center at all panel fields.* Floor sheathing: minimum 3/4" thick, apa rated 4824 , DOC-PS1, 5-ply plywood, apply sheathing long edge parallel with ridge lines. attachsheathing nailed with 10d common nails at 6" on center at all panel edges and 12" on center at all panel fields.* General Exterior Wall sheathing:Minimum 19/32" thick, apa rated 4020, DOC-PS1, 5-ply plywood, apply sheathing long edge parallel with ridgelines. attach sheathing nailed with 10d common nails at 6" on center at all panel edges and 12" on center at all panel fields.* Shear panel sheathing: Thickness as specified per plan, DOC-PS1, 5-ply plywood, APA rated. Attach as specified per plan.* Nailing per shall comply with IBC Table 2304.9.1 except where more or larger nailing shown on drawings.* All roof rafters, joists, beams shall be anchored to supports with metal framing anchors.* Provide continuous wall studs each side of wall openings equal to one half or greater of number of studs interrupted by openings.* All wall studs shall be continuous from floor to floor or from floor to roof.* Cross bridge all dimensional lumber roof and floor joists at midspan and provide solid blocking or rim joists at all joist supports and joist ends.* Solid blocking between trusses at bearings.* Metal connectors: Simpson Strong Ties unless otherwise noted, install with number and type of nails to achieve maximum rated capacity. Notethat heavy duty and skewed hangers may require special order.* Simpson Strong Drive Heavy Duty Connector Screws (S.D.S.): 14[OHQJWKVSHFLILHGSHUSODQ* All beams shall be braced against rotation at points of bearing.* Unless otherwise indicated, install two lengths of solid blocking x joist depth x 12 inches long in floor framing under column loads. Columnsmust have a continuous load path to foundation.* Lead holes for lag bolts shall be 60% to 70% of lag shank diameter in compliance with AITC criteria.* All pre-engineered roof and floor trusses shall be designed and sealed by a licensed Massachusetts Professional Engineer.* All permanent truss bracing shall be coordinated with the structural engineer.STRUCTURAL STEEL:* All structural steel work shall conform with the current AISC construction manual and AWS structural welding code D1.1* Wide flange beams: ASTM A992, Fy = 50 ksi.* Angles, channels, plate, and miscellaneous: ASTM A36.* Threaded rod anchors: ASTM F1554 grade 36* Connector bolts, washers, and nuts: Galvanized ASTM A325.* All exposed welding shall be ground smooth.* All misaligned bolt holes shall be plug welded and re-drilled as required.* All steel shall be hot dipped galvanized if exposed to the elements. Paint all field welds with cold-galvanizing paint.* Bolts shall be of a length that will fully engage the nuts. Bolt heads and nuts shall bear evenly against the metal.* All columns base plates set on concrete shall have leveling nuts and be packed solid to engage the entire base plate with 5000 psi non-shrink,non-metalic grout. Conform with ASTM C1107* Welding shall be ASTM A233, Class E7018. All welds shall be sound throughout. The heat, length, and sequence of welds shall be controlled toprevent cracks distortions.* Epoxy adhesive shall be "HILTI HIT HY-200"STATEMENT OF SPECIAL INSPECTION NOTES:This statement of special inspection is submitted in accordance with section 1704 of the 2015 International Building Code. It includes aSchedule of Special Inspections Services applicable to the project. If applicable, it includes Requirements for Seismic Resistance and/orRequirements for Wind Resistance.The owner shall employ one or more qualified Special Inspectors to perform this work. The Special Inspector(s) shall keep records of allinspections and shall furnish interim inspection reports to the building Official and to the Registered Design Professional in ResponsibleCharge. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If the discrepancy are not corrected, thediscrepancy shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge prior tothe completion of that phase of work. A final report of Special Inspections documenting required special inspections and correction of anydiscrepancies notes in the inspections shall be submitted to the Building Official and the Registered Design Professional in ResponsibleCharge at the conclusion of the project.The Special Inspection program does not relieve the Contractor of Responsibility to comply with the Contract Documents. Jobsite safety andmeans and methods of construction are solely the responsibility of the Contractor. The Contractor shall provide to the design team andbuilding official a quality control program in accordance with Section 1701.1.2 of the Ninth Edition of the Massachusetts Sate Building Code.The Contractor shall comply with this program, except as specifically allowed by the Engineer of Record, and shall be responsible forconstruction quality control, compliance with the approved construction documents, and for any design for which it is responsible.INSPECTION OF FABRICATORS:Where fabrication of structural load-bearing members and assemblies is being performed on the premises of a fabrication shop, SpecialInspection of the fabricated items shall be required by section1704.2 and as required elsewhere in the code.INSPECTION OF WELDING:Welding inspection shall be in compliance with WS D1.1. The basis for welding inspector qualification shall be AWS D1.1NOTE OF PERIODIC SITE SURVEY AND STRUCTURAL MONITORING:Given the soils conditions indicated in the Geo-technical report. Periodic surveying of newly constructed structure shall be conducted duringconstruction to verify that building settlements during the construction process are consistent with the geo-technical engineering expectations.PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTION
TYPICAL FOUNDATION WALLCORNER REINFORCING1. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openingswith Architectural drawings.3S2DETAIL: SLAB-ON-GRADECONTROL JOINT (C.J.)1. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.2S2TYPICAL BASEMENT LEVELCOLUMN ISOLATION JOINTSCALE: 12" = 1'-0"1. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings withArchitectural drawings.1S2SCALE: 12" = 1'-0"SCALE: 12" = 1'-0"3" Ⱦ XXS CAP ANDBASE PLATES1. See the general structural notes on sheet S1.7S2SCALE: 1" = 1'-0"HSS 5.50X.5 CAPAND BASE PLATES1. See the general structural notes on sheet S1.8S2SCALE: 1" = 1'-0"PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTIONTYPICAL NEW CONCRETEPIER PLAN AND SECTION1. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openingswith Architectural drawings.6S2SCALE: 12" = 1'-0"TYPICAL CONCRETE WALLOPENING REINFORCING DETAIL1. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.5S2SCALE: 12" = 1'-0"TYPICAL FOUNDATION WALLAND FOOTING STEP DETAIL1. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.4S2SCALE: 12" = 1'-0"
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTION1. See General Notes sheet S1 for soils conditions.2. Read Geo-technical recommendations report dated August 22nd, 2022 by O'Reilly, Talbot, & Okun for sub-foundation requirements.3. Coordinate all dimensions, elevations and openings with Architectural drawings.4. Footings to bear on undisturbed soils centered under bearing elements (U.N.O.) and set minimum 48" below finished exterior grade.5. All new footings shall have a liquid applied capillary break between footings and foundation walls.6. Isolate new slab-on-grade from all columns, walls, and utilities.EXISTING AND NEW FOUNDATION PLAN1S3SCALE: 14" = 1'-0"
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTION1. See General Notes sheet S1 for soils conditions.2. Read Geo-technical recommendations report dated August 22nd, 2022 by O'Reilly, Talbot, & Okun for sub-foundation requirements.3. Coordinate all dimensions, elevations and openings with Architectural drawings.4. Footings to bear on undisturbed soils centered under bearing elements (U.N.O.) and set minimum 48" below finished exterior grade.5. All new footings shall have a liquid applied capillary break between footings and foundation walls.6. Isolate new slab-on-grade from all columns, walls, and utilities.NEW LOWER LEVEL SLAB-ON-GRADE PLAN1S4SCALE: 14" = 1'-0"
UPUPPARSONS HOUSEMAJOR RENOVATIONS & ADDITIONSMITH COLLEGENORTHAMPTON, MA 01060JACOB SMITH ENGINEERING AND DESIGN, INC.51. See the General Notes on Sheet S1.
2. Top of first floor sub-floor sheathing elevation = 100'-0"
3. Coordinate all dimensions, elevations and openings with architectural drawings.
4. X Indicates number of vertical 2x4 squash blocks in floor system centered below post locations above.
5.Posts are shown below. Studs pack shall be connected together per 2009 NDS section 15.3.
EXISTING AND NEW FIRST FLOOR FRAMING PLAN1
S5
6. All Multi-Ply LVL beam shall be attached with (3) "Head Lok" screws at 24" o.c. at each beam face. Screw depth shall be at least 3
4 of beam width.
7. Typical new exterior walls: 2x6 studs at 16" on center with Doc-PS1, 19
32" thick APA rated 40
20 plywood sheathing applied to the exterior wall face with 10d commons at
4" on center at all panel edges and 12" on center at all panel fields. Provide 2x6 panel edge blocking at 4'-0" on center Do not over drive nails.
8. Typical new roof sheathing: Doc-PS1, 19
32" thick APA rated 40
20 plywood sheathing applied to the exterior wall face with 10d commons at 4" on center at all panel edges
and 12" on center at all panel fields. Provide 2x6 panel edge blocking at 4'-0" on center Do not over drive nails.
