5_FREMONT_SET_PERMIT_06_9.22.2021(06)_Fri_Oct_1_2021_10-52-22 (1).pdf

Inspectional Services Department, Planning Board · from the Town's request portal · released Jun 29, 2022 · 59 pages · 30.0 MB
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MIN LOT AREA: 5000 SF. EXISTING: 11,032 SF
MIN. FRONTAGE: 30 LIN.FT. EXISTING: 179.99 LIN.FT.
MIN. LOT WIDTH: 30 FT. EXISTING: 54' FT.
FRONT SETBACK: 0' PROVIDED: 0'
SIDE: 0'(note 10) PROVIDED: 1'
REAR SETBACK: 10' PROVIDED: N/A
NO. of STORIES: 4 (note 14) PROPOSED: 4
MAX. BUILDING. HT: 48' PROPOSED: 47.62'
MAX. LOT COVERAGE: 90% PROPOSED: 81.9% 
1/8"=1'-0" 
A-000 
Sheet: 1
File: ..\..\57-59 SHIRLEY AVE\STAMP.pdf
Missing or invalid reference 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.08.2021 ISSUED FOR BUILDING PERMIT 
COVER SHEET 
A-000 COVER SHEET 09.08.2021 
PROPOSED MIXED-USE DEVELOPMENT 
5 FREMONT STREET, WINTHROP, MA 
RENDERING - ENTRY ON FREMONT 
PERMIT SET 
COVER SHEET
CIVIL 
C-01 EXISTING CONDITIONS PLAN 09.08.2021
C-02 GRADING AND UTILITY PLAN 09.08.2021
C-03 CONSTRUCTION DETAILS 09.08.2021 
ARCHITECTURAL 
A-001 GENERAL NOTES 09.08.2021
A-010 BUILDING PLANS AND ZONING STUDY 09.08.2021
A-020 BUILDING CODE REVIEW 09.08.2021
A-030 ARCHITECTURAL SITE PLAN 09.08.2021
A-100 PARKING/BASEMENT LEVEL FLOOR PLAN 09.08.2021
A-101 FIRST LEVEL FLOOR PLAN 09.08.2021
A-102 SECOND LEVEL FLOOR PLAN 09.08.2021
A-103 THIRD LEVEL FLOOR PLAN 09.08.2021
A-104 FOURTH LEVEL FLOOR PLAN 09.08.2021
A-105 ROOF PLAN 09.08.2021
A-110 ENLARGED UNIT PLANS 09.08.2021
A-111 ENLARGED UNIT PLANS 09.08.2021
A-112 ENLARGED UNIT PLANS 09.08.2021
A-201 REFLECTED CEILING PLAN - BASEMENT LEVEL 09.08.2021
A-202 REFLECTED CEILING PLAN - 1-ST LEVEL 09.08.2021
A-203 REFLECTED CEILING PLAN - 2-ND LEVEL 09.08.2021
A-204 REFLECTED CEILING PLAN - 3-TH LEVEL 09.08.2021
A-205 REFLECTED CEILING PLAN - 4-TH LEVEL 09.08.2021
A-206 REFLECTED CEILING PLAN - ROOF LEVEL 09.08.2021
A-211 PARKING LEVEL SLAB PLAN 09.08.2021
A-212 1ST LEVEL SLAB PLAN 09.08.2021
A-300 ELEVATIONS 09.08.2021
A-301 ELEVATIONS 09.08.2021
A-400 BUILDING SECTION 09.08.2021
A-401 BUILDING SECTION 09.08.2021
A-410 WALL SECTION AND DETAILS 09.08.2021
A-411 WALL SECTION AND DETAILS 09.08.2021
A-610 BATHROOM PLANS AND INTERIOR ELEVATIONS 09.08.2021
A-620 KITCHEN PLANS AND INTERIOR ELEVATIONS 09.08.2021
A-621 KITCHEN PLANS AND INTERIOR ELEVATIONS 09.08.2021
A-700 STAIR PLANS AND STAIR SECTIONS- STAIRWAY #1 09.08.2021
A-701 STAIR PLANS AND STAIR SECTIONS- STAIRWAY #2 09.08.2021
A-702 STAIR DETAILS 09.08.2021
A-710 ELEVATOR PLAN AND SECTION 09.08.2021
A-900 WINDOW & DOOR SCHEDULE 09.08.2021
A-901 DOOR SCHEDULE 09.08.2021
A-910 EXTERIOR WALL TYPES 09.08.2021
A-911 INTERIOR WALL TYPES 09.08.2021
AV EXTERIOR RENDERINGS 09.08.2021 
EXISTING BUILDING - ENTRY ON FREEMONT AVE. LOCUS MAP 
PROJECT SUMMARY 
AREA OF LOT = 11, 032
SF.
TOTAL GFA 22,149 SF. 
BUILDING
PROGRAM 
BASEMENT LEVEL 
STORAGE (EXISTING)
RESIDENTIAL ENTRY
AND STAIRWAYS
7 PARKING SPACES 
1ST LEVEL 
RETAIL SPACE-EXISTING
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM 
2nd LEVEL 
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM 
3rd LEVEL 
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM
4th LEVEL
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM 
TOTAL 20 UNITS 
DRAWING LIST 
DISTRICT: CENTRAL BUSINESS 
ZONING MAP(2006) ZONING SUMMARY

FREMONT
STREET 
(40.0' WIDE-PUBLIC) 
N
W
E 
8589-142 
PAULINE
STREET 
(60.0' WIDE-PUBLIC) 
LEGEND 
BOSTON 
SURVEY, INC. 
UNIT C-4 SHIPWAYS PLACE
CHARLESTOWN, MA. 02129
(617) 242-1313
www.bostonsurveyinc.com

FREMONT
STREET 
(40.0' WIDE-PUBLIC) 
N
W
E 
8589-142 
PAULINE
STREET 
(60.0' WIDE-PUBLIC) 
LEGEND 
S
S 
UP 
UP 
VESTIBULE 
STAIRWAY #1 
STAIRWAY #2

4” ROOF DRAIN
PAVED AREA LANDSCAPED AREA INLET D A B INLET D A B SEWER PER; PROPOSED PVC SEWER 10’—0” (MIN.)
LJ $ 3-6 3-0" | 2-6" 3” 5'-0"» |6’-0" | 5’-0" PLANS @ 1/8 PER FOOT MIN.
D > - a ore ae pe _p»| gam pe
GRANULAR FLL COMMON FILL/ FINISHED GRADE——\ 6 in bree Eee 56x Oe ae | Are NOTE 1 ls]
ORDINARY BORROW 3’-6"x 3’-6"| 4'-0" | 3-0 6’-0"6 4'-0 3-6 PROPOSED GRADE] °”
3’-6"x 3’-6"| 3’-6" | 3’-0" 6’-0"x 6’-0"| 3’-0” | 2'-6” FPG 4
EXTRA HEAVY C.l. INLET goon gue| poor | poet os e-e*| S20" | Zoe" aeawout \ I | DETECTABLE |
pe pel ge oe pe spn a _pe| ge pe pe 7 .

/ FROM WASH STAND OR 5'-6"x 3-6"| 5-0" | 2-6 6—-6'x 6-6"| 3-0" | 2-6 i] [RISER STACK i TRACER TAPE Se
ti ° AR tN / Vi Noe FLOOR DRAI 6” 4-0 5’-0" | 4’-6" 10” 5'-6"9 7’-6" | 6-6" 8 =|
= SR ar: GZ 0 AS DEPTH AND SURFACE Cl. TEE 4’-0"x 4’-0"| 4’'-0" | 3-6” re ie — z PVC ADAPTER WITH 2
2] Ris AS TREATMENT VARIES 4'-6 4-0" | 3'-6" 6'—0O"x 6-0"! 5-6" | 4-6 5 FLEXIBLE JOINT FERNCO |.24

2 ° 6", 4'-6"| 3’-6" | 3'-0" +m san | opt ae : » OR APPROVED EQUAL. | ©
S — 3} 4-6 6 se 37e 6’-0"9 =| 6-6" | 5-6 rc) 6” PVC ALL METAL FASTENERS |o
5'-0 3-6" | 3’-0 sam pt_pe| pene | gene 4 45° BEND TO BE STAINLESS STEEL.| 2 ‘
DEPTH VARIES 5'-0"x 5’-0"| 3'-0" | 2'~6" 6’-6"x 6’-6"| 5'-0" | 4-0 + 18 4
= . OUTLET TO |} 4244 4A _ 48st —_¥§4 2
3 . — SANITARY SEWER pee efi
3 WARNING TAPE “od “3/4 SR ySHED
: wnrow || 4 ETA SEN huge OF Pe ae pee ae
t A — Ghe"x6"x6"WYE | [[] % 1
° ALL INLET TRAPS TO BE oocfLow| 4
I © FLO i rt “t
: : PROVIDED IN ACCORDANCE v2) ‘ VOSDR—35 PVC pene ‘PIPE PER MASS. BLDG." ”
in ry MW ) ek <7
gi, = COMPACTED WITH 248 CMR 2.00 ™ 4 [> 6" DIA. MIN.» 6” 0/4’ CRUSHED  6* «PLUMBING CODE
se BACKFILL a VAs ee
xe whe ST 8”POURED IN PLACE CONCRETE;
a6 2a HAND TAMPED HAUNCHING ALUMINUM OR PLASTIC COATED 4 8”SOLID CONCRETE BLOCKS WITH NOTES:
8 WROUGHT IRON STEPS CAN BE | ,°,, | Leg FORT OAS REED NGI Aa OUTSIDE 1. LeBARON CAST IRON SEWER CLEANOUT RING COVER. COVER TO BE CAST WITH THE
COMPACTED BEDDING USED. 4 an ” . WORD ”CLEANOUT” AND HAVE FLAT DIAMOND SURFACE.
Zz SNTRTRAE. : “| 3
= eee < Ls) z WROUGHT IRON STEPS
= @
i 18” 4, SANITARY SEWER SERVICE AT BUILDING
(TYP) COMPACTED ;
SUBGRADE a PORTLAND CEMENT MORTAR USED NOT TO SCALE
J “eS 2 Fi SHALL CONSIST OF 1 PART CEMENT,
7 ° “4 Per 2 PARTS SAND. |
rN
CEMENT BRICK,HOLLOW CONCRETE, OR
UTILITY TRENCH CINDER BLOCK MASONRY MUST NOT BE YW bee
NOTES: USED. ROOF
NOT TO SCALE FOR USE TO DRAIN INDOOR COVER PROPOSED LEADER
AREAS ONLY. BUILDING FINISHED GRADE
FOR INLETS LARGER THAN 10” THE 3'-0" l
DESIGN AND DIMENSIONS WILL BE SURCHARGE
» » DETERMINED FOR EACH PARTICULAR CASE
4” CEMENT CONCRETE (6 PRE-CAST SEPARATORS ARE TO HAVE SPLASH MANHOLE COVER TO
THICK IN VEHICULAR AREAS) ALL SPECIFIED HOLES EITHER CORE— BLOCK
CURB VARIES / yw. MESH BORED OR CAST IN PLACE. |
FINISH ep anane x ; SOS sr
rary GRADE GAS TRAP WAIANAE NK IAIN SANSA NEARS
6” REVEAL 1.5% win ‘| GAS TRAP . ce
1.0% : y mY, SCALE: N.T.S. g | -|> |
FINISH TRAYS \S §
PAVEMENT x ——__—_—* YRS \A _}o
———__———_ yy ROOF DRAIN EX
Y, ree A poi
, ee \S — "1 $” WASHED
YIN 4 i) SS ae ONE
RE RGGRORQQEQQGRQGRG a SF, = STONE
EXPANSION K 10’-0” MIN. a
JOINT
RRR COMPACTED SUBGRADE SEALANT N PVC INLET + FILTER FABRIC
wy” (WHEN . i
. REQ’D) y |
8” COMPACTED GRAVEL PRECAST oevweu. —~ || | \S ReenG oO”
| CK
SECTION A N
3/4"-1-1/2" WASHED CRUSHED STONE KX PRECAST DRYWELL
NOTES: \L FILTER FABRIC \\ (SHEA PRECAST 500
1. PROVIDE EXPANSION JOINTS AT \\“ GALLON DRYWELL OR SECTION VIEW
MIN. 30 FT. 0.C. WITH PRE- CONCRETE PLAN VIEW APPROVED EQUAL)
MOULDED JOINT FILLER. SIDEWALK
1/2” PREFORMED
2. PROVIDE CONTROL EXPANSION JOINT
JOINTS AT 6’ O.C. BLDG. FACE
3. PROVIDE BROOM FINISH IN OR FIXED DRYWELL DETAIL
. BUECT
DIRECTION PERPENDICULAR °
JOINT DETAIL
TO CURB. NOT TO SCALE

4. CEMENT CONCRETE SHALL BE
4000 PSI-TYPE ||

VERTICAL
GRANITE
CURB

TREATMENT VARIES

CONCRETE SIDEWALK

NOT TO SCALE

8"x3” BAR GRATING +

r |
. TACK COAT bl eae
12 t
(MIN.) / BIT. CONCRETE PAVEMENT TOP x — ca
” a" 49-4 4 a : i “*
SLOPE _VARIES—~— COURSE (13” MIN.) z :
5/2 EXISTING 3-1 ve 6” BED OF
PRIOR E / {| __ SURFACE. e-3
= J
KAIDAAARA 7 5 PLAN VIEW sue
S a
Ne 4 4
Yr weg ey --3 3/4
. yy . SAWCUT EXISTING 6'-0"
co SS 44 BIT. PAVEMENT oe | ey [
SY 4 AND TACK COAT 4 ‘q
SKS * EDGE O———
YR 4 ee } :
ys : CEMENT 8 e KAY
yn j CONCRETE (3000 fm [ ap 4
SKY PSI-TYPE |) - —— » _| g
Gee Re a Soke RERRRRE HE
° \ | Ne avert he ia REESE
RZ
L________ 5-49 1a" —_____| 7
VRAIRRINVRQRUNORIRORO RR. COMPACTED 6” CRUSHED STONE —| be4 1/2"
SSA WYISA ows GRAVEL
BASE L— 1-4"
SIDE SECTION VIEW
6” 6” ~~ 2+ Mt END SECTION VIEW
m N\
COMPACTED NOTES:

SUBGRADE

VERTICAL GRANITE CURB SET IN EXISTING PAVEMENT

NOT TO SCALE

1, CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2. AVAILABLE IN 3’ AND 6’ SECTIONS.

3. AVAILABLE IN END OR MIDDLE SECTIONS.

4. CONFORMS TO H—20 LOADING.

TRENCH DRAIN

NOT TO SCALE

PROP. FILTER FABRIC
W/18” MIN OVERLAP

/fo PROP. RETAINING WALL

NOTES:
2 3/8” (60 MM) THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS.
NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICP PERMEABLE INTERLOCKING CONCRETE

QO PU NS

PAVEMENT MANUAL.

avb
" — .
fe. gy!
BEDDING COURSE 1 1/2 TO 2”
THICK (TYP. NO. 8 AGGREGATE)
9 N
Z St Nee, STONE
to: oO O (o : . v.- . 7
BSR ORSSS SO latest
BOBO 2S (On RSS — Sed Sabie *
OOo oO Oso AONB ES ,
TT MWR IUI| concen on porrow ano ses
TTT SMM) creck ence

SOIL SUBGRADE — ZERO SLOPE

OWNER IS RESPONSIBLE FOR ALL OPERATIONS & MAINTENANCE OF THE PERMANENT PAVEMENT
NO. 2 STONE SUB—BASE TO BE WRAPPED IN FILTER FABRIC TO PREVENT MIGRATION OF SILL INTO CLEAN STONE. 18”

OF OVERLAP REQUIRED.

PERVIOUS PAVERS SHALL BE ECOSTONE OR APPROVED EQUAL.

PERVIOUS PAVER DETAIL

TYP. NO. 8 AGGREGATE IN OPENINGS
CONCRETE PAVERS MIN. 3 1/8” THICK

OF

Engineering Alliance, Inc.

Civil Engineering & Land Planning Consultants

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NTS 
A-001 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT 
GENERAL NOTES