SCALE: 14" = 1'-0"PROGRESS DRAWINGS - NOT FOR CONSTRUCTION
UP
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.51. See the General Notes on Sheet S1.2. Top of Second floor sub-floor sheathing elevation = 110'-7".3. Coordinate all dimensions, elevations and openings with architectural drawings.4. X Indicates number of vertical 2x4 squash blocks in floor system centeredbelow post locations above.5.Posts are shown below. Studs pack shall be connected together per 2009 NDSsection 15.3.EXISTING AND NEW SECONDFLOOR FRAMING PLAN1S66. All Multi-Ply LVL beam shall be attached with (3) "Head Lok" screws at 24" o.c. at each beam face.Screw depth shall be at least 34 of beam width.7. Typical new exterior walls: 2x6 studs at 16" on center with Doc-PS1, 1932" thick APA rated 4020 plywoodsheathing applied to the exterior wall face with 10d commons at 4" on center at all panel edges and 12" oncenter at all panel fields. Provide 2x6 panel edge blocking at 4'-0" on center Do not over drive nails.SCALE: 14" = 1'-0"PROGRESS DRAWINGS - NOT FOR CONSTRUCTION
UPDN
DN
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTION1. See the General Notes on Sheet S1.2. Top of third floor sub-floor sheathing elevation = 120'-1"3. Coordinate all dimensions, elevations and openings with architectural drawings.4. X Indicates number of vertical 2x4 squash blocks in floor system centeredbelow post locations above.5.Posts are shown below. Studs pack shall be connected together per 2009 NDSsection 15.3.EXISTING AND NEW THIRDFLOOR FRAMING PLAN1S76. All Multi-Ply LVL beam shall be attached with (3) "Head Lok" screws at 24" o.c. at each beam face.Screw depth shall be at least 34 of beam width.7. Typical new exterior walls: 2x6 studs at 16" on center with Doc-PS1, 1932" thick APA rated 4020 plywoodsheathing applied to the exterior wall face with 10d commons at 4" on center at all panel edges and 12" oncenter at all panel fields. Provide 2x6 panel edge blocking at 4'-0" on center Do not over drive nails.SCALE: 14" = 1'-0"
DN
DN
UPDN DNNEW THIRD FLOOR CEILING FRAMINGAND ELEVATOR SHAFT CAP PLANSCALE: 14" = 1'-0"PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.51. See the General Notes on Sheet S1.2. Top of third floor sub-floor sheathing elevation = 129'-912"3. Coordinate all dimensions, elevations and openings with architectural drawings.4. X Indicates number of vertical 2x4 squash blocks in floor system centered below post locations above.5.Posts are shown below. Studs pack shall be connected together per 2009 NDS section 15.3.EXISTING AND NEW PARTIAL ROOF &FOURTH FLOOR FRAMING PLAN2S81S86. All Multi-Ply LVL beam shall be attached with (3) "Head Lok" screws at 24" o.c. at each beam face. Screw depth shall be at least 34 of beam width.7. Typical new third floor exterior walls: 2x6 studs at 16" on center with Doc-PS1, 1932" thick APA rated 4020 plywood sheathing applied to the exterior wall face with 10dcommons at 4" on center at all panel edges and 12" on center at all panel fields. Provide 2x6 panel edge blocking at 4'-0" on center Do not over drive nails.8. Typical new roof sheathing: Doc-PS1, 1932" thick APA rated 4020 plywood sheathing applied to the exterior wall face with 10d commons at 4" on center at all panel edgesand 12" on center at all panel fields. Provide 2x6 panel edge blocking at 4'-0" on center Do not over drive nails.9. Tie each end of each new roof beam to is support post below with either (1) HTS20 twist strap or (1) LSTA24 flat strap.SCALE: 14" = 1'-0"PROGRESS DRAWINGS - NOT FOR CONSTRUCTION
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTIONPARTIAL BUILDING SECTIONSCALE: 12" = 1'-0"2S91. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.PARTIAL BUILDING SECTIONSCALE: 12" = 1'-0"1S91. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTIONPARTIAL BUILDING SECTIONSCALE: 12" = 1'-0"2S101. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.PARTIAL BUILDING SECTIONSCALE: 12" = 1'-0"1S101. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.
PARTIAL BUILDING SECTION AT NEW INTERIOR SHEAR WALLSSCALE: 12" = 1'-0"1S111. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5PROGRESS DRAWINGS - NOT FOR CONSTRUCTIONPARTIAL BUILDING SECTION AT NEW INTERIOR SHEAR WALLSSCALE: 12" = 1'-0"2S111. See the general structural notes on sheet S1.2. Coordinate all dimensions, elevations and openings with Architectural drawings.
TYPICAL SECTION AT CONTINUOUS FOOTING CF-3
SCALE: 1
2" = 1'-0"
1
S12 1. See the general structural notes on sheet S1.
2. Coordinate all dimensions, elevations and openings with Architectural drawings.
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5
PROGRESS DRAWINGS - NOT FOR CONSTRUCTION
BUILDING SECTION AT ADDITION
SCALE: 1
2" = 1'-0"
1
S13 1. See the general structural notes on sheet S1.
2. Coordinate all dimensions, elevations and openings with Architectural drawings.
PARSONS HOUSE
MAJOR RENOVATIONS & ADDITION
SMITH COLLEGE
NORTHAMPTON, MA 01060
JACOB SMITH ENGINEERING AND DESIGN, INC.5
PROGRESS DRAWINGS - NOT FOR CONSTRUCTION
J JEV
MDP-8
EV
MDP-9
ATS
60 A
EP-LL
60 A
MDP
600 A
PP-LL
200 A
MP-LL
200 A
600A Parsons House Feed
T
E
E
Existing generator feed.
Splice in handhole
E
Connect to existing Parsons
Annex Feed. Splice in
handhole
Upper Floor
Panel Riser
PP1, PP2, PP3
Panel Feeders
New 2,400V line to new
pad mounted transformer.
New conduits from ODP back to existing manhole.
Bring new feeders from ODP into manhole and splice
into existing 120/208v feeds for Freedman A and
Chapel
Existing Manhole.
Remove subway box and replace with new splice
box with submersible splices.
Remove exisintg transformer in this vault and
refeed loads from new pad mounted transformer
and ODP.PP-LL-
18
Exterior Site poles
Controlled Via Astronomical
Timeclock
Q
Q
Q
Q
Q
Q Q
Q
Q
Q
Q
Q
Existing 4" Telecom
Existing 2" telecom to Tilley
New 4" Telecom
stubbed up in
telecom closet
New Data
Existing Data
Existing Electrical
New Electrical
Legend
Campus 2,400V Circuit
225KVA XFMR
2,400V Primary
3p4w 120/208v Secondary
ODP
200A
200A
200A
Parsons
Annex
ChapelFreedman
A
Intercept existing feeders and provide wet
location rated splices in Tier 15 handholes as
needed
600A
MDP
MP-LL PP-LL EP-LL
Existing
60A
Transfer
Switch
Existing
60A
Transfer
Switch
Parsons
Annex
Main
PP2
PP1
PP3
200A
200A
200A
200A
60A
100A
Fused
Disc.Existing Generator Circuit
200A
100A
Fused
Disc.
Elevator www.collinselectricco.comScale
Date
Drawn By
Project Number
As indicated8/19/2022 8:45:06 AME-500 Site and One LineSmith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
1" = 10'-0"1 Site Plan
1/2" = 1'-0"2 DD - One Line
Notes:
-Car chargers to be provided as an Add alternate
-4th floor wiring method to be EMT eposed on existing plaster walls
-Elevator requires a disconnect at the top and bottom of the shaft as well as in the machine room. Detail to be provided on CD set
-Site pole qty and locations not coordinated with site engineer
www.collinselectricco.comScale
Date
Drawn By
Project Number
8/19/2022 8:45:07 AME-600 Panel SchedulesSmith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Provide Surge protection on Mains
Notes:
Lighting 29187 VA 100.00% 29187 VA
Power 43137 VA 100.00% 43137 VA
Receptacle 43760 VA 61.43% 26880 VA
Other 0 VA 0.00% 0 VA
Motor 15113 VA 125.00% 18892 VA
Lighting - Exterior 1440 VA 125.00% 1800 VA Total Est. Demand:404 A
Lighting - Dwelling Unit 0 VA 0.00% 0 VA Total Conn.:440 A
Kitchen Equipment - Non-Dwelling Unit 6240 VA 100.00%6240 VA Total Est. Demand:145636 VA
HVAC 14605 VA 100.00% 14605 VA Total Conn. Load:158394 VA
Electric Clothes Dryer 4992 VA 100.00% 4992 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:440 A
Total Conn. Load:158394 VA
20
19
18
17
16
15
14
13
12
11
10
9 EV Charger 3 200 A 50 A 14394 VA
8 EV Charger 3 200 A 50 A 14394 VA
7 Elevator 3 200 A 60 A 15113 VA
6 PP-3 3 200 A 200 A 26035 VA
5 PP-2 3 200 A 200 A 18085 VA
4 PP-1 3 200 A 200 A 16030 VA
3 MP-LL 3 200 A 200 A 28145 VA
2 PP-LL 3 200 A 200 A 20015 VA
1 ATS 3 60 A 60 A 6200 VA
CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks
Notes:
Enclosure:MCB Rating:600 A
Mounting:Wires:4 Mains Rating:600 A
Supply From:Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:22K
Switchboard: MDP
All single pole 20A breakers to be Arc Fault
Notes:
Total Est. Demand:17 A
Total Conn.:17 A
Lighting 5840 VA 100.00% 5840 VA Total Est. Demand:6200 VA
Receptacle 360 VA 100.00% 360 VA Total Conn. Load:6200 VA
Other 0 VA 0.00% 0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:17 A 17 A 18 A
Total Load:1980 VA 2080 VA 2140 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 Lighting and Exits - LVL 1 20 A 1 800 VA 10
7 3rd Floor Lighting 20 A 1 720 VA 720 VA 1 20 A Level 2 Lighting 8
5 West Stair Lighting 20 A 1 640 VA 1500... 1 20 A Other 6
3 Receptacles- Electrical Rooms 20 A 1 360 VA 920 VA 1 20 A 4th Floor Lighting 4
1 Elev and Elec Room Lighting 20 A 1 300 VA 240 VA 1 20 A North Wing Stair Lights 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:60 A
Mounting:Surface Wires:4 Mains Rating:60 A
Supply From:ATS Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:10K
Branch Panel: EP-LL
All single pole 20A breakers to be Arc Fault
Notes:
Total Est. Demand:78 A
Power 8592 VA 100.00% 8592 VA Total Conn.:78 A
Receptacle 7220 VA 100.00% 7220 VA Total Est. Demand:28145 VA
HVAC 7341 VA 100.00% 7341 VA Total Conn. Load:28145 VA
Electric Clothes Dryer 4992 VA 100.00% 4992 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:79 A 76 A 79 A
Total Load:9483 VA 9171 VA 9491 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 960 VA -- -- --30
27 ---- -- 960 VA 960 VA -- -- --28
25 ---- -- 960 VA 960 VA 3 20 A HVAC Pump 26
23 HVAC Pump 20 A 3 960 VA 2496... -- -- --24
21 ---- -- 2080... 2496... 2 30 A Dryer 22
19 Telecom Rack 20 A 2 2080...20
17 ---- --2496...18
15 Dryer 30 A 2 2496... 0 VA -- -- --16
13 ATC Control Panel 20 A 1 3600... 0 VA 2 20 A Existing Water Heater 14
11 Receptacles- Mechanical and Storage 20 A 1 900 VA 1080... 1 20 A Receptacles 12
9 10
7 Unit Heaters 20 A 1 552 VA 792 VA 1 20 A FCU's 8
5 Circulator Pumps 20 A 1 240 VA 360 VA 1 20 A Receptacles - Telecom Room 6
3 Receptacle-Washer 1 20 A 1 180 VA 4
1 Receptacle - Washer 2 20 A 1 180 VA 360 VA 1 20 A Receptacles - Telecom Room 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:200 A
Mounting:Surface Wires:4 Mains Rating:200 A
Supply From:MDP Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:10K
Branch Panel: MP-LL
All single pole 20A breakers to be Arc Fault
Notes:
Lighting 4315 VA 100.00% 4315 VA
Receptacle 4140 VA 100.00% 4140 VA
Other 0 VA 0.00% 0 VA Total Est. Demand:57 A
Lighting - Exterior 1440 VA 125.00% 1800 VA Total Conn.:56 A
Lighting - Dwelling Unit 0 VA 0.00% 0 VA Total Est. Demand:20361 VA
Kitchen Equipment - Non-Dwelling Unit 6240 VA 100.00%6240 VA Total Conn. Load:20015 VA
HVAC 3952 VA 100.00% 3952 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:58 A 61 A 50 A
Total Load:6876 VA 7204 VA 5945 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 Receptacles- Outdoor 20 A 1 540 VA 1440... 1 20 A Lighting - Site Poles 18
15 Kitchen Stove Hood 20 A 1 0 VA 1976... -- -- --16
13 Machine Room and Pit Receptacle 20 A 1 540 VA 1976...2 30 A Elevator Split Unit 14
11 Receptacles - Lounge 002 20 A 1 720 VA 0 VA 1 20 A Elevator - Cab Lights 12
9 Kitchen Receptacles 20 A 1 540 VA 1260... 1 20 A Receptacles - Lounge and Lobby 10
7 ---- -- 3120... 360 VA 1 20 A Microwave 8
5 Wall Oven 20 A 2 3120... 180 VA 1 20 A Refridgerator 6
3 North Lighting 20 A 1 1957... 1507... 1 20 A West Lighting 4
1 West Stair Lighting 20 A 1 640 VA 240 VA 1 20 A North Wing Stair Lights 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:200 A
Mounting:Surface Wires:4 Mains Rating:200 A
Supply From:MDP Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:10k
Branch Panel: PP-LL
www.collinselectricco.comScale
Date
Drawn By
Project Number
8/19/2022 8:45:09 AME-601 SchedulesSmith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
All single pole 20A breakers to be Arc Fault
Notes:
Total Est. Demand:44 A
Lighting 5776 VA 100.00% 5776 VA Total Conn.:44 A
Receptacle 9180 VA 100.00% 9180 VA Total Est. Demand:16030 VA
Other 0 VA 0.00% 0 VA Total Conn. Load:16030 VA
HVAC 1080 VA 100.00% 1080 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:43 A 48 A 43 A
Total Load:5109 VA 5803 VA 5120 VA
41 42
39 40
37 38
35 36
33 34
31 Receptacles- 101 20 A 1 360 VA 32
29 Receptacles- 104 20 A 1 360 VA 30
27 Receptacles- 104 20 A 1 360 VA 28
25 Receptacles- 107 20 A 1 360 VA 360 VA 1 20 A Receptacles- 105 26
23 Receptacles- 109 20 A 1 360 VA 360 VA 1 20 A Receptacles- 107 24
21 Receptacles- 108 20 A 1 360 VA 360 VA 1 20 A Receptacles- 105 22
19 Receptacle- 100T2 20 A 1 180 VA 360 VA 1 20 A Receptacles- 109 20
17 Receptacle- 108T 20 A 1 180 VA 360 VA 1 20 A Receptacles-103 18
15 Receptacle- 106T 20 A 1 180 VA 360 VA 1 20 A Receptacles-102 16
13 Receptacles- Living Room 20 A 1 720 VA 900 VA 1 20 A Receptacles- Corridor 14
11 Receptacles - Living Room 20 A 1 1080... 1520... 1 20 A Dorm Lights 12
9 North Dorm and Bathroom Lighting 20 A 1 1532... 1392... 1 20 A Northern Wing Lights 10
7 Hallway Lighting 20 A 1 640 VA 720 VA 1 20 A Lighting - Living Room 8
5 Bathroom Receptacle 20 A 1 360 VA 540 VA 1 20 A Receptacles- 106 6
3 Bathroom Receptacle 20 A 1 180 VA 1080... 1 20 A Fan Coil Units 4
1 Bathroom Receptacle 20 A 1 180 VA 360 VA 1 20 A Receptacles - Study 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:200 A
Mounting:Surface Wires:4 Mains Rating:200 A
Supply From:MDP Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:10k
Branch Panel: PP-1
All single pole 20A breakers to be Arc Fault
Notes:
Total Est. Demand:49 A
Lighting 6206 VA 100.00% 6206 VA Total Conn.:50 A
Receptacle 10800 VA 96.30% 10400 VA Total Est. Demand:17685 VA
Other 0 VA 0.00% 0 VA Total Conn. Load:18085 VA
HVAC 1080 VA 100.00% 1080 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:50 A 49 A 52 A
Total Load:5997 VA 5880 VA 6208 VA
41 42
39 40
37 38
35 Receptacles- 204 20 A 1 540 VA 36
33 34
31 Receptacles- 205 20 A 1 540 VA 540 VA 1 20 A Receptacles- 200HK 32
29 Receptacles-208 20 A 1 540 VA 540 VA 1 20 A Receptacles- 207 30
27 Receptacles- 202 20 A 1 540 VA 28
25 Receptacles- 201 20 A 1 360 VA 540 VA 1 20 A Receptacles- 210 26
23 Receptacles- 204 20 A 1 360 VA 360 VA 1 20 A Receptacles- 202 24
21 Receptacles- 211 20 A 1 540 VA 540 VA 1 20 A Receptacles- 206 22
19 Receptacles- 209 20 A 1 360 VA 360 VA 1 20 A Receptacles- 203 20
17 Receptacle- 200T3 20 A 1 180 VA 360 VA 1 20 A Receptacles- 210 18
15 Receptacles- 203 20 A 1 360 VA 360 VA 1 20 A Receptacles- 201 16
13 Northern Wing Lights 20 A 1 2137... 180 VA 1 20 A Receptacle- 200T2 14
11 Receptacles - Corridor 20 A 1 1080... 1590... 1 20 A North Dorm Lighting 12
9 Receptacle- 200T2 20 A 1 180 VA 360 VA 1 20 A Receptacles- 209 10
7 Receptacles- 200 20 A 1 360 VA 360 VA 1 20 A Receptacles- 200 8
5 Receptacle- 200T1 20 A 1 180 VA 480 VA 1 20 A Hallway Lighting 6
3 Fan Coil Units 20 A 1 1080... 1920... 1 20 A South Dorm Lighting 4
1 Other 20 A 1 80 VA 180 VA 1 20 A Receptacle- 200T2 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:200 A
Mounting:Surface Wires:4 Mains Rating:200 A
Supply From:MDP Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:10k
Branch Panel: PP-2
All single pole 20A breakers to be Arc Fault
Notes:
Lighting 7066 VA 100.00% 7066 VA Total Est. Demand:69 A
Power 5757 VA 100.00% 5757 VA Total Conn.:72 A
Receptacle 12060 VA 91.46% 11030 VA Total Est. Demand:25005 VA
Other 0 VA 0.00% 0 VA Total Conn. Load:26035 VA
HVAC 1152 VA 100.00% 1152 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:71 A 71 A 74 A
Total Load:8560 VA 8553 VA 8921 VA
41 42
39 40
37 1919...-- -- --38
35 Receptacles- 304 20 A 1 540 VA 1919... -- -- --36
33 1919... 3 25 A ERV 34
31 Receptacles- 308 20 A 1 540 VA 540 VA 1 20 A Receptacles- 301 32
29 Receptacles-309 20 A 1 540 VA 540 VA 1 20 A Receptacles- 310 30
27 Receptacles- 309 20 A 1 540 VA 540 VA 1 20 A Receptacles- 302 28
25 Receptacles- 305 20 A 1 360 VA 540 VA 1 20 A Receptacles- 311 26
23 Receptacles- 311 20 A 1 360 VA 360 VA 1 20 A Receptacles- 307 24
21 Receptacles- 306 20 A 1 360 VA 540 VA 1 20 A Receptacles- 312 22
19 Receptacle-300T1 20 A 1 180 VA 360 VA 1 20 A Receptacles- 307 20
17 North Dorm and Bathroom Lighting 20 A 1 1474... 180 VA 1 20 A Receptacle-300T1 18
15 Receptacle-300T1 20 A 1 180 VA 360 VA 1 20 A Receptacles- 310 16
13 Receptacles- Corridor 20 A 1 1080... 1817...1 20 A Northern Wing Lights 14
11 Fan Coil Units 20 A 1 1008... 1420... 1 20 A 4th Floor Lighting 12
9 Receptacles- Attic Storage 20 A 1 1080... 1954... 1 20 A South Dorm Lighting 10
7 Receptacles- 303 20 A 1 360 VA 720 VA 1 20 A Receptacles - 4th Floor 8
5 Receptacle- 300T3 20 A 1 180 VA 400 VA 1 20 A Corridor Lighting - Level 3 6
3 Receptacle- 300T3 20 A 1 360 VA 720 VA 1 20 A Receptacles - 4th Floor 4
1 ATC Control Panel 20 A 1 0 VA 144 VA 1 20 A Fan Coil Units - 4th Floor 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:200 A
Mounting:Surface Wires:4 Mains Rating:200 A
Supply From:MDP Phases:3 Mains Type:
Location:Volts:120/208 Wye A.I.C. Rating:10k
Branch Panel: PP-3
Fixture Schedule
Fixture Type QTY Manufacturer Model Type Comments
B 66 Bathroom Recessed Can
C 82 Hallway Fixture
D 8 Stair FIxture with Intergral Dual Tech Occupancy Sensor
E 19 Bathroom Sconce
J 43 Dorm Fixture
K 32 Recessed Can (Non Bathroom)
P 2 Elevator Pit Light
Q 12 Sternberg Campus Standard Sternberg Pole
U 2 Porch Light (Ceiling)
W 4 Wall Pack with intergral photocell
W2 2 Decorative Exterior Sconce
X1 36 Exit Sign
Z 43 Mech Room Fixture
UPUPR
R
R
R R
EM
LVLVV
V
V
V
V
OSOSOSOS OSOSOSOSOSOSR
R
EM
OS
LVLVLV
LV
REM
OC
V
V
OC
OC
OC
OC
LVLVLVR
EM
OSOS
C
d
C C
d
C C
d
C C
a
Z
a
Z
a
Z
a
Z a
Z
a
Z
a
Z
a
Z
a
Z
a
Z
Z
Z
Z
b
Z
b
Z
b
Z
b
Z
a
Z
a
Z
c
Z
a
E
a
B
Z
a
Z
g
C
g
C
C
d
C
Z
P
a a
EP-LL
60 A
a
a
a
a
a
a
EP-LL- 6
a
EP-LL- 1
EP-LL- 1
PP-LL- 3
a
C
a
C
a
C
a
a
a
b
a
EM
b
a
EP-LL- 6
c
MP-LL
200 A
a
d
e
f
d
d
f
e
f
K
f
K
f
K
f
K
f
K
f
K
f
K
f
K
f
K
f
K
e
K
e
K
e
K
e
K
e
K
e
K
e
K
e
K
e
K
e
K
d
C
C
g
e
f
d
dd
d
f
e
g
g
PP-LL- 4
EP-LL- 6
EP-LL- 6typ.