. 
3.8' BACK 0.2' BACK 
PARKING ENTRY 
(7 parking spaces) 
MEDIA ROOM
GAS & ELECTRIC
METERS
TENANT STORAGE LOCKERS
SPRINKLER
ROOM
TENANT
STORAGE
LOCKERS
BIKE STORAGE
MAINTENANCE
LAUNDRY 
UP 
UP 
BUILDING ABOVE 
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE 
BUILDING ABOVE
BUILDING ABOVE
BUILDING ABOVE 
F6 
F5 
UNEXCAVATED 
UNEXCAVATED 
EXISTING BASEMENT
3982 sq.ft. 
BASEMENT/PARKING LEVEL PLAN
1/16''=1'-0''
1 
UP
DN 
UNIT #105
1 BDRM
560 S.F. 
ELEVATOR
LOBBY
ENTRY
LOBBY
MAIL
ROOM 
D D
B 
C
E
A 
UP
DN 
UNIT #101
2 BDRM
879 S.F. 
UNIT #102
STUDIO
377 S.F.
UNIT #103
1 BDRM
671 S.F. 
W.C. 
W.I.C. 
UNIT #104
2 BDRM
858 S.F. 
W.I.C.
W.I.C. 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. CL. 
W.I.C. 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE 
CL. 
CL. 
1
1
2
3
4
4
3
3
3
4
3
3
3
3
3 3
3
3
3
3 3
3
3
3
3
2 2
2
4
3
3
3
4
4
7
7 7 7
7 7
7 
ROOF OVERHANG 
(E) BLDG 
S
S
S
S 
S 
S 
S 
S
S 
S 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2x10@16" OC 
P5 UP
& DN 
P4 UP
& DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P5 UP
& DN
P4 UP
& DN 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL 
P4 UP
& DN
3 1 2 x9 1 2 LVL 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P5 UP
& DN
P5 UP
& DN
P4 UP
& DN
P5 UP
& DN
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2
S.303
3
S.303
3
S.303
2
S.303
3
S.303
3-2x8 3-2x8
3-2x8
3-2x8
3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8
3-2x8
2-2x10
2-2x10
2-2x10
2-2x10 
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 2x10@16" OC
3-2x10
3-2x10
2x10@16" OC
3-2x8
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
11
S.303
12
S.303
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
15
S.303 
SW-1 
15
S.303 
SW-2 
9 1 2 AJS 150'S
@16" OC 
SW-1 
P4 UP
& DN
P4 UP
& DN
P4 UP
& DN 
EXISTING 1ST FLOOR RETAIL
4030 sq.ft. 
1 st LEVEL PLAN
1/16''=1'-0''
2 
Building Area Legend 
COMMON
EXISTING 
STUDIO
1 BR UNIT
2 BR UNIT 
BASEMENT LEVEL
AREA SCHEDULE (GROSS BUILDING) 
Name Area Comments 
COMMON 928 SF
1st LEVEL 
RETAIL 4.030 SF Existing
TOTAL AREA 
Name Area 
13.380 SF 
3.213 SF
RESIDENTIAL
COMMON 
4.030 SF RETAIL 
3.982 SF BASEMENT 
BASEMENT 1.190 SF Existing 
24.605 SF TOTAL 
COMMON 608 SF 
2-BEDROOM 879 SF Unit 101 
377 SF Unit 102 
1-BEDROOM 671 SF Unit 103 
858 SF Unit 104 
560 SF Unit 105
STUDIO
2-BEDROOM
1-BEDROOM
COMMON 559 SF
2nd LEVEL 
2-BEDROOM 879 SF Unit 201 
377 SF Unit 202 
1-BEDROOM 671 SF Unit 203 
858 SF Unit 204 
560 SF Unit 205
STUDIO
2-BEDROOM
1-BEDROOM
COMMON 559 SF
3rd LEVEL 
2-BEDROOM 879 SF Unit 301 
377 SF Unit 302 
1-BEDROOM 671 SF Unit 303 
858 SF Unit 304 
560 SF Unit 305
STUDIO
2-BEDROOM
1-BEDROOM
COMMON 559 SF
4th LEVEL 
2-BEDROOM 879 SF Unit 401 
377 SF Unit 402 
1-BEDROOM 671 SF Unit 403 
858 SF Unit 404 
560 SF Unit 405
STUDIO
2-BEDROOM
1-BEDROOM 
PROJECT SUMMARY
TOTAL COMBINED AREA OF LOT(S) = 11, 032 SF.
TOTAL GFA 22,149 SF.
TOTAL F.A.R. = 2.00
BUILDING PROGRAM
BASEMENT LEVEL
STORAGE EXISTING
RESIDENTIAL ENTRY AND STAIRWAYS
7 PARKING SPACES
1ST LEVEL
RETAIL SPACE-EXISTING
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM
2nd LEVEL
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM
3rd LEVEL
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM
4th LEVEL
1(x) 1 STUDIO
2(x) 1 BEDROOM
2(x) 2 BEDROOM
TOTAL 20 UNI 
UP
DN 
UNIT #205
1 BDRM
560 S.F. 
ELEVATOR
LOBBY 
UP
DN 
UNIT #201
2 BDRM
879 S.F. 
UNIT #202
STUDIO
377 S.F.
UNIT #203
1 BDRM
671 S.F. 
W.C. 
W.I.C. 
UNIT #204
2 BDRM
858 S.F. 
W.C.
W.I.C. W.I.C.
W.I.C. 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.I.C. 
CL. CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE 
CL. 
CL. 
D D
B
C
E
A 
1
1
2
3
4
4
3
3
3
4
3
3
3
3
3 3
3
3
3 3
3
3
3
3
2 2
3
3
3
4
4
7
7 7 7
7 7
7
3 
1/4":12" SLOPE 
(E) BLDG 
S
S
S
S 
S 
S 
S 
S
S 
S 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2x10@16" OC 
P2 UP
P5 DN 
P3 UP
P4 DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P2 UP
P5 DN
P3 UP
P4 DN 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL 
P3 UP
P4 DN
3 1 2 x9 1 2 LVL 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P2 UP
P5 DN
P2 UP
P5 DN
P3 UP
P4 DN
P2 UP
P5 DN
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
3-2x8 3-2x8
3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3
S.303
3
S.303 
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8
3-2x8
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
3-2x8
2-2x10
2-2x10
2-2x10
2-2x10
2x10@16" OC
3-2x10
3-2x10
2x10@16" OC
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
3-2x8
3-2x8
2
S.303
11
S.303
12
S.303
3
S.303
2
S.303
15
S.303 
SW-1 
15
S.303 
SW-2 
9 1 2 AJS 150'S
@16" OC 
SW-1 
P4 UP
& DN
P4 UP
& DN
P4 UP
& DN 
2 nd - 4th LEVEL PLAN
1/16''=1'-0''
3 
1/16" = 1'-0" A 010 
BUILDING PLANS & ZONING
STUDY 
DBB
DBB 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 Fremont Street,
Winthrop, MA 
0 
December 2020
01 12.04.2020 ISSUED FOR INFORMATION 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
DAVID BARSKYARCHITECT.COM 
0 02 12.19.2020 ISSUED FOR REVIEW 
0 03 03.05.2021 ISSUED FOR INFORMATION 
A-010 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT 
Architect's Seal:

PROPOSED MIXED-USE DEVELOPMENT 
5 Fremont Avenue, Winthrop, MA 
BUIDING CODE REVIEW 
INTRODUCTION
This report documents the code compliance review for the construction of a new 20 Unit Mixed-Use Project,(the Building) adjacent to an existing commercial building
located at 5 Fremont Ave. Winthrop, MA. The compliance review is limited to the fire protection, life safety and accessibility of the applicable codes. This document
serves as a design guide for the project team, and is intended to be used as the basis for discussions with the City of Winthrop Building and Fire Departments.
PROJECT DESCRIPTION
The proposed new construction project consists of one four-story ( < 50'-0") 20 Unit Mixed-Use development with 3 Commercial Units and 20 Residential Units of type
3B construction over (1) one story of parking of type IA construction separated by a 1 hr. horizontal fire separation
APPLICABLE CODES
The applicable codes and guidelines for the project include the following:
1. The Massachusetts State Building Code (780 CMR), 9th Edition Effective Oct. 9th., 2017 (based on ICC International Building Code 2015) with Amendments
2. 521 CMR Massachussetts Architectural Access Board
3. 248 CMR MA Plumbing Regulations
4. 524 CMR MA Elevator Regulations
5. 527 CMR MA Fire Prevention and Electrical Regulations
6. International Energy Code 2009
7. International Mechanical Code 2009
8. International Fire Code 2009
9. The Fair Housing Act Design Manual (FHADM)
10. Americans with Disabilities Act Accessibility Guidelines (ADAAG).
11. ICC/ANSI A117.1-1998, Accessible and Usable Buildings and Facilities, as referenced by ADAAG and FHADM (ANSI A117.1).
Occupancy (Use Group) Classification 
The Building consists of the following occupancy (user group) classifications:
Occupancy (Use Group) Classification Building Areas
(B) Business
(R-2) Multi-Family Residences
(S-2) Open Parking Garage 
780 CMR Analysis 
780 CMR regulates the construction type of a building based upon the building's height and area,
use group classification, percent open exterior perimeter, and presence of automatic sprinkler
systems (780 CMR 501.1). For mixed occupancies, 780 CMR allows the use of a separated or
non-separated mixed-use approach, or combinations thereof. Given the proposed design, a
separated mixed use is recommended.
SECTION 504.2 - Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section
903.3.1.1, the value specified in Table 503 for maximum building height is increased by 20 feet (6096 mm) and the maximum number of
stories is increased by one. Therefore the total height permitted for this project is five (5) stories and 60 feet in height above grade plane.
The proposed building is four stories and less than 60 feet in height above its respective grade plane. The proposed building has one level
that is S-2 Type IB construction at grade. This level is not included in determining the number of stories for the R-2 Type VA multi family
residences above, refer to section 509.4 for determining number of stories. These increases are permitted in addition to the building area
increase in accordance with Sections 506.2 and 506.3. For Group R buildings equipped throughout with an approved automatic sprinkler
system in accordance with Section 903.3.1.2, the value specified in Table 503 for maximum building height is increased by 20 feet (6096
mm) and the maximum number of stories is increased by one, but shall not exceed 60 feet (18 288 mm) or four stories, respectively.
OCCUPANCY SEPARATIONS 
SECTION 420.2 Separation Walls. 
Walls separating dwelling units in the same buildings,walls separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same
building shall be constructed as fire partitions in accordance with Section 708. 
SECTION 420.3 Horizontal Separations. 
Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floor assemblies separating sleeping or dwelling units from other
occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711 
Section 712.3
FIRE-RESISTANCE RATING. THE FIRE-RESISTANCE RATING OF FLOOR AND ROOF ASSEMBLIES SHALL NOT BE LESS THAN THAT
REQUIRED BY THE BUILDING TYPE OF CONSTRUCTION. WHERE THE FLOOR ASSEMBLY SEPARATES R-2 OCCUPANCIES, THE
ASSEMBLY SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 508.4 BASED ON THE
OCCUPANCIES BEING SEPARATED. WHERE THE FLOOR ASSEMBLY SEPARATES A SINGLE OCCUPANCY INTO DIFFERENT FIRE
AREAS, THE ASSEMBLY SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 707.3.9.
HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDING AND HORIZONTAL ASSEMBLIES SEPARATING
SLEEPING UNITS IN THE SAME BUILDING SHALL BE A MINIMUM OF 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. 
Dwelling Unit Separations 
Dwelling units must be separated from each other (horizontally and vertically) and the rest of the
building by construction that provides at least a one (1) hour FRR ( 709.3 and 712.3). This FRR is required to be 1/2 hour per the requirements of table
1018.1. Where dwelling unit walls are also corridor walls, they are not required to have a FRR greater than the FRR required for the corridor.
CONSTRUCTION TYPE 
Type 3B Construction Protected/Combustible (R-2 Multi-family Residential and B (Business) 
Type 1-A Construction Protected/Non-Combustible (S-2 Open Garage Parking)
CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
In accordance with TABLE 706.4 Fire Wall resistance rating shall be 2 hours.
In accordance with TABLE 707.3 Fire resistance rating for Fire Barriers shall be 2 hours.
In accordance with SECTION 708.3 Fire Partitions shall have a fire-resistance rating of not less than 1 hour.
Exceptions: Corridor walls permitted to have 1/2-hour fire resistance rating by Table 1020.1. 
711.2.4.3 Dwelling Units and sleeping units 
Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire-resistance-rated construction. 
USE AND OCCUPANCY CLASSIFICATION 
The following summarizes the primary Use Group Classifications of each of these spaces. All other uses within the building will be accessory or
incidental uses (508.2 and 509 respectively). 
Apartments for RentC Residential, Group R-2(310.4), Group S-2(311.3, 406.0) Commercial Tenant/Restaurant, Group A-2(303.3) Assembly, Group
A-3(303.4)Office, Group B(304.1)Mercantile, Group M(309.1) 
INTERIOR FINISH 
Chapter 8 of 78 0 CMR regulates interior finish and trim of buildings. Interior finish includes all wall, ceiling and floor finishes, wainscoting and paneling
or other finish applied structurally or for acoustical treatment , insulation , decoration or similar purposes (78 0 CMR 8 0 1 . 1). All interior finish materials
and trim must be classified in accordance with ASTM E84 , by their flame-spread rating . 
Interior Finish Classifications /Flame Spread/Smoke Development. ( Table 3 - Interior Finish Classifications ) 
Interior finish materials that have a flame-spread rating more than 2 00 or a smoke - developed rating in excess of 45 0 are not permitted . 
The interior finishes provided within the project should have flame-spread classifications that do not exceed the following classifications in the locations
identified (78 0 CMR Table 8 0 3 . 11) / Interior Finish Requirements (78 0 CMR Table 803 . 9) Use Group Required Vertical Exits and Passageways Exit Access
Corridors and Other Exit ways ( Table 4 - Interior Finish Requirements). 
Rooms or Enclosed Spaces R-2 , S Class C 
FIRE PROTECTION SYSTEMS
SPRINKLER SYSTEMS 
FIRE SUPPRESSION AND STANDPIPE SYSTEMS 
The building must be equipped throughout with automatic sprinkler protection in accordance with 78 0 CMR 903 . The sprinkler system must be designed in accordance with NFPA 13 . 
STANDPIPE 
Since the highest occupied floor is more than 3 0 feet above grade , standpipes are required . 
WATER SUPPLY 
The sprinkler system must have an automatic water supply that has an adequate pressure , capacity , and reliability . 
FIRE DEPARTMENT CONNECTION 
Automatic sprinkler fire department connections will be provided in accordance with 78 0 CMR 912 .0. In accordance with 78 0 CMR 912.2 and 912 . 3 , the fire department connection
locations must be approved by BFD . 
FIRE EXTUINGUISHERS 
Portable fire extinguishers are required per 78 0 CMR and 527 CMR requires extinguishers to be provided at the discretion of the head of the fire department . All fire extinguishers are
to be in accordance with NFPA 10 , Standard for the Installation of Portable Fire Extinguishers (9 0 6 .0 ) . If each dwelling unit is provided with a single 1 - A:1 0 -B:C, then other areas only
need to be provided with extinguishers per 9 0 6.1 (906 . 1 Exception). 
FIRE DETECTION AND ALARM SYSTEMS 
A fire alarm system must be provided per 78 0 CMR 907 . 2 . 1 . Single and Multiple station smoke alarms are required per 
907.2.9.2. In addition , devices to detect water flow in sprinkler systems and for elevator recall are required (NFPA 13 , 524 CMR and 527 CMR). Carbon monoxide protection is
required (915 . 2 . 3) if fossil fuel bringing equipment is provided gas stoves). 
EMERGENCY RESPONDER RADIO COVERAGE 
An emergency responder radio coverage system is required in accordance with 78 0 CMR Section 916 . In addition , the Revere Fire Department may have their own specific rules for
complying with this type of system . 
5 FREMONT STREET
WINTHROP, MA 
A-020 
BUILDING CODE
REVEIW 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