EP-LL-5
D
PP-LL-1
D
U
W
W
a
Z
a
Z
a
a
U
EP-LL- 6
Note: All EM lighting on this floor on this circuit U.N.O.
Dimming
required in this
space
Dimming
required in this
space
PP-LL-
13
W
W
Lighting Legend
OS
LV
R
R
EM
OC
V
Single Pole Switch
Line Voltage Occupancy Sensor
Low Voltage Switch
Lighting Relay
UL924 Emergency Lighting Relay
Low Voltage Occupancy Sensor
Low Voltage Vacancy Sensor www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:12 AMEL-100Lighting - Lower LevelSmith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Lighting General Notes:
Corridors:
-Lights turn on via low voltage maintenance switches or occupancy sensors during daytime hours
-Lights tun on via low volatge maintenance switches during nighttime hours
-Non-emergency fixtures to turn off after 30 min of inactivity
-Emergency lights to be on 24/7
Stairs:
-Type D fixtures to have integral occupancy sensors. To dim to approx. 10% when unoccupied.
-Stairs with type C fixtures, EM fixtures to be on 24/7. Normal fixtures to dim to approx 10% when not occupied.
Dorm Rooms:
- Fixtures controlled via toggle switch at doorway.
-Closet fixtures to have integral occupancy sensors
-Unless shown otherwise, each floor emergency lighting is to be all on the same circuit.
-Dimming not required in:
Corridors
Dorm Rooms
Mechanical Spaces
Bathrooms
-Uppercase letter denotes fixture type, lowercase denotes switchleg.
ELEC. PANEL
LVOC
OC OC OC
OC
LV OSLVR
ROS
R
OC
OC
OC
OC
R
LVLVLVLV
R
OS
R
OC
R
B B
C
c
CC
c
CC
c
C
c
C
Cc
C
C a
a
B
c
C
PP-LL-1
D
EP-LL-5
D
Typical Stair Control Scheme:
Fixtures fed constantly with integral motion sensors.
Dim to low light output when no motion detected.
b
C
b
E
b
E
b
E
b
E
Z
b
B
b
B
C
X1
X1
X1
a
J
a
J
a
J
a
J
a
J
a
J
a
J
EP-LL- 9
B
B
BB
B
B
B B
B
PP-1- 7
c
c c cc
a a a a
a
aa
b
PP-1- 9
b
b
E
b
B
C
e
K
e
K
e
K
e
K
e
K
e
K
e
K
e
K
f
K
f
K
f
K
f
K
C
d
C
d
C
C
dPP-1- 7
d
d
e
e
e
e
e
f
?a
J
g
J
J
g
g
J
PP-1- 8
a
E
a
E
a
B
a
B
a
a
B
a
J
a
C
a
s
C
EP-LL-2
C
s
s
Note: All EM lighting on this
floor on this circuit U.N.O.
p
W2
p
W2
p
Porch Lights on from dusk to dawn.
Dimming
required in this
space
Dimming
required in this
space
Dimming
required in this
space
Lighting Legend
OS
LV
R
R
EM
OC
V
Single Pole Switch
Line Voltage Occupancy Sensor
Low Voltage Switch
Lighting Relay
UL924 Emergency Lighting Relay
Low Voltage Occupancy Sensor
Low Voltage Vacancy Sensor www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:15 AMEL-101Lighting - Level 1Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Lighting General Notes:
Corridors:
-Lights turn on via low voltage maintenance switches or occupancy sensors during daytime hours
-Lights tun on via low volatge maintenance switches during nighttime hours
-Non-emergency fixtures to turn off after 30 min of inactivity
-Emergency lights to be on 24/7
Stairs:
-Type D fixtures to have integral occupancy sensors. To dim to approx. 10% when unoccupied.
-Stairs with type C fixtures, EM fixtures to be on 24/7. Normal fixtures to dim to approx 10% when not occupied.
Dorm Rooms:
- Fixtures controlled via toggle switch at doorway.
-Closet fixtures to have integral occupancy sensors
-Unless shown otherwise, each floor emergency lighting is to be all on the same circuit.
-Dimming not required in:
Corridors
Dorm Rooms
Mechanical Spaces
Bathrooms
-Uppercase letter denotes fixture type, lowercase denotes switchleg.
UP DNELEC. PANELUPDN1
A-7.9
OC
OC
OC OC
OC
OC
OC
OC
OS LV
R
R
LVLVOSOSR
LVLVOC
B
a
a
J
a
J
a
a
J
a
a
J
a
a
J
aa
a
J
a
J
a a a b
b
a
a
J
b
C
b
E
b
E
b
E b
B
b
B
b
E
a
B
a
B
a
E
a
J
B
B
B
B
B
B B B
B
CCC
C
C
B
B
C
B
B
B
PP-2
200 A
c
C
c
C
c
C
c
C
c
C
c
C
c
c
c
c c
c
PP-2- 6
c
c
Does this
stair actually
go down
here?
PP-2- 13
a
J
a
J
a
B
a
E
a
J
a
J
a
Ja
a
a
a
a
B B
B
B
B
a
J
a
J
s
C
d
d
C
C
d
d
d
d
EP-LL-2
C
EP-LL- 8
C
PP-LL-1
D
Typical Stair Control Scheme:
Fixtures fed constantly with integral motion sensors.
Dim to low light output when no motion detected.
s
Note: All EM lighting on this floor on this circuit U.N.O.
Lighting Legend
OS
LV
R
R
EM
OC
V
Single Pole Switch
Line Voltage Occupancy Sensor
Low Voltage Switch
Lighting Relay
UL924 Emergency Lighting Relay
Low Voltage Occupancy Sensor
Low Voltage Vacancy Sensor www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:17 AMEL-102Lighting - Level 2Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Lighting General Notes:
Corridors:
-Lights turn on via low voltage maintenance switches or occupancy sensors during daytime hours
-Lights tun on via low volatge maintenance switches during nighttime hours
-Non-emergency fixtures to turn off after 30 min of inactivity
-Emergency lights to be on 24/7
Stairs:
-Type D fixtures to have integral occupancy sensors. To dim to approx. 10% when unoccupied.
-Stairs with type C fixtures, EM fixtures to be on 24/7. Normal fixtures to dim to approx 10% when not occupied.
Dorm Rooms:
- Fixtures controlled via toggle switch at doorway.
-Closet fixtures to have integral occupancy sensors
-Unless shown otherwise, each floor emergency lighting is to be all on the same circuit.
-Dimming not required in:
Corridors
Dorm Rooms
Mechanical Spaces
Bathrooms
-Uppercase letter denotes fixture type, lowercase denotes switchleg.
UPDNELEC. PANEL
DNR
R
R
OSOSLVLVLVLVLV
OC
OC
OC
OC
OC
OC
OC
PP-3- 10
PP-3- 17
a
J
a
J
a
J
a
J
a
J
a
J
a
J
a
B
a
B
a
E
b
C
b
B
b
B
b
E
b
E
b
C
b
E
a
J
a
J
a
J
a a b
b
a
a
aaaa
c
C
C
C C
C
B
B B
B
B
B
B
B
B
C
EP-LL-7
C
C
B
B
B
B
C
EP-LL-2
C
B
EP-LL- 7
c
C
c
C
c
C
c
C
c
c
c
c
c
c
PP-3- 14
a
J
a
J
a
a
a
J
a
a
a
B
a
E
a
J
a
a
a
J
d
d
d
C
d
d
d
PP-LL-1
D
Typical Stair Control Scheme:
Fixtures fed constantly with integral motion sensors.
Dim to low light output when no motion detected.
EP-LL-5
D
s
C
s
PP-3- 6
a
J
PP-3- 6
Note: All EM lighting on this floor on this circuit U.N.O.
PP-LL-
13
Lighting Legend
OS
LV
R
R
EM
OC
V
Single Pole Switch
Line Voltage Occupancy Sensor
Low Voltage Switch
Lighting Relay
UL924 Emergency Lighting Relay
Low Voltage Occupancy Sensor
Low Voltage Vacancy Sensor www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:20 AMEL-103Lighting - Level 3Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Lighting General Notes:
Corridors:
-Lights turn on via low voltage maintenance switches or occupancy sensors during daytime hours
-Lights tun on via low volatge maintenance switches during nighttime hours
-Non-emergency fixtures to turn off after 30 min of inactivity
-Emergency lights to be on 24/7
Stairs:
-Type D fixtures to have integral occupancy sensors. To dim to approx. 10% when unoccupied.
-Stairs with type C fixtures, EM fixtures to be on 24/7. Normal fixtures to dim to approx 10% when not occupied.
Dorm Rooms:
- Fixtures controlled via toggle switch at doorway.
-Closet fixtures to have integral occupancy sensors
-Unless shown otherwise, each floor emergency lighting is to be all on the same circuit.
-Dimming not required in:
Corridors
Dorm Rooms
Mechanical Spaces
Bathrooms
-Uppercase letter denotes fixture type, lowercase denotes switchleg.
DNR
EM
REM
R R
EM
R R
EM
OS
OS
OS
LVOC
OC
OC OC
OC
OSCEP-LL- 4
d
Z
d
Z d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
Z
d
d d
d
d
c
C
c
b
b
C
b
C
b
C
b
C
b b
aa
b
a
C
Provide in cupola
cupola cupola
Z
Note: All EM lighting on this floor on this circuit U.N.O.
Lighting Legend
OS
LV
R
R
EM
OC
V
Single Pole Switch
Line Voltage Occupancy Sensor
Low Voltage Switch
Lighting Relay
UL924 Emergency Lighting Relay
Low Voltage Occupancy Sensor
Low Voltage Vacancy Sensor www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:21 AMEL-104Lighting - Level 4Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Lighting General Notes:
Corridors:
-Lights turn on via low voltage maintenance switches or occupancy sensors during daytime hours
-Lights tun on via low volatge maintenance switches during nighttime hours
-Non-emergency fixtures to turn off after 30 min of inactivity
-Emergency lights to be on 24/7
Stairs:
-Type D fixtures to have integral occupancy sensors. To dim to approx. 10% when unoccupied.
-Stairs with type C fixtures, EM fixtures to be on 24/7. Normal fixtures to dim to approx 10% when not occupied.
Dorm Rooms:
- Fixtures controlled via toggle switch at doorway.
-Closet fixtures to have integral occupancy sensors
-Unless shown otherwise, each floor emergency lighting is to be all on the same circuit.
-Dimming not required in:
Corridors
Dorm Rooms
Mechanical Spaces
Bathrooms
-Uppercase letter denotes fixture type, lowercase denotes switchleg.
MDP
600 A
EP-LL
60 A PP-LL
200 A
MP-LL
200 A
PP-LL-5,7
PP-LL-6PP-LL-8
PP-LL-9
PP-LL-11
PP-LL-10
MDP-7
PP-LL-13
PP-LL-12
PP-LL-
14,16
Cab Lights
Split Units
Elevator
MP-LL-3
MP-LL-1
MP-LL-
15,17
MP-LL-
22,24
Stacked Dryers
MP-LL-12
EP-LL-3
MP-LL-11
MP-LL-
23,25,27
MP-LL-
26,28,30
MP-LL-5
MP-LL-13
MP-LL-8
PP-LL-15
MP-LL-7
MP-LL-
14,16
PP-LL-17
MP-LL-
19,21
Telecom Rack
MP-LL-2
MP-LL-6
FCU
GFCI
J
P
CP
UH
WH
E
ERV
Hydronic Unit Heater
Hydronic Pan Coil Unit
Ground Fault Receptacle
Duplex Receptacle
Junction Box/ Hard wired Connection
Water Heater
Equipment Connection
ERV - HVAC Unit
Pump with Integral VFD
Circulating Pump
Power Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:27 AMEP-100Power - Lower LevelSmith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Power General Notes:
1) All receptacles to be tamper resistant
2) All single pole 20A breakers to be Arc Fault
3) Provide disconnects for equipmetn where required
4) Coordinate specialty receptacles/connections with equipment being installed
UP
ELEC. PANEL
UPDNDNGFCI GFCIGFCIGFCIGFCIGFCIGFCIGFCIFCU
FCU FCU
FCU
FCU FCU FCU FCU FCU FCUFCUFCUFCUFCUFCU
PP-1
200 A
PP-1-20
PP-1-31
PP-1-1
PP-1-3
PP-1-23
PP-1-14
PP-1-5
PP-1-27
PP-1-29
PP-1-18
PP-1-16
PP-1-22
PP-1-26
PP-1-6
PP-1-15
PP-1-25
PP-1-24
PP-1-11
PP-1-13
PP-1-2
PP-1-19
PP-1-21
PP-1-17
PP-1-4
FCU
GFCI
J
P
CP
UH
WH
E
ERV
Hydronic Unit Heater
Hydronic Pan Coil Unit
Ground Fault Receptacle
Duplex Receptacle
Junction Box/ Hard wired Connection
Water Heater
Equipment Connection
ERV - HVAC Unit
Pump with Integral VFD
Circulating Pump
Power Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:29 AMEP-101Power - Level 1Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Power General Notes:
1) All receptacles to be tamper resistant
2) All single pole 20A breakers to be Arc Fault
3) Provide disconnects for equipmetn where required
4) Coordinate specialty receptacles/connections with equipment being installed
UP DNELEC. PANELUPDN1
A-7.9
GFCIGFCIGFCI GFCIGFCIFCU
FCUFCU FCU FCU FCU FCU FCU
FCU FCU
FCU FCUFCUFCUFCU
PP-2
200 A
PP-2-10
PP-2-19
PP-2-29 PP-2-30 PP-2-22
PP-2-31
PP-2-23
PP-2-35
PP-2-18
PP-2-26
PP-2-21
PP-2-17
PP-2-9
PP-2-14
PP-2-2
PP-2-11
PP-2-15
PP-2-20
PP-2-16
PP-2-25
PP-2-27
PP-2-24
PP-2-32
PP-2-5
PP-2-7
PP-2-8
PP-2-3
FCU
GFCI
J
P
CP
UH
WH
E
ERV
Hydronic Unit Heater
Hydronic Pan Coil Unit
Ground Fault Receptacle
Duplex Receptacle
Junction Box/ Hard wired Connection
Water Heater
Equipment Connection
ERV - HVAC Unit
Pump with Integral VFD
Circulating Pump
Power Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:30 AMEP-102Power - Level 2Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Power General Notes:
1) All receptacles to be tamper resistant
2) All single pole 20A breakers to be Arc Fault
3) Provide disconnects for equipmetn where required
4) Coordinate specialty receptacles/connections with equipment being installed
UPDNELEC. PANEL
DNGFCIGFCIGFCIGFCIGFCIFCU
FCU FCU
FCU
FCU FCU FCU FCU FCUFCUFCUFCUFCUFCUGFCI
PP-3
200 A
PP-3-16
PP-3-30
PP-3-29
PP-3-27
PP-3-27
PP-3-31 PP-3-20 PP-3-24
PP-3-5
PP-3-23 PP-3-26
PP-3-22
PP-3-19
PP-3-18
PP-3-15
PP-3-13
PP-3-21
PP-3-25
PP-3-32
PP-3-35
PP-3-28
PP-3-7
PP-3-3
PP-3-11
PP-LL-13
FCU
GFCI
J
P
CP
UH
WH
E
ERV
Hydronic Unit Heater
Hydronic Pan Coil Unit
Ground Fault Receptacle
Duplex Receptacle
Junction Box/ Hard wired Connection
Water Heater
Equipment Connection
ERV - HVAC Unit
Pump with Integral VFD
Circulating Pump
Power Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:32 AMEP-103Power - Level 3Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Power General Notes:
1) All receptacles to be tamper resistant
2) All single pole 20A breakers to be Arc Fault
3) Provide disconnects for equipmetn where required
4) Coordinate specialty receptacles/connections with equipment being installed
DNFCU FCUERV
J
PP-3-8
PP-3-4
PP-3-
34,36,38
Provide (3) #10awg w/ #10g
PP-3-2
PP-3-9
PP-3-1
ATC Control
Panel
FCU
GFCI
J
P
CP
UH
WH
E
ERV
Hydronic Unit Heater
Hydronic Pan Coil Unit
Ground Fault Receptacle
Duplex Receptacle
Junction Box/ Hard wired Connection
Water Heater
Equipment Connection
ERV - HVAC Unit
Pump with Integral VFD
Circulating Pump
Power Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:33 AMEP-104Power - Level 4Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
Power General Notes:
1) All receptacles to be tamper resistant
2) All single pole 20A breakers to be Arc Fault
3) Provide disconnects for equipmetn where required
4) Coordinate specialty receptacles/connections with equipment being installed
UPUPS
sb
H CO
SH/S
H/SH/SH/S
H/SH/SH/SS
S
S
S
S
H
H
H
HH/SS
S
S
SS
O/D
B
S
CO
CO
CO
FACP
S
MMMMMM
FAA
RM RMRM
S
RM
S
H/SP
PP
P
MMMM
K
MMMM
H/S H/SSprinkler Service
FACP
FAA
S
S
H
P
MM
RM
DS
CO
RADIO
Main Fire Alarm Panel
Annunciator Panel
Radio Box
Smoke Detector
Smoke With Sounder Base
Heat Detector
CO Detector
Pull Station
Monitor Module
Relay Module
Duct Smoke
H/S
H
H/S
H
C
C
S
S
C
D
S
OD
B
K
Horn Strobe - Wall
Horn - Wall
Strobe - Wall
Horn Strobe - Ceiling
Horn - Ceiling
Strobe - Ceiling
Strobe - Outdoor
Bell - Exterior
Door Holder
Knox Box
Fire Alarm Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:34 AMFA-100Fire Alarm - Lower LevelSmith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
UP
ELEC. PANEL
UPDNDN
P
P
S S
S S S S S
S
S
S
S
S S
S
S
S
S
H/S
H/SH/S H/S
H/S
H/SS
S
S
S
P
S
DDDDDD
MMMM
How do we put
door holders here?