GRANITE CURB 
FREMONT
STREET 
(40.0' WIDE-PUBLIC) 
N
W E 
8589-142 
92.5 
(BOT.) 
100.0 
90.5
93.3
91.5
91.6
93.9
92.8
92.1
=92.1 F.F. ELEV. =92.9
F.F. ELEV.
93.3
93.9 
93.4
92.7
94.3
95.1 
91.8
91.7
94.6
F.F. ELEV.
=101.7 
97.7 
99.1
98.9
98.1 
=100.2 F.F. ELEV.
100.0
100.2
99.8 
99.0 
100.3
100.8 
(TOP) 
96.3
92.5
92.1 
100.8 
(BOT.) (BOT.) 
92.2
100.8 
(TOP) 
100.8
99.8 99.8 
N11°59'45"W
98.84'
N78°00'00"E
54.00'
N25°57'00"W
82.86'
N64°03'00"E
76.24'
S25°57'00"E 42.69'
S48°36'50"W
103.51'
N00°05'20"E
82.07'
S48°21'00"W 12.98' 
(BOT.) 
PAULINE
STREET 
(60.0' WIDE-PUBLIC) 
CONCRETE SIDEWALK
CONCRETE SIDEWALK
GRANITE CURB 
5 
1 STORY
CONCRETE
BUILDING 
No. LNDG. 
RAMP L. 
CHAIN LINK
FENCE
RET. WALL
RET. WALL 
CHAIN
LINK
FENCE 
PAVED
PARKING
LOT 
5,203 
LOT 2 +/-
S.F.
(PARCEL I) 
LOT 67 
(PARCEL II) 5,829 S.F.
+/- 
76.28' (M)
(R) 
N/F
McDONALDS CORPORATION
ON LINE
0.1' BACK 
4.1' BACK 
3.8' BACK
0.2' BACK 
0.2' BACK 
529.1' 
CHAIN LINK FENCE
RET.
WALL 
1/4":12" SLOPE 
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE 
5'-8" 
5'-4" 
5'-0" 
7'-1 1 2 " 
1'-1" 
1'-0" 
1'-7" 
3'-3" 
5'-0 1
2 " 
1/4":12" SLOPE 
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE 
1/8"=1'-0" 
A-030 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT 
SITE PLAN

. 
3.8' BACK 0.2' BACK 
PARKING/ BASEMENT LEVEL FLOOR PLAN 
SCALE: 1/8" = 1'-0" 1 
MEDIA
ROOM
GAS & ELECTRIC
METERS
SPRINKLER
ROOM
BIKE STORAGE
MAINTENANCE 
LAUNDRY 
A B C D E F G
1
2
3
4
5
A B C D E F G 
D D
B 
C 
E 
A 
BUILDING ABOVE 
3680 S 
VESTIBULE 
PROPERTY LINE
PROPERTY LINE 
10'-9" 
STAIRWAY 
#1 
DOG WASH EXIT 
OFFICE
(E) RESTROOM EXIT 
WORK OUT
AREA
(GYM) 
4'-1" 4'-6" 4'-6" 4'-6" 4'-6" 5'-0" 5'-0" 11'-4" 
10'-4 1 2 " 25'-0 1 2 " 6'-5 1 2 " 
16'-4" 
6'-0" 6'-0" 6'-0" 
11'-1 1 2 " 
21'-1" 8'-4" 
#1 #2 #3 #4 #5
#6 #7 #8 #9 #10
#11 #12 #13 #14 #15
#16 #17 #18 #19 #20 
7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 
4'-6" UTILITY 
MEDIA
ROOM
MEDIA
ROOM 
12'-4" 
10'-0" 
5'-0" 
5'-0" 16'-0" 
5'-6" 
24'-3 1 2 " 6'-4" 6'-4" 6'-4" 6'-4" 
6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 
5'-0" 
5'-0" 
13'-10" 
12'-8 1 2 " 
5'-0" 
STORAGE
LOCKERS
STORAGE
LOCKERS 
PARKING ENTRY 
6 PARKING
SPACES 
UP 
3680 S 
7'-6" 
V 1 
STAIRWAY 
#2 
BUILDING ABOVE
BUILDING ABOVE
BUILDING ABOVE 
F5 
UNEXCAVATED 
UNEXCAVATED 
UP 
3680 S 
STAIRWAY 
#1 
EL. 14' - 6"
EL. 14' - 6" 
1/8"=1'-0" 
A.100 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
PARKING/ BASEMENT
LEVEL 
0 04 03.24.2021 BASEMENT PLAN REVISED