FACP
FAA
S
S
H
P
MM
RM
DS
CO
RADIO
Main Fire Alarm Panel
Annunciator Panel
Radio Box
Smoke Detector
Smoke With Sounder Base
Heat Detector
CO Detector
Pull Station
Monitor Module
Relay Module
Duct Smoke
H/S
H
H/S
H
C
C
S
S
C
D
S
OD
B
K
Horn Strobe - Wall
Horn - Wall
Strobe - Wall
Horn Strobe - Ceiling
Horn - Ceiling
Strobe - Ceiling
Strobe - Outdoor
Bell - Exterior
Door Holder
Knox Box
Fire Alarm Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:36 AMFA-101Fire Alarm - Level 1Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
UP DNELEC. PANELUPDN1A-7.9
DDD DH/S H/S H/S
H/S H/SS S S S S
S
SS
S
S
S
S S
S
P
P
P
H/SS
S
S S
S
S
H/SMMMM
FACP
FAA
S
S
H
P
MM
RM
DS
CO
RADIO
Main Fire Alarm Panel
Annunciator Panel
Radio Box
Smoke Detector
Smoke With Sounder Base
Heat Detector
CO Detector
Pull Station
Monitor Module
Relay Module
Duct Smoke
H/S
H
H/S
H
C
C
S
S
C
D
S
OD
B
K
Horn Strobe - Wall
Horn - Wall
Strobe - Wall
Horn Strobe - Ceiling
Horn - Ceiling
Strobe - Ceiling
Strobe - Outdoor
Bell - Exterior
Door Holder
Knox Box
Fire Alarm Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:38 AMFA-102Fire Alarm - Level 2Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
UPDNELEC. PANEL
DNS
S S S
S
S
S
S
S
S
S S
S
S
SSS
SS
S
H/SH/S H/S
H/SH/S
H/S H/SDDDDP
P
P
S
S
S
S
MMMM
FACP
FAA
S
S
H
P
MM
RM
DS
CO
RADIO
Main Fire Alarm Panel
Annunciator Panel
Radio Box
Smoke Detector
Smoke With Sounder Base
Heat Detector
CO Detector
Pull Station
Monitor Module
Relay Module
Duct Smoke
H/S
H
H/S
H
C
C
S
S
C
D
S
OD
B
K
Horn Strobe - Wall
Horn - Wall
Strobe - Wall
Horn Strobe - Ceiling
Horn - Ceiling
Strobe - Ceiling
Strobe - Outdoor
Bell - Exterior
Door Holder
Knox Box
Fire Alarm Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:39 AMFA-103FIre Alarm - Level 3Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
DNS
S
S S
S
S
H/SH/SH/SH/S H/SP
P
DS DS
RM
H/S SMM
S
Provide in cupola
above
ERV Shutdown
Monitor Module for potential
cupola sprinkler valve
FACP
FAA
S
S
H
P
MM
RM
DS
CO
RADIO
Main Fire Alarm Panel
Annunciator Panel
Radio Box
Smoke Detector
Smoke With Sounder Base
Heat Detector
CO Detector
Pull Station
Monitor Module
Relay Module
Duct Smoke
H/S
H
H/S
H
C
C
S
S
C
D
S
OD
B
K
Horn Strobe - Wall
Horn - Wall
Strobe - Wall
Horn Strobe - Ceiling
Horn - Ceiling
Strobe - Ceiling
Strobe - Outdoor
Bell - Exterior
Door Holder
Knox Box
Fire Alarm Legend
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:41 AMFA-104Fire Alarm - Level 4Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
PARSONS HOUSE MAJOR RENOVATIONS AT SMITH COLLEGE24 HENSHAW AVE.NORTHAMPTON, MA.8/19/22FP 1 OF 6M. TURCOTTE22-0486PARSON HOUSE SITE PLANDO NOT SCALEN1. OCCUPANCY: EXISTING DORMITORY DESIGNED TO FM GLOBAL PAMPHLETS2. WET SYSTEM PIPING ON THE LOWER LEVEL AND ATTIC LEVEL 1" TO BE BLACK SCHEDULE 40 WITH CAST IRON FITTINGS PIPING ON THE FIRST FLOOR THROUGH THIRD FLOOR SHALL BE CPVC PLASTIC PIPING WITH CPVC PLASTIC FITTINGS.8. OWNER IS REQUIRED TO PROVIDE TEMPERATURE OF 40ºF MINIMUM IN AREAS THAT HAVE WATER IN PIPE.9. DENOTES HYDRAULIC REFERENCE POINT.7. WET SYSTEM PIPINGGENERAL NOTES THE LOWER LEVEL DESIGN DENSITY IS .20 GPM MOST REMOTE 2500 SQ. FT. AREA WITH 250 GPM OUTSIDE HOSE STREAM. THE FIRST THROUGH THIRD FLOOR RESIDENTIAL FLOOR DESIGN DENSITY IS .10/ 4 RESIDENTIAL SPRINKLERS WITH 250 GPM OUTSIDE HOSE STREAM. FM GLOBAL PAMPHLETS 3-26 FOR HC-1, HC-2 AND RESIDENTIAL OCCUPANCIES. THE ATTIC WET SYSTEM IS DESIGNED TO .10 GPM OVER THE MOST REMOTE 1950 SQ. FT. AREA WITH 250 GPM OUTSIDE HOSE STREAMS.3. THE NEW SYSTEM WILL BE ALL WET. ALL SPACES WITHIN EXISTING RENOVATED BUILDING WILL BE A CONDITIONED SPACE. ALL AREA OF THE BUILDING TO MAINTAIN 40 + DEGREES PER NFPA 13 AND FM GLOBAL.4. ALL CORRIDOR WALLS AND DOORS TO BE 1 HOUR RATED WITH SELF CLOSING DOOR CLOSURES.5. ALL AREAS ABOVE NEW AND EXISTING CEILINGS TO BE FIRE RATED AND CONSIDERED A NON-COMBUSTIBLE SPACE.6. HORIZONTAL SIDEWALLS DEFLECTOR DISTANCE TO BE 4" TO 6" BELOW NEW AND EXISTING CEILINGS. PIPING ON THE LOWER LEVEL AND ATTIC LEVEL 1 1/4" AND LARGER SHALL BE BLACK SCHEDULE 10 with REGULAR GROOVED FITTINGS and WELDED OUTLETS.SPRINKLER RISER DETAIL 1" INSPECTOR'S TESTPIPED OUTSIDE6" WATTS MODEL 757-bfg DOUBLECHECK BACKFLOW ASSEMBLYWITH GXG BUTTERFLY VALVEWITH BUILT IN TAMPER SWITCHES4" GXG SWING CHECK VALVE4" GROOVED DRAIN ELLWITH 12" BALL DRIP ASSEMBLY4"STORZ X 4" NPTFIRE DEPARTMENT CONNECTIONWITH WALL PLATE, CAPS & CHAINS6" C.L. CLASS 52 DUCTILE IRON UNDERGROUNDPIPING WITH MECHANICAL JOINTS TO BEINSTALLED IN ACCORDANCE WITH NFPA 24.TO BE INSTALLED BY OTHERS. MIN. BURY4'-6" TOP OF PIPE.TYPICAL PIPE STAND6" GXG SHOTGUN RISER CHECK ASSEMBLYTRIM, GAUGES AND MAIN DRAIN.6" VANE TYPE WATERFLOW SWITCH6" FORWARD FLUSHINGASSEMBLY WITH 4" GXGNORMALLY CLOSE BUTTERFLYVALVE WITH BUILT IN TAMPERSWITCH.SPRINKLER RISER DETAILDO NOT SCALEWITH FORWARD FLUSHINGCONNECTION6"4" STORZ X 4" NPT FIRE DEPARTMENT CONNECTION DO NOT SCALERISER TEE OR OUTLETFROM SPRINKLER RISER4" GXG SWING CHECK VALVE4" GROOVED DRAIN ELLWITH 12" BALL DRIP ASSEMBLY4" THREAD X GROOVEGLAV. SPOOL PIECE4" STORZ X 4" NPTFIRE DEPARTMENT CONNECTIONWITH WALL PLATE, CAPS & CHAINSGRADEPER NFPA 13, 2013 EDITION SECTION A.8.17.2 THE FIRE DEPARTMENTCONNECTION SHALL BE LOCATED NOT LESS THAN 18" TO 48" ABOVETHE ADJACENT GRADE.BuildexBuildexBuildexBuildexBuildexBuildexULCUSR
ULCUSRULCUSRULCUSRULCUSRULCUSR
FMAPPROVEDFMAPPROVEDFP 1 OF 6 SPRINKLER PLANSCALE 1/4" = 1'-0"DATED: 8/19/22DD SETVANE TYPE WATERFLOW SWITCHINSPECTOR'S TEST AND DRAINASSEMBLY PIPED TO A MAINDRAIN.TO SPRINKLERSSTANDPIPE ORSPRINKLER RISERFEED MAINGXG BUTTERFLY VALVE WITHBUILT IN TAMPER SWITCHGXG SWING CHECKVALVE.DRAIN RISER PIPE TOOUTSIDE LOCATIONZONE CONTROL ASSEMBLY DETAILDO NOT SCALE
PARSONS HOUSE MAJOR RENOVATIONS AT SMITH COLLEGE24 HENSHAW AVE.NORTHAMPTON, MA.8/19/22FP 2 OF 6M. TURCOTTE22-0486LOWER LEVEL SPRINKLER PLANSCALE 1/4" = 1'-0"DATED: 8/19/22ZONE CONTROL STATION LOCATION. SEEDETAIL ON FP 1 OF 6DD SETSTYLECOLORHEADK =NPTORIF.ESCUT.WRENCHCNTSYMSPRINKLER SYMBOLSMFG.TEMPC-PLATETEMPMODEL#(SIN) #29TYCOLF IIPENDENTWHITE175°N/A6.93/4"3/4"SEMI-REC.W-TYPE 6TY42347TYCOLF IIRES. S.W.WHITE175°N/A5.81/2"9/16"SEMI-REC.W-TYPE 7TY43348RELIABLEF3QRDRY S.W.CHROME200°N/A5.61/2"1/2"SEMI-REC.MODEL HR573425TYCOTY-B UPRIGHTBRASS200°N/A5.61/2"1/2"EXPOSEDW-TYPE 6TY3251HYDRAULIC REMOTE AREA # 427 Q.R. Sprinklers Operating Density .20 Over Entire Area 250 GPM for hose streamDemand @ Base of Riser:585.17 GPM @ 59.79 PSITotal Demand @ Street835.16 GPM @ 62.96 PSIGENERAL NOTES:1. SEE FP 1 OF 2 FOR DESIGN AND GENERAL NOTES2. DENOTES HYDRAULIC REFERANCE POINTESRT13. ALL CORRIDOR WALLS TO BE 1 HOUR RATED WITH 20 MIN RATED DOORS WITH DOOR CLOSURES.4. ALL AREAS ABOVE NEW AND EXISTING CEILINGS TO BE FIRE RATED AND CONSIDERED A NON-COMBUSTIBLE SPACE.5. SIDEWALL DEFLECTOR DISTANCE TO BE 4" TO 6" BELOW NEW AND EXISTING CEILINGS.B.S. OFFICE006B.S. OFFICE006SDDWFRIG.LOBBY001KITCHENETTE000KPANTRYWALLOVENVEST000C4MECH000M1M.WAVE
UP
UP
SDDWUPRIGHT SPRINKLER UNDER INTERMEDIATELANDING.CENTER LINECENTER LINECENTER LINECENTER LINE CENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINECENTER LINEDRY SIDEWALLS FOROUTSIDE CANOPY.DRY SIDEWALLS FOROUTSIDE CANOPY.DRY SIDEWALLS FOROUTSIDE CANOPY.DRY SIDEWALLS FOROUTSIDE CANOPY.4" FEED RISER X UP .4" STORZ X 4" NPT FIRE DEPARTMENTCONNECTION WITH WALL PLATEAND CAP & CHAIN4" BULK FEED MAIN FROMSPRINKLER RISER ROOMNEED LOWER CEILINGTO COVER PIPE.