FIRST LEVEL FLOOR PLAN 
SCALE: 1/8" = 1'-0" 1 
1
A.302
1
A.300
1
A.303
1
A.301 
UP
DN 
UNIT #105
1 BDRM
560 S.F. 
HALLWAY 
ELEVATOR
LOBBY
ENTRY
LOBBY
MAIL
ROOM 
A B C D E F G
1
2
3
4
5
A B C D E F G 
D D
B 
C 
E 
A 
UP
DN 
UNIT #101
2 BDRM
879 S.F. 
1
A.302
1
A.300
1
A.303
1
A.301 
UNIT #102
STUDIO
377 S.F.
UNIT #103
1 BDRM
671 S.F. 
3080 
3680
3080 
3080 W.C. 
3080 
3680 
W.I.C. 
3680 
UNIT #104
2 BDRM
858 S.F. 
3080 
3080 
3680 3680 
1(x) STUDIOs
2(x) 1 BDRM.
2(x) 2 BDRM.
5 UNITS PER LEVEL
EXISTING AREA= 4899 S.F.
ADDED AREA= 4145 S.F.
TOTAL 1ST. LVL. AREA= 9044 S.F. 
UNIT COUNT-1ST LEVEL 
3680 S 
3680 S 
2
A.401
2
A.401
1
A.400
1
A.400 
BEDROOM 1
BEDROOM 1
BEDROOM 2
KITCHEN 
W.I.C. 
BEDROOM 1
BEDROOM 2
BEDROOM 1 
W.I.C. 
W.C. 
3080 
3'-6" 
KITCHEN 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3080 
3080 
2880 
CL. 
7'-6" 
4'-0" 
3080 W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
6080A 
CL. CL. 
26'-0" 
12'-7 1 2 " 
27'-2" 
37'-7 1 2 " 
26'-0 1 2 " 
BATH. 
3680 B 
3680 B 
3680 B 
BATH. 
KITCHEN 
KITCHEN 
3680 B 
W.I.C. 
3680 B 3680 B 
4'-6" 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3680 B 
CL. 
3680 B 
6080A 
6080A 
5'-0" 
3080 
29'-10" 
26'-0" 
25'-1 1 2 " 
30'-11 1 2 " 
18'-4 1 2 " 
36'-8" 
20'-10 1 2 " 
3'-6" 1'-0" 
8'-9 1 2 " 
10'-0 1 2 " 
15'-5 1 2 " 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 
18'-10" 23'-4" 23'-8" 17'-2" 
83'-0 1 2 " 
73'-4 1 2 " 
26'-3" 16'-2 1 2 " 8'-1 1 2 " 5'-2 1 2 " 9'-0" 
5'-9" 13'-6" 13'-9" 13'-4 1 2 " 8'-0" 10'-0" 9'-0" 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-1 1 2 " 
13'-8" 13'-5 1 2 " 13'-6" 13'-6" 13'-4 1 2 " 10'-2" 
4'-0 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-3 1 2 " 
67'-6" 
18'-3" 
6'-4 1 2 " 9'-0" 6'-7 1 2 " 3'-4 1 2 " 8'-0" 6'-7 1 2 " 6'-9" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 3'-10 1 2 " 5'-6" 4'-1 1 2 " 3'-1" 2'-8" 4'-3 1 2 " 
3'-10" 3'-10 1 2 " 3'-10 1 2 " 3'-7" 10'-2" 
88'-0" 
3'-10" 50'-2" 
81'-7" 
5'-10 1 2 " 
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING 
15'-8 1 2 " 11'-2 1 2 " 
15'-11" 5'-8" 
A A
A A
A A
A A
A A
A
A
A
A A
A A
A
A 
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE 
6080A 
CL. 
3680 C 
KITCHEN 
CL. 
3080 
STAIRWAY 
#1 
STAIRWAY 
#2 
1
1
2
3
4
4
3
3
3
4
3
3
3
3
3 3
3
3
3
3 3
3
3
3
3
2 2
2
4
3
3
3
4
4
7
7 7 7
7 7
7 
ROOF OVERHANG 
7280
7280 
EL. 22' - 11" EL. 24' - 1"
EL. 24' - 1" 
1/8"=1'-0" 
1-st LEVEL FLOOR PLAN 
A.101 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

LAVATORY VITREOUS CHINA K-2882 VERTICYL 
A B C D E F G
1
2
3
4
5
A B C D E F G 
1
A.302
1
A.300
1
A.303
1
A.301 
UP
DN 
UNIT #305
1 BDRM
560 S.F. 
HALLWAY 
ELEVATOR
LOBBY 
UP
DN 
UNIT #301
2 BDRM
879 S.F. 
1
A.302
1
A.300
1
A.303
1
A.301 
UNIT #302
STUDIO
377 S.F.
UNIT #303
1 BDRM
671 S.F. 
3680
3080 
3080 
W.C. 
3080 
3680 
W.I.C. 
KITCHEN 
3680
3080 
3080 
UNIT #304
2 BDRM
858 S.F. 
3080 3080 
3080 
3680 3680 3680 S 
2
A.401
2
A.401
1
A.400
1
A.400 
BEDROOM 1
BEDROOM 1
BEDROOM 2 
W.C. 
KITCHEN
KITCHEN 
W.I.C. W.I.C. 
BEDROOM 1
BEDROOM 2
BEDROOM 1 
W.I.C. 
W.C. 
3080 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
2880 
CL. 
2880 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3080 W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.I.C. 
2880 3080 
CL. CL. 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-2 1 2 " 
18'-10" 23'-4" 23'-8" 17'-2" 
3080 
3080 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
6080A 
6080A 
3680 S 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-2" 
18'-10" 23'-4" 23'-8" 17'-2" 
83'-0 1 2 " 
77'-8" 
26'-3" 16'-2 1 2 " 8'-1 1 2 " 5'-2 1 2 " 9'-0" 
4'-3 1 2 " 5'-9" 13'-6" 13'-9" 13'-4 1 2 " 8'-0" 10'-0" 9'-0" 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-1 1 2 " 
13'-8" 13'-5 1 2 " 13'-6" 13'-6" 13'-4 1 2 " 10'-2" 
4'-0 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-3 1 2 " 
77'-8" 
18'-3" 
6'-4 1 2 " 9'-0" 6'-7 1 2 " 3'-4 1 2 " 8'-0" 6'-7 1 2 " 6'-9" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 3'-10 1 2 " 5'-6" 4'-1 1 2 " 3'-1" 2'-8" 4'-3 1 2 " 
3'-10" 3'-10 1 2 " 3'-10 1 2 " 3'-7" 10'-2" 
10'-11" 20'-8" 3'-1 1 2 " 10'-2 1 2 " 13'-10" 15'-3" 9'-0" 
3'-4" 5'-8" 31'-7" 27'-2 1 2 " 3'-7" 2'-8" 2'-8" 6'-4" 
18'-10" 23'-4" 23'-8" 17'-2" 
83'-0 1 2 " 
EXISTING BUILDING 
A A
A A
A A
A A
A A
A
A
A
A A
A A
A
A
A 
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE 
4'-6" 
25'-1 1 2 " 
37'-7 1 2 " 
26'-0" 12'-7 1 2 " 
26'-0" 
24'-5 1 2 " 
29'-10" 
27'-2" 
40'-0" 
22'-9 1 2 " 
26'-0" 
18'-4 1 2 " 
36'-8" 
20'-10 1 2 " 
9'-6 1 2 " 
10'-1 1 2 " 
10'-3 1 2 " 
17'-0" 
14'-10" 18'-6" 
3080 
6080A 
CL. 
3080 
3080 3080 
KITCHEN 
CL. 
3080 
6080A 
STAIRWAY 
#1 
STAIRWAY 
#2 
A
A 
A 
D D
B 
C 
E
A 
1
1
2
3
4
4
3
3
3
4
3
3
3
3
3 3
3
3
3 3
3
3
3
3
2 2
3
3
3
4
4
7
7 7 7
7 7
7
3 
EL. 43' - 11" 
1/8"=1'-0" 
3-RD LEVEL PLAN
FLOOR PLAN 
A.103 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

A B C D E F G
1
2
3
4
5
A B C D E F G 
1
A.302
1
A.300
1
A.303
1
A.301 
DN 
UNIT #405
1 BDRM
560 S.F. 
HALLWAY 
ELEVATOR
LOBBY 
D D 
B 
C 
E
A 
DN 
UNIT #401
2 BDRM
879 S.F. 
1
A.302
1
A.300
1
A.303
1
A.301 
UNIT #402
STUDIO
377 S.F.
UNIT #403
1 BDRM
671 S.F. 
3680
3080 
3080 
W.C. 
3080 
3680 
W.I.C. 
KITCHEN 
3680
3080 
3080 
UNIT #404
2 BDRM
858 S.F. 
3080 3080 
3080 
3680 3680 3680 S 
2
A.401
2
A.401
1
A.400
1
A.400 
BEDROOM 1
BEDROOM 1
BEDROOM 2 
W.C. 
KITCHEN
KITCHEN 
W.I.C. 
BEDROOM 1
BEDROOM 2
BEDROOM 1 
W.I.C. 
W.C. 
3080 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
2880 
CL. 
2880 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3080 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.I.C. 
2880 3080 
CL. CL. 
18'-10" 23'-4" 23'-8" 17'-2" 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3080 
3080 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
6080A 
6080A 
3680 S 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-2" 
18'-10" 23'-4" 23'-8" 17'-2" 
83'-0 1 2 " 
77'-8" 
26'-3" 16'-2 1 2 " 8'-1 1 2 " 5'-2 1 2 " 9'-0" 
4'-3 1 2 " 5'-9" 13'-6" 13'-9" 13'-4 1 2 " 8'-0" 10'-0" 9'-0" 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-1 1 2 " 
13'-8" 13'-5 1 2 " 13'-6" 13'-6" 13'-4 1 2 " 10'-2" 
4'-0 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 5'-6" 4'-3 1 2 " 
77'-8" 
18'-3" 
6'-4 1 2 " 9'-0" 6'-7 1 2 " 3'-4 1 2 " 8'-0" 6'-7 1 2 " 6'-9" 4'-1 1 2 " 5'-6" 4'-1 1 2 " 3'-10 1 2 " 5'-6" 4'-1 1 2 " 3'-1" 2'-8" 4'-3 1 2 " 
3'-10" 3'-10 1 2 " 3'-10 1 2 " 3'-7" 10'-2" 
10'-11" 20'-8" 3'-1 1 2 " 10'-2 1 2 " 13'-10" 15'-3" 9'-0" 
3'-4" 5'-8" 31'-7" 27'-2 1 2 " 3'-7" 2'-8" 2'-8" 6'-4" 
18'-10" 23'-4" 23'-8" 17'-2" 
83'-0 1 2 " 
EXISTING BUILDING 
A A
A A
A A
A A
A A
A
A
A
A A
A A
A
A
A 
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE 
4'-6" 
25'-1 1 2 " 
37'-7 1 2 " 
26'-0" 12'-7 1 2 " 
26'-0" 
24'-5 1 2 " 
29'-10" 
27'-2" 
40'-0" 
22'-9 1 2 " 
26'-0" 
18'-4 1 2 " 
36'-8" 
20'-10 1 2 " 
9'-6 1 2 " 
10'-1 1 2 " 
10'-3 1 2 " 
17'-0" 
14'-10" 18'-6" 
3080 
6080A 
CL. 
3080 
3080 3080 
KITCHEN 
CL. 
3080 
6080A 
STAIRWAY 
#1 
STAIRWAY 
#2 
A
A 
A 
UP 
1
1
2
3
4
4
3
3
3
4
3
3
3
3
3 3
3
3
3 3
3
3
3
3
2
3
3
3
4
4
7
7 7 7
7 7
7 
EL. 54' - 5" 
1/8"=1'-0" 
4-TH LEVEL PLAN
FLOOR PLAN 
A.104 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

1
A.302
1
A.300
1
A.303
1
A.301 
A B C D E F G
1
2
3
4
5
A B C D E F G 
1
A.302
1
A.300
1
A.303
1
A.301 
2
A.401
2
A.401
1
A.400
1
A.400 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-2" 
18'-10" 23'-4" 23'-8" 17'-2" 
1/4":12" SLOPE 
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE EXISTING BUILDING 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-2" 
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE 
DN 
STAIRWAY 
#2 
3680 S 
2 
1'-0" 
3'-8" 2'-8" 1'-8" 3'-8" 3'-7" 30'-0 1 2 " 16'-11" 14'-10" 5'-8" 3'-4" 
9'-0" 24'-9 1 2 " 7'-8" 15'-4" 29'-3" 
86'-0 1 2 " 
88'-0 1 2 " 
15'-8" 13'-5 1 2 " 13'-6" 13'-6" 13'-2 1 2 " 10'-10" 
80'-2" 
9'-0" 10'-10" 7'-2" 13'-4 1 2 " 15'-9" 13'-6" 6'-3" 4'-3" 
81'-2" 
28'-7 1 2 " 24'-10 1 2 " 13'-9 1 2 " 
26'-4" 27'-0" 23'-6 1 2 " 
26'-4" 19'-3" 
21'-9 1 2 " 16'-2 1 2 " 1'-11" 
0'-6" 
1'-0" 
1'-0" 
1'-0" 
0'-6" 
1'-0" 
1'-0" 
0'-6" 
1'-0" 
0'-6" 
1'-0" 
0'-6" 
0'-6" 0'-6" 
0'-6" 
1'-0" 
1'-0" 
0'-6" 
1'-0" 
0'-6" 
1'-0" 
1'-0" 
1'-0" 
EL. 64' - 1" 
1/8"=1'-0" 
ROOF PLAN 
A.105 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

A B C D E F G
1
2
3
4
5
A B C D E F G 
PROPERTY LINE 
EXISTING BUILDING 
EL 92'-9'' 
EL 92'-9'' 
32'-3 1 2 " 9'-0" 
18'-10" 16'-4" 
10'-8 1 2 " 9'-0" 
13'-11" 9'-6" 
10'-8 1 2 " 2'-9 1 2 " 6'-2 1 2 " 
9'-1 1 2 " 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-2" 
17'-2" 23'-8" 23'-4" 18'-10" 
1/8"=1'-0" 
PARKING LEVEL
SLAB PLAN 
A.211 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

A B C D E F G
1
2
3
4
5
A B C D E F G 
PROPERTY LINE 
EXISTING BUILDING 
EL 101'-8'' 
13'-7" 13'-5 1 2 " 13'-6" 13'-6" 13'-4 1 2 " 6'-5 1 2 " 
26'-2" 16'-2 1 2 " 8'-1 1 2 " 23'-5 1 2 " 9'-0" 
9'-0" 18'-0" 13'-4 1 2 " 13'-7 1 2 " 13'-6" 5'-9" 
25'-11" 
7'-11" 
9'-11 1 2 " 
8'-2 1 2 " 
3'-4" 5'-8" 21'-9 1 2 " 9'-11 1 2 " 9'-1 1 2 " 21'-4 1 2 " 2'-8" 2'-8" 2'-8" 3'-8" 
1/8"=1'-0" 
1ST LEVEL
SLAB PLAN 
A.212 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

ENLARGED UNIT TYPE 01 (101, 201, 301, 401) 
1/4"=1'-0"
1 
UNIT #101
2 BDRM
879 S.F. 
3080 
3680
3080 
BEDROOM 1
BEDROOM 2 
KITCHEN 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3080 
3080 
2880 
CL. 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
6080A 
6080A 
CL. 
3
4
4
3
3
3
3
3
7 
A B
5
4
3
C 
12'-3" 10'-0" 5'-5" 10'-0" 
12'-6" 
3'-6" 
10'-2" 2'-0" 4'-2" 
6'-0" 
10'-0" 5'-0" 
8'-3" 
5'-0" 16'-1" 
37'-7" 
12'-7" 
1'-9" 
1'-8" 
2'-2" 
2'-11" 6'-10" 3'-6" 
26'-0" 
41'-4" 
17'-2" 
2'-0" 
12'-7" 13'-5" 
ENLARGED UNIT TYPE 02 (102, 202, 302, 402) 
1/4"=1'-0"
2 
UNIT #102
STUDIO
377 S.F. 
3080 W.C. 
3080 
3680 
W.I.C. 
KITCHEN 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3
4
3
7 
C D
4 
12'-7" 
19'-10" 5'-0" 4'-0" 
29'-10" 
8'-3" 4'-0" 
2'-1" 
2'-5" 3'-7" 
ENLARGED UNIT TYPE 03 (103) 
1/4"=1'-0"
3 
UNIT #103
1 BDRM
671 S.F. 
3680 
BEDROOM 1 
W.I.C. 
BATH. 
3680 B 
3680 B 
3680 B 
KITCHEN 
3680 B 
CL. 
3680 C 
3
3
4
3
7 7 
D E
F
4 
12'-7" 12'-6" 
26'-0" 
27'-2" 
12'-0" 
8'-4" 17'-3" 
2'-5" 
1'-10" 
2'-9" 5'-7" 
4'-11" 2'-0" 
5'-0" 
1'-5" 
10'-1" 
6'-10" 
26'-0" 
1/4"=1'-0" 
A_110 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
ENLARGED
UNIT PLANS

ENLARGED UNIT TYPE 04 (203,303,403) 
1/4"=1'-0"
1 
UNIT #203
1 BDRM
671 S.F. 
KITCHEN 
3680
3080 
3080 
3080 
BEDROOM 1 
W.C.
W.I.C. W.I.C. 
2880 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
3080 
3
3
3
7 7
3 
4
D E F 
12'-7" 12'-6" 
5'-8" 5'-0" 
8'-2" 17'-5" 
27'-2" 
2'-6" 
1'-7" 
2'-5" 
8'-0" 
4'-5" 
26'-0" 
2'-8" 
24'-5" 
13'-0" 
ENLARGED UNIT TYPE 05 (104) 
1/4"=1'-0"
2 
UNIT #104
2 BDRM
858 S.F. 
3680 
BEDROOM 1
BEDROOM 2 
W.C. 
3080 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
6080A 
CL. CL. 
BATH. 
KITCHEN 
3680 B 
W.I.C. 
3680 B 3680 B 
3680 B 
6080A 
Y 
2
3
3
3
3
3
3
4
7 
2'-2" 
1'-9" 
1'-10" 
10'-11" 
1'-6" 
2'-11" 
11'-11" 
8'-2" 10'-0" 2'-0" 10'-0" 9'-0" 
7'-1" 5'-0" 5'-0" 7'-3" 
3'-10" 
5'-0" 6'-10" 27'-3" 
40'-0" 
12'-6" 12'-8" 
26'-0" 
6'-4" 
5'-10" 
3
2
1
E D
C 
26'-0" 
1/4"=1'-0" 
A_111 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
ENLARGED
UNIT PLANS

ENLARGED UNIT TYPE 06 (204,304,404) 
1/4"=1'-0"
1 
UNIT #204
2 BDRM
858 S.F. 
3080 3080 
3680 
KITCHEN
BEDROOM 1
BEDROOM 2 
W.C. 
3080 
LAVATORY VITREOUS CHINA
K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.I.C. 
2880 3080 
CL. CL. 
6080A 
6080A 
2
3
3
3
3
3
4
7 
E D
C
3
2
1 
5'-0" 4'-0" 8'-3" 
5'-0" 29'-0" 
12'-7" 12'-6" 
8'-2" 10'-0" 2'-0" 10'-0" 9'-0" 
40'-0" 
7'-1" 
2'-2" 
26'-1" 
6'-3" 5'-10" 
1'-6" 
3'-2" 3'-10" 
10'-8" 11'-11" 
5'-0" 
26'-0" 
EQ EQ EQ EQ 
4'-0" 
ENLARGED UNIT TYPE 07 (105,205,305,405) 
1/4"=1'-0"
2 
UNIT #105
1 BDRM
560 S.F. 
3080 
3080 
3680 
BEDROOM 1 
W.I.C. 
3080 W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
KITCHEN 
CL. 
3080 3
3 3
3
3
4
7
7 
E
2
F
3 
36'-8" 
12'-8" 4'-11" 
9'-7" 5'-0" 15'-6" 5'-8" 
2'-0" 
4'-7" 
10'-0" 
10'-0" 
1'-7" 
18'-5" 
3'-7" 
EQ 
2'-3" 
4'-5" 4'-0" 
4'-3" 6'-0" 
4'-0" 8'-3" 4'-11" 
5'-9" 
EQ 
1/4"=1'-0" 
A_112 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
ENLARGED
UNIT PLANS