FIRST FLOOR SPRINKLER PLANSCALE 1/4" = 1'-0"DATED:8/19/22ZONE CONTROL STATION LOCATION. SEEDETAIL ON FP 1 OF 6DD SETSTYLECOLORHEADK =NPTORIF.ESCUT.WRENCHCNTSYMSPRINKLER SYMBOLSMFG.TEMPC-PLATETEMPMODEL#(SIN) #49TYCOLF IIPENDENTWHITE200°N/A6.93/4"3/4"SEMI-REC.W-TYPE 6TY423426TYCOLF IIRES. S.W.WHITE200°N/A5.81/2"9/16"SEMI-REC.W-TYPE 7TY43348RELIABLEF3QRDRY S.W.CHROME200°N/A5.61/2"1/2"SEMI-REC.MODEL HR5734NEW SOFFIT FORSPRINKLER PIPEGENERAL NOTES:1. SEE FP 1 OF 2 FOR DESIGN AND GENERAL NOTES2. DENOTES HYDRAULIC REFERANCE POINTESRT13. ALL CORRIDOR WALLS TO BE 1 HOUR RATED WITH 20 MIN RATED DOORS WITH DOOR CLOSURES.4. ALL AREAS ABOVE NEW AND EXISTING CEILINGS TO BE FIRE RATED AND CONSIDERED A NON-COMBUSTIBLE SPACE.5. SIDEWALL DEFLECTOR DISTANCE TO BE 4" TO 6" BELOW NEW AND EXISTING CEILINGS.6. FIRST FLOOR PIPE SIZING IS BASED ON SECOND FLOOR AREA # 3 HYDRAULIC CALCULATIONS.UPBATH100T12222ELEC. PANELUP DNBATH108A
PARSONS HOUSE MAJOR RENOVATIONS AT SMITH COLLEGE24 HENSHAW AVE.NORTHAMPTON, MA.8/19/22FP 3 OF 6M. TURCOTTE22-0486
PARSONS HOUSE MAJOR RENOVATIONS AT SMITH COLLEGE24 HENSHAW AVE.NORTHAMPTON, MA.8/19/22FP 4 OF 6M. TURCOTTE22-0486SECOND FLOOR SPRINKLER PLANSCALE 1/4" = 1'-0"DATED: 8/19/22STYLECOLORHEADK =NPTORIF.ESCUT.WRENCHCNTSYMSPRINKLER SYMBOLSMFG.TEMPC-PLATETEMPMODEL#(SIN) #61TYCOLF IIPENDENTWHITE200°N/A6.93/4"3/4"SEMI-REC.W-TYPE 6TY423429TYCOLF IIRES. S.W.WHITE200°N/A5.81/2"9/16"SEMI-REC.W-TYPE 7TY4334ZONE CONTROL STATION LOCATION. SEEDETAIL ON FP 1 OF 6HYDRAULIC REMOTE AREA # 34 Residential Sprinklers Operating Density .10 GPM Over 4 Res. Spkrs.250 GPM for hose streamDemand @ Base of Riser:95.70 GPM @ 68.39 PSITotal Demand @ Street345.70 GPM @ 68.46 PSIDD SETNEW SOFFIT FORSPRINKLER PIPEGENERAL NOTES:1. SEE FP 1 OF 2 FOR DESIGN AND GENERAL NOTES2. DENOTES HYDRAULIC REFERANCE POINTESRT13. ALL WALLS TO BE 1 HOUR RATED WITH 20 MIN RATED DOORS WITH DOOR CLOSURES.4. ALL AREAS ABOVE NEW AND EXISTING CEILINGS TO BE FIRE RATED AND CONSIDERED A NON-COMBUSTIBLE SPACE.5. SIDEWALL DEFLECTOR DISTANCE TO BE 4" TO 6" BELOW NEW AND EXISTING CEILINGS.UPDN
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THIRD FLOOR SPRINKLER PLANSCALE 1/4" = 1'-0"CUBBIESCUBBIES
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DRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERDRESSERCUBBIESDRESSERSTYLECOLORHEADK =NPTORIF.ESCUT.WRENCHCNTSYMSPRINKLER SYMBOLSMFG.TEMPC-PLATETEMPMODEL#(SIN) #52TYCOLF IIPENDENTWHITE200°N/A6.93/4"3/4"SEMI-REC.W-TYPE 6TY423426TYCOLF IIRES. S.W.WHITE200°N/A5.81/2"9/16"SEMI-REC.W-TYPE 7TY4334DATE: 8/19/22ZONE CONTROL STATION LOCATION. SEEDETAIL ON FP 1 OF 6HYDRAULIC REMOTE AREA # 24 Residential Sprinklers Operating Density .10 GPM Over 4 Res. Spkrs.250 GPM for hose streamDemand @ Base of Riser:105.45 GPM @ 74.69 PSITotal Demand @ Street355.44 GPM @ 74.78 PSIDD SET1" LOW POINT DRAINDOWN TO MECH ROOM.3" X UP TO ATTICWET SYSTEM.ATTIC ZONE CONTROL STATION ISACCESSIBLE FROM THE THIRD FLOORLEVEL.2" GANG DRAIN RUN DOWN TO LOWERLEVEL AND PIPED OUTSIDE.NEW SOFFIT FORSPRINKLER PIPEGENERAL NOTES:1. SEE FP 1 OF 2 FOR DESIGN AND GENERAL NOTES2. DENOTES HYDRAULIC REFERANCE POINTESRT13. ALL CORRIDOR WALLS TO BE 1 HOUR RATED WITH 20 MIN RATED DOORS WITH DOOR CLOSURES.4. ALL AREAS ABOVE NEW AND EXISTING CEILINGS TO BE FIRE RATED AND CONSIDERED A NON-COMBUSTIBLE SPACE.5. SIDEWALL DEFLECTOR DISTANCE TO BE 4" TO 6" BELOW NEW AND EXISTING CEILINGS.DNELEC. PANELUP
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13NEEDS NEW DROPCEILINGNEEDS NEW DROPCEILINGMECH. SPACEPARSONS HOUSE MAJOR RENOVATIONS AT SMITH COLLEGE24 HENSHAW AVE.NORTHAMPTON, MA.8/19/22FP 5 OF 6M. TURCOTTE22-0486TYCO RESIDENTIALPENDENT 6.9 KTYCO RESIDENTIALSIDEWALL 5.8 K14' x 14' MAXSPACING14' x 14' MAXSPACING
PARSONS HOUSE MAJOR RENOVATIONS AT SMITH COLLEGE24 HENSHAW AVE.NORTHAMPTON, MA.8/19/22FP 6 OF 6M. TURCOTTE22-0486ATTIC LEVEL FIRE SPRINKLER PLANSCALE 1/4" = 1'-0"HALL400C1STYLECOLORHEADK =NPTORIF.ESCUT.WRENCHCNTSYMSPRINKLER SYMBOLSMFG.TEMPC-PLATETEMPMODEL#(SIN) #45TYCOTY-BUPRIGHTBRASS200°N/A5.61/2"1/2"EXPOSEDW-TYPE-6 TY3151ATTICSTORAGEHALL400C1DATE: 8/19/22GENERAL NOTES:1. SEE FP 1 OF 2 FOR DESIGN AND GENERAL NOTES2. DENOTES HYDRAULIC REFERANCE POINTESRT1HYDRAULIC REMOTE AREA # 130 Sprinklers Operating Density .10 GPM Over 1950 Sq. Feet250 GPM for hose streamDemand @ Base of Riser:526.32 GPM @ 63.24 PSITotal Demand @ Street776.32 GPM @ 64.96 PSICROSS SECTION "A"-"A"SCALE 1/4" = 1'-0"CROSS SECTION "B"-"B"SCALE 1/4" = 1'-0""A""A""B""B"3. ROOF PITCH IS 8/12 FOR DESIGN PURPOSES.4. ALL AREAS OF THE ATTIC TO BE A CONDITIONED SPACE. 40 DEGREES MUST BE MAINTAINED TO KEEP PIPES FROM FREEZING PER FM GLOBAL.DD SET
If installed during spring or fall planting season, provide ValleyGreen USA "Dark and Durable Mix" or approved equal from ValleyGreen, New England Seed Company, Central Nurseries, orapproved equal supplier:·80% tall fescue (Festuca arundinacea)·10% perennial rye (Lolium perenne)·10% Kentucky bluegrass (Poa pratensis)SEED AT 8LB/1000SFIf installed in warm summer (June 15 - September 15)- provideValley Green USA "Dark and Durable Mix" + Intermediate Rye orapproved equal from Valley Green, New England Seed Company,Central Nurseries, or approved equal supplier:·70% tall fescue (Fescue arundinacea)·10% perennial rye (Lolium perenne)·10% intermediate rye (Panterra rye)·10% Kentucky bluegrass (Poa pratensis)SEED AT 8LB/1000SFPROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION
PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION
L3.0L3.0L3.0L3.0L3.0L3.0L3.0L3.0PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION
L-3.1L-3.1L-3.1L-3.1L-3.1L-3.1L3.3L-3.2L-3.1L-3.2L-3.2L-3.2L3.3L-3.4PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION
FDFDFDDDD6" PVC4" PVC4"
P
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4"
P
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4"
P
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P
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4" PVC6" PVCEND CURBDRY WELLDRY WELLSMALL C.B.FOOTING DRAIN(APPROX. EL.=214.0)ROOFCOLLECTIONROOF COLLECTIONADD CURB TOCONFINE RUNOFFPOTENTIALLY CLEAN &RE-USE EX. DRY WELL8"
PVC
8" PVC
SMALL C.B.SMALL C.B.4" PVC L-3.1L-3.1PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION
L3.5L3.5L3.5L3.5L3.6PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION
DDFDFDFDFDFDFDDDDDDDDDDDD
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PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION
··PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTIONTEMPORARY TREE PROTECTIONSCALE: NTS1TEMPORARY CATCH BASIN PROTECTIONSCALE: NTS3SILT FENCESCALE: 1" = 1'-0"2
PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTIONCIP PEDESTRIAN CONCRETE PAVINGSCALE: 1" = 1'-0"1PEDESTRIAN ASPHALT PAVINGSCALE: NTS3RIVERSTONE APRONSCALE: 1" = 1'-0"4CIP VEHICULAR CONCRETE PAVINGSCALE: 1" = 1'-0"2VEHICULAR ASPHALT PAVINGSCALE: NTS6BIT. CURBSCALE: 1" = 1'-0"5
PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTIONPICNIC TABLESCALE: 3/4" = 1'-0"3STABILIZED STONE DUST PAVING, TYP.SCALE: 1" = 1'-0"2GRANITE STAIR, TYP.SCALE: 1/2" = 1'-0"1RETAINING WALLSCALE: N.T.S.4
PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTIONFOUNDATION DRAINSCALE: NTS1BIKE RACKSCALE: NTS2
PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTIONDUMPSTER ENCLOSURENTS1
PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTIONLAWNSCALE: 3/4" = 1'-0"1LAWN ON SLOPESCALE: NTS3TREE PLANTINGSCALE: NTS2
PROJECT NUMBER:DRAWN BY:REVISIONSNUMBERDATEPARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVELOPMENT - NOT FOR CONSTRUCTIONSHRUB AND GROUNDCOVERSCALE: 3/4" = 1'-0"1