. 
RET. WALL
CHAIN LINK
FENCE 
PARKING ENTRY 
(7 parking spaces) 
MEDIA ROOM
GAS & ELECTRIC
METERS
SPRINKLER
ROOM
MAINTENANCE 
A B C D E F G
1
2
3
4
5
A B C D E F G 
UP 
D D
B 
C
E
A 
UP 
BUILDING ABOVE 
VESTIBULE 
PROPERTY LINE
PROPERTY LINE 
STAIRWAY 
#1 
STAIRWAY 
#2 
L.2 L.2 L.2
L.2 L.2 L.2
L.2 L.2 L.2
L.2 L.2 
6'-9" 13'-6" 13'-6" 
6'-9" 13'-6" 13'-6" 
3'-11 3 4 " 13'-6" 13'-6" 
3'-11 3 4 " 13'-6" 
2'-7 3 4 " 
5'-3 3 4 " 
7'-11 3 4 " 10'-6 1 2 " 11'-7 3 4 " 
10'-6 1 2 " 11'-7 3 4 " 11'-8" 
L.1 L.1
L.1
L.1
L.1 
1'-9" 
3'-9 1 2 " 
2'-0 1 4 " 
3'-9 1 4 " 
4'-4 1 2 " 
4'-4" 
2'-2 1 2 " 
3'-9" 
2'-6 3 4 " 
3'-9" 
L.2 L.2
L.2
L.2
L.2 
13'-6" 
11'-8" 
13'-6" 
13'-6" 
WALL SCONCE, H=6'6" A.F.F.
BATHROOM MEDICINE CABINET LIGHT 
S1
L.1 RECESSED LIGHT (40W LED)
ON CEILING 
L.2 RECESSED LIGHT (40W LED)
WATER RESISTANT, ON CEILING 
Fan CEILING FAN 
P1
F1
L.3 RECESSED LIGHT
PENDANT LIGHT
PENDANT LIGHT 
8'-0" BATHROOM CEILING HEIGHT A.F.F.
8'-6" HALLWAY CEILING HEIGHT A.F.F.
8'-0" ENTRANCE CEILING HEIGHT A.F.F. 
7'-6" KITCHEN CEILING HEIGHT A.F.F. 
Armstrong
CALLA Health Zone
mineral fiber ceiling
Elevation 8'-9''
ARON Lighting-
on-the-grid EDGE T-Bar 2” x 24” E 
LEGEND: 
3/16"=1'-0" 
A_201 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
REFLECTED CEILING
PLAN 
BASEMENT LEVEL
FLOOR PLAN

L.1 
2'-2 1 2 " 
2'-0" 
UP
DN 
UNIT #105
1 BDRM
560 S.F. 
HALLWAY 
ELEVATOR
LOBBY
ENTRY
LOBBY
MAIL
ROOM 
A B C D E F G
1
2
3
4
5
A B C D E F G 
D D
B 
C
E
A 
UP
DN 
UNIT #101
2 BDRM
879 S.F. 
UNIT #102
STUDIO
377 S.F.
UNIT #103
1 BDRM
671 S.F. 
W.C. 
W.I.C. 
UNIT #104
2 BDRM
858 S.F. 
BEDROOM 1
BEDROOM 1
BEDROOM 2
KITCHEN 
W.I.C. 
BEDROOM 1
BEDROOM 2
BEDROOM 1 
W.I.C. 
W.C. 
KITCHEN 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA
K-2882 VERTICYL 
CL. CL. 
BATH. 
BATH. 
KITCHEN 
KITCHEN 
W.I.C. 
CL. 
LAVATORY
VITREOUS CHINA K-2882 VERTICYL 
CL. 
A A
A A
A A
A A
A A
A
A
A
A A
A A
A
A 
PROPERTY LINE
PROPERTY LINE 
CL. 
KITCHEN 
CL. 
STAIRWAY 
#1 
STAIRWAY 
#2 
ROOF OVERHANG 
L.1
L.1 
1'-9" 
3'-9" 
1'-9" 3'-9" 
E
E
E E
E
E
E E
E
E
E
E
E
E 
L.3 
P1 P1 
L.3 
P1 P1 
L.3 
P1 P1
P1 
L.3 
P1
F1
F1
F1 F1 
L.1
L.1
L.1
L.1
L.1 L.1
L.1
L.1 L.1 
L.1 
L.1 L.1
L.1
L.1 L.1
L.1 L.1 
L.1 L.1
L.1 L.1 
L.1 L.1
L.1 L.1
L.1
L.1 L.1
L.1 L.1
L.1 L.1
L.1
L.1
L.1 L.1
L.1 L.1 
E 
L.1 
Sf L.2
S1
S1 
Sf 
L.2
S1 
Sf 
L.1 L.2
S1 
Sf 
L.1 L.2 
Sf 
L.1 L.2
S1
S1 
Sf 
L.1 L.2 
2'-0" 
4'-11 3 4 " 7'-0" 7'-0" 
2'-6 3 4 " 5'-1 1 4 " 
5'-0" 5'-0" 
1'-3" 
2'-6" 1'-6" 
1'-2" 
2'-6" 
2'-8 1 4 " 
L.1 
1'-2" 
2'-8 1 4 " 
2'-6" 
1'-6" 
2'-6" 
1'-3" 
4'-0" 
1'-6" 3'-0" 
3'-4 1 2 " 6'-8 3 4 " 
4'-0 3 4 " 
1'-6" 
3'-2" 
2'-0" 
5'-5 1 2 " 
3'-6" 
6'-6" 4'-0" 
1'-6" 3'-0" 
3'-1 3 4 " 6'-3 3 4 " 
5'-11 1 4 " 
2'-0" 
10'-11 3 4 " 
1'-2" 
1'-6" 
1'-3" 
2'-6" 
2'-6" 
2'-8 1 2 " 1'-11" 
3'-4 1 2 " 
4'-6" 
5'-3 1 2 " 
8'-6" 
1'-9" 3'-6" 
2'-4 1 2 " 
3'-2" 6'-3 3 4 " 
4'-3 1 2 " 8'-7" 
S1 
Sf 
L.1
L.2 
1'-3" 
2'-6" 
1'-6" 1'-2" 
2'-6" 
2'-8 1 4 " 
3'-1 1 2 " 6'-3" 
5'-0" 5'-0 3 4 " 
3'-1 1 2 " 6'-3" 
2'-10" 5'-9" 5'-9" 
3'-2" 6'-3 3 4 " 
3'-6" 1'-9" 
5'-3 1 2 " 
4'-3 3 4 " 
8'-6" 
1'-11" 
1'-8 1 2 " 9'-2 1 4 " 
1'-11" 
2'-6" 
2'-7 1 4 " 
1'-3" 
2'-5" 
1'-4 1 4 " 
1'-6" 
2'-6" 
3'-3" 
1'-2" 
1'-6" 
2'-8 1 4 " 
2'-6" 
1'-3" 2'-6" 
1'-11 1 2 " 
2'-1 3 4 " 
2'-6" 5'-0" 
5'-0" 
5'-4 1 2 " 
3'-2" 6'-3 3 4 " 3'-2" 
L.1 
2'-5 1 4 " 
2'-9" 
L.1 
1'-9" 2'-8 1 4 " 
L.1
L.1 
L.1 L.1
L.1 L.1 
5'-0 1 2 " 5'-0 1 2 " 
3'-1 1 2 " 6'-3" 
F1 
3'-1 1 2 " 6'-2 3 4 " 
6'-1 1 2 " 
5'-0 1 2 " L.1 
3'-1 1 2 " 6'-3" 
3'-0" 6'-0" 
1'-6" 1'-4 1 4 " 2'-5" 
1'-3" 
3'-5" 
2'-11" 
3'-9" 
L.1 
3'-6" 
6'-6" 
3'-9" 
2'-0" 
4'-10 1 2 " 7'-9" 
L.3
L.1 
7'-9" 
F1 
L.1 
WALL SCONCE, H=6'6" A.F.F.
BATHROOM MEDICINE CABINET LIGHT 
S1
L.1 RECESSED LIGHT (40W LED)
ON CEILING 
L.2 RECESSED LIGHT (40W LED)
WATER RESISTANT, ON CEILING 
Fan CEILING FAN 
P1
F1
L.3 RECESSED LIGHT
PENDANT LIGHT
PENDANT LIGHT 
8'-0" BATHROOM CEILING HEIGHT A.F.F.
8'-6" HALLWAY CEILING HEIGHT A.F.F.
8'-0" ENTRANCE CEILING HEIGHT A.F.F. 
7'-6" KITCHEN CEILING HEIGHT A.F.F. 
Armstrong
CALLA Health Zone
mineral fiber ceiling
Elevation 8'-9''
ARON Lighting-
on-the-grid EDGE T-Bar 2” x 24” E 
LEGEND: 
3/16"=1'-0" 
A_202 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
REFLECTED CEILING
PLAN 
FIRST LEVEL
FLOOR PLAN