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RRRCUST00HKCTL RM000M1VEST00V1COR.00C1UP STAIR000ST2M-1.0HVACLower Level PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
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ROOFUPDNBATH108TSTUDY100L3LIVING ROOM100L2DOUBLE109PORCH100P2SINGLE101SINGLE102SINGLE103CORRIDOR100C2FOYER100C1VEST100C4CORRIDOR100C3BATH100T1COR.100C5ACC. DOUBLE104PORCH100P1STAIR100ST3STAIR100ST1DOUBLE105ACC. SINGLE106DOUBLE107SINGLE108BATH100T2STO.100ST75 SF5 OCC.215 SF14 OCC.272 SF15 OCC.P.TOW
.S.NAP.S.NAP.CUBBIESH.K.100HK1BATH106TCUBBIESSTAIR100ST2STAIR100ST4M-1.1HVACFirst Floor PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
UPDN
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& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
DNELEC. PANELUP
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CORRIDOR300C1STAIR300ST1M-1.3HVACThird Floor PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
DN
400A1400A2ATTIC STORAGE400A3STAIR400ST1STAIR400ST2M-1.4HVACFourth Floor PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
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PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1RQH$XJXVW 2022DESIGN DEVEL. SET NOT FOR CONSTRUCTION
UP
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MECHANICAL00M2B.S. STO 100M5LOUNGE002LOBBY001B.S. STO 200V2MECH.200M3MECH.300M4LTHW ENTRY00MXSTAIR000ST1PORCH000P1L.S. CLO.00E2PWR CLO.00E1SPRINKLER00M614 x 147.5 x 13.5DWFRIG.(2) WASHERS
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RRRCUST00HKCTL RM000M1VEST00V1COR.00C1UP STAIR000ST2P-0.0PLUMBINGUnderground PlanPROJECT NUMBER:August 19, 202222-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"PLUMBING LEGEND
UP
ACC. TLT.00TUP
MECHANICAL00M2B.S. STO 100M5LOUNGE002LOBBY001B.S. STO 200V2MECH.200M3MECH.300M4LTHW ENTRY00MXSTAIR000ST1PORCH000P1L.S. CLO.00E2PWR CLO.00E1SPRINKLER00M614 x 147.5 x 13.5DWFRIG.(2) WASHERS
(2) STACKEDDRIERSKITCHENETTE00KRECYCLE004DATA CLO.00E39 x 8M.WAVEPANTRYWALLOVENFOLDINGLAUNDRY003RECYCLINGTRASH
RRRCUST00HKCTL RM000M1VEST00V1COR.00C1UP STAIR000ST2P-1.0PLUMBINGLower Level PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
ELEC. PANELP.TOW.LIVING ROOM100L1UP DN
ROOFUPDNBATH108TSTUDY100L3LIVING ROOM100L2DOUBLE109PORCH100P2SINGLE101SINGLE102SINGLE103CORRIDOR100C2FOYER100C1VEST100C4CORRIDOR100C3BATH100T1COR.100C5ACC. DOUBLE104PORCH100P1STAIR100ST3STAIR100ST1DOUBLE105ACC. SINGLE106DOUBLE107SINGLE108BATH100T2STO.100ST75 SF5 OCC.215 SF14 OCC.272 SF15 OCC.P.TOW
.S.NAP.S.NAP.CUBBIESH.K.100HK1BATH106TCUBBIESSTAIR100ST2STAIR100ST4P-1.1PLUMBINGFirst Floor PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTIONSHOWER DRAIN DETAILNO SCALE
UPDN
ELEC. PANEL
ROOFROOFUP DN
P.TOW.
S.NAP.P.TOW.S.NAP.S.NAP.P.TOW
.VEST200C3SINGLE209SINGLE212CORRIDOR200C2SINGLE208SINGLE207ACC. SINGLE206DOUBLE205CORRIDOR200C1DOUBLE204DOUBLE203COR.200C4STAIR200ST4STAIR200ST3DOUBLE210DOUBLE211DOUBLE201BATH200T1DOUBLE202HK200HKBATH200T3STAIR200ST2ACC BATH200T2CUBBIESCUBBIESP-1.2PLUMBINGSecond Floor PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
DNELEC. PANELUP
S.NAP.
P.TOW.VEST300C3DOUBLE310DOUBLE309CORRIDOR300C2BATH300T3SINGLE308DOUBLE307SINGLE306SINGLE305SINGLE304STAIR300ST3STAIR300ST4SINGLE303SINGLE302SINGLE301DOUBLE311SINGLE312ACC BATH300T2P.TOW.BATH300T1P.TOW.CORRIDOR300C1STAIR300ST1STAIR300ST2DN
P-1.3PLBGThird Floor PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
DN
400A1400A2ATTIC STORAGE400A3STAIR400ST1STAIR400ST2P-1.4PLUMBINGFourth/Attic PlanPROJECT NUMBER:22-574DRAWN BY:RRREVISIONSNUMBERDATEFITCH ARCHITECTURE
& COMMUNITY DESIGN
HOME COMMUNITY PLANET
110 PULPIT HILL ROAD
AMHERST, MA 01002
(413) 549-5799
www.facdarchitects.com
PARSONS HOUSE
MAJOR RENOVATIONS
SMITH COLLEGE
24 HENSHAW AVE
NORTHAMPTON, MA 01060
KEITER BUILDERS, INC.
35 MAIN STREET
FLORENCE, MA 01062
tel 413-586-8600
skeiter@keiterbuilders.com
M.J. MORAN, INC.
4 SOUTH MAIN STREET
HAYDENVILLE, MA 01039
tel 413-268-7251
rroy@mjmoraninc.comSCALE:1/8"=1'-0"August 19, 2022DESIGN DEVEL. SET - NOT FOR CONSTRUCTION
UPUP2 70
2
7
0
2 7 0 2702 7 0
CRCR
DC
DC
WAP
WAP
WAP WAP
WAP WAP
WAP
CR
WAP
WAP
DCDCCRCRWAP
2 7 0
WAP
WAP
CR
BCR
DC
270 Degree Camera
Fish Eye Camera
Ceiling Wireless Access Point
Wall Wireless Access Point
Network Drop
Card Reader
Bedroom Card Reader
Door Contact
Data Legend
Telecom Riser
Needed in this Area
NOTE: A location for an access control panel will need to be created on each floor
Emergency Call Box www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:42 AMT-100 Telecom - Lower LevelSmith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
UP
ELEC. PANEL
UPDNDN
BCR BCR BCR BCR BCR
BCR BCR
DCDCDCWAP
WAP
BCRBCR
2 7 0
WAP
WAP
CR
BCR
DC
Data Cabling Pathway
270 Degree Camera
Fish Eye Camera
Ceiling Wireless Access Point
Wall Wireless Access Point
Network Drop
Card Reader
Bedroom Card Reader
Door Contact
Data Legend
Telecom Riser Needed in this Area
NOTE: A location for an access control panel will need to be created on each floor
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:44 AMT-101 Telecom - Level 1Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
UP DNELEC. PANELUPDN1A-7.9
BCR
BCRBCRBCRBCRBCRBCRBCRBCRBCR
BCR BCR
2 7 0
WAP
WAP
CR
BCR
DC
Data Cabling Pathway
270 Degree Camera
Fish Eye Camera
Ceiling Wireless Access Point
Wall Wireless Access Point
Network Drop
Card Reader
Bedroom Card Reader
Door Contact
Data Legend
Telecom Riser Needed in this Area
NOTE: A location for an access control panel will need to be created on each floor
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:45 AMT-102 Telecom - Level 2Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
UPDNELEC. PANEL
DNBCR BCR
BCRBCRBCRBCR BCRBCRBCRBCRB C R
BCR2 70
WAP
WAP
CR
BCR
DC
Data Cabling Pathway
270 Degree Camera
Fish Eye Camera
Ceiling Wireless Access Point
Wall Wireless Access Point
Network Drop
Card Reader
Bedroom Card Reader
Door Contact
Data Legend
Telecom Riser Needed in this Area
NOTE: A location for an access control panel will need to be created on each floor
www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:46 AMT-103 Telecom - Level 3Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
DN2 7 0
WAP
WAP
CR
BCR
DC
270 Degree Camera
Fish Eye Camera
Ceiling Wireless Access Point
Wall Wireless Access Point
Network Drop
Card Reader
Bedroom Card Reader
Door Contact
Data Legend
Telecom Riser
Needed in this Area www.collinselectricco.comScale
Date
Drawn By
Project Number
1/4" = 1'-0"8/19/2022 8:45:47 AMT-104 Telecom - Level 4Smith CollegeParson HouseMDB
8/18/22
22-6203
No. Description Date
6"X 8'-0"ETE6"X 6'-11"ETE
FLCO
FLCO
FD
FD
FD
4"S-UP
2"V-UP
4"S-UP
4"S-UP
2"V-UP
4"S-UP/WC
2"WV-UP
2"W-UP/SINK
4"SAN
4"SAN
4"SAN
4"SAN
4"SAN
4"SAN
6"SAN
4"SAN
3"S-UP/JS
2"W-UP/LB
2"V-UP
YCO
CONNECT TO EXISTING
CAMPUS STEAM &
CONDENSATE LINES
BELOW GRADE AND
REROUTE INTO
BUILDING
3'x3' PIT FOR STEAM &
CONDENSATE ISOLATION
VALVES
FLCO
6"SAN
6x4 VERTICAL
WITH 3"&4"
BRANCHES & 2"
VENT RISE
4"S-UP
2"V-UP
FD
FD
UPACC. TLT.
00T
UPMECHANICAL
00M2B.S. STO 1
00M5
LOUNGE
002
LOBBY
001
B.S. STO 2
00V2
MECH.2
00M3
MECH.3
00M4LTHW ENTRY
00MX
STAIR
000ST1
PORCH
000P1
L.S. CLO.
00E2
PWR CLO.
00E1
SPRINKLER
00M6
14 x 14
7.5 x 13.5
DW
FRIG.(2) WASHERS(2)
STACKED
DRIERSKITCHENETTE
00K
RECYCLE
004
DATA CLO.
00E3
9 x 8
M.WAVE PANTRYWALL
OVEN FOLDING
LAUNDRY
003RECYCLINGTRASH RRR
CUST
00HK
CTL RM
000M1 VEST
00V1
COR.
00C1
UPSTAIR
000ST2
Telecom to TilleyTGenerator Feed to Parsons AnnexE
E
New Parsons
Electrical Service www.collinselectricco.comScale
Date
Drawn By
Project Number
Key Plan
1/8" =
1'-0"8/13/2022 7:59:08 PMUG-100Underground UtilitiesSmith CollegeParson HouseMDB
08/13/22
22-6203No.DescriptionDate