UP
DN 
UNIT #205
1 BDRM
560 S.F. 
HALLWAY 
ELEVATOR
LOBBY 
A B C D E F G
1
2
3
4
5
A B C D E F G 
UP
DN 
UNIT #201
2 BDRM
879 S.F. 
UNIT #202
STUDIO
377 S.F.
UNIT #203
1 BDRM
671 S.F. 
W.C. 
W.I.C. 
KITCHEN 
UNIT #204
2 BDRM
858 S.F. 
BEDROOM 1
BEDROOM 1
BEDROOM 2 
W.C. 
KITCHEN
KITCHEN 
W.I.C. W.I.C. 
BEDROOM 1
BEDROOM 2
BEDROOM 1 
W.I.C. 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA
K-2882
VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.I.C. 
CL. CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
A A
A A
A A
A A
A A
A
A
A
A A
A A
A
A
A
A
A 
PROPERTY LINE
PROPERTY LINE 
CL. 
KITCHEN 
CL. 
STAIRWAY 
#1 
STAIRWAY 
#2 
A 
D D
B 
C 
E 
A 
1/4":12" SLOPE 
L.1
L.1 
2'-2 1 2 " 
3'-9" 
2'-0" 
3'-9" 
L.1
L.1 
1'-9" 
3'-9" 
1'-9" 3'-9" 
E
E
E E
E
E
E
E 
L.3 
P1 P1 
L.3 
P1 P1 
L.3 
P1 P1
P1 
L.3 
P1
F1
F1 F1 
L.1
L.1
L.1
L.1
L.1 L.1
L.1
L.1 L.1 
L.1 L.1
L.1 L.1
L.1 L.1 
L.1 L.1
L.1 L.1 
L.1
L.1 L.1
L.1 L.1
L.1
L.1
L.1 L.1
L.1 L.1
L.1 L.1
L.1
L.1
L.1 L.1
L.1 L.1 
E 
L.1 
Sf L.2
S1
S1 
Sf 
L.2
S1 
Sf 
L.1 L.2
S1 
Sf 
L.1 L.2 
2'-0" 
4'-11 3 4 " 7'-0" 7'-0" 
2'-6 3 4 " 5'-1 1 4 " 
5'-0" 5'-0" 
1'-3" 
2'-6" 1'-6" 
1'-2" 
2'-6" 
2'-8 1 4 " 
L.1 
1'-2" 
2'-8 1 4 " 
2'-6" 
1'-6" 
2'-6" 
1'-3" 
4'-0" 
3'-6" 
1'-6" 3'-0" 
6'-6" 
3'-4 1 2 " 6'-8 3 4 " 
4'-0 3 4 " 
1'-6" 
3'-2" 
2'-0" 
5'-5 1 2 " 
3'-6" 
6'-6" 4'-0" 
1'-6" 3'-0" 
3'-1 3 4 " 6'-3 3 4 " 
5'-11 1 4 " 
2'-0" 
10'-11 3 4 " 
1'-2" 
1'-6" 
1'-3" 
2'-6" 
2'-6" 
2'-8 1 2 " 
3'-1 1 2 " 6'-3" 
3'-4 1 2 " 6'-5" 3'-2" 6'-3 3 4 " 
4'-3 1 2 " 8'-7" 
S1 
Sf 
L.1
L.2 
1'-3" 
2'-6" 
1'-6" 1'-2" 
2'-6" 
2'-8 1 4 " 
3'-1 1 2 " 6'-3" 
5'-0" 5'-0 3 4 " 
3'-1 1 2 " 6'-3" 
2'-10" 5'-9" 5'-9" 
3'-2" 6'-3 3 4 " 
1'-8 1 2 " 9'-2 1 4 " 
2'-0" 
4'-10 1 2 " 7'-9" 
1'-2" 
1'-6" 
2'-8 1 4 " 
2'-6" 
1'-3" 2'-6" 
1'-11 1 2 " 
2'-1 3 4 " 
2'-6" 5'-0" 
5'-0" 
5'-4 1 2 " 
3'-2" 6'-3 3 4 " 3'-2" 
L.1 1'-11 3 4 " 
1'-10" 
2'-10" 
3'-7 1 4 " 
Sf 
L.1 L.2
S1 
1'-8 3 4 " 
2'-5 3 4 " 
1'-6" 3'-0" 
4'-0" 
1'-2" 
1'-6" 
2'-6" 
1'-3" 
2'-6" 
2'-8" 
2'-0" 
2'-0" 
3'-1 1 4 " 
3'-6" 
6'-6" 
1'-6" 3'-0" 
Sf 
L.1 L.2
S1 
1'-2" 
1'-6" 
2'-6" 
2'-8 1 4 " 
1'-3" 
2'-6" 
L.1 
2'-5 1 4 " 
2'-9" 
L.1
L.1 
L.1 
1'-9" 
2'-8 1 4 " 
L.1 L.1
L.1 L.1 
5'-0 1 2 " 5'-0 1 2 " 
3'-1 1 2 " 6'-3" 
F1 
3'-1 1 2 " 6'-2 3 4 " 
6'-1 1 2 " 
3'-6" 
6'-6" 
L.3
L.1 
7'-9" 
F1 
L.1
L.1 
WALL SCONCE, H=6'6" A.F.F.
BATHROOM MEDICINE CABINET LIGHT 
S1
L.1 RECESSED LIGHT (40W LED)
ON CEILING 
L.2 RECESSED LIGHT (40W LED)
WATER RESISTANT, ON CEILING 
Fan CEILING FAN 
P1
F1
L.3 RECESSED LIGHT
PENDANT LIGHT
PENDANT LIGHT 
8'-0" BATHROOM CEILING HEIGHT A.F.F.
8'-6" HALLWAY CEILING HEIGHT A.F.F.
8'-0" ENTRANCE CEILING HEIGHT A.F.F. 
7'-6" KITCHEN CEILING HEIGHT A.F.F. 
Armstrong
CALLA Health Zone
mineral fiber ceiling
Elevation 8'-9''
ARON Lighting-
on-the-grid EDGE T-Bar 2” x 24” E 
LEGEND: 
3/16"=1'-0" 
A_203 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
REFLECTED CEILING
PLAN 
SECOND LEVEL
FLOOR PLAN

LAVATORY
VITREOUS CHINA
K-2882 VERTICYL 
A B C D E F G
1
2
3
4
5
A B C D E F G 
UP
DN 
UNIT #305
1 BDRM
560 S.F. 
HALLWAY 
ELEVATOR
LOBBY 
UP
DN 
UNIT #301
2 BDRM
879 S.F. 
UNIT #302
STUDIO
377 S.F.
UNIT #303
1 BDRM
671 S.F. 
W.C. 
W.I.C. 
KITCHEN 
UNIT #304
2 BDRM
858 S.F. 
BEDROOM 1
BEDROOM 1
BEDROOM 2 
W.C. 
KITCHEN
KITCHEN 
W.I.C. W.I.C. 
BEDROOM 1
BEDROOM 2
BEDROOM 1 
W.I.C. 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.I.C. 
CL. CL. 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
A A
A A
A A
A A
A A
A
A
A
A A
A A
A
A
A 
PROPERTY LINE
PROPERTY LINE 
CL. 
KITCHEN 
CL. 
STAIRWAY 
#1 
STAIRWAY 
#2 
A
A 
A 
D D
B 
C
E
A 
L.1
L.1 
2'-2 1 2 " 
3'-9" 
2'-0" 
3'-9" 
L.1
L.1 
1'-9" 
3'-9" 
1'-9" 3'-9" 
E
E
E E
E
E
E
E 
L.3 
P1 P1 
L.3 
P1 P1 
L.3 
P1 P1
P1 
L.3 
P1
F1
F1 F1 
L.1
L.1
L.1
L.1
L.1 L.1
L.1
L.1
L.1 L.1 
L.1
L.1 L.1
L.1
L.1 L.1
L.1 L.1 
L.1 L.1
L.1 L.1 
L.1
L.1 L.1
L.1 L.1
L.1
L.1 L.1
L.1 L.1
L.1 L.1
L.1
L.1
L.1 L.1
L.1 L.1 
E 
L.1 
Sf L.2
S1
S1 
Sf 
L.2
S1 
Sf 
L.1 L.2
S1 
Sf 
L.1 L.2 
7'-0" 
2'-6 3 4 " 5'-1 1 4 " 
5'-0" 5'-0" 
1'-3" 
2'-6" 1'-6" 
1'-2" 
2'-6" 
2'-8 1 4 " 
L.1 
1'-2" 
2'-8 1 4 " 
2'-6" 
1'-6" 
2'-6" 
1'-3" 
4'-0" 
3'-6" 
1'-6" 3'-0" 
6'-6" 
3'-4 1 2 " 6'-8 3 4 " 
4'-0 3 4 " 
1'-6" 
3'-2" 
2'-0" 
5'-5 1 2 " 
3'-6" 
6'-6" 4'-0" 
1'-6" 3'-0" 
3'-1 3 4 " 6'-3 3 4 " 
5'-11 1 4 " 
2'-0" 
10'-11 3 4 " 
1'-2" 
1'-6" 
1'-3" 
2'-6" 
2'-6" 
2'-8 1 2 " 
3'-1 1 2 " 6'-3" 
3'-4 1 2 " 6'-5" 
3'-2" 6'-3 3 4 " 
4'-3 1 2 " 8'-7" 
S1 
Sf 
L.1
L.2 
1'-3" 
2'-6" 
1'-6" 1'-2" 
2'-6" 
2'-8 1 4 " 
3'-1 1 2 " 6'-3" 
5'-0" 5'-0 3 4 " 
3'-1 1 2 " 6'-3" 
2'-10" 5'-9" 5'-9" 
3'-2" 6'-3 3 4 " 
1'-8 1 2 " 9'-2 1 4 " 
1'-2" 
1'-6" 
2'-8 1 4 " 
2'-6" 
1'-3" 2'-6" 
1'-11 1 2 " 
2'-1 3 4 " 
2'-6" 5'-0" 
5'-0" 
5'-4 1 2 " 
3'-2" 6'-3 3 4 " 3'-2" 
L.1 
1'-11 3 4 " 
1'-10" 
2'-10" 3'-7 1 4 " 
Sf 
L.1 L.2
S1 
1'-8 3 4 " 
2'-5 3 4 " 
1'-6" 3'-0" 
4'-0" 
1'-2" 
1'-6" 
2'-6" 
1'-3" 
2'-6" 
2'-8" 
2'-0" 
2'-0" 
3'-1 1 4 " 
3'-6" 
6'-6" 
1'-6" 3'-0" 
Sf 
L.1 L.2
S1 
1'-2" 
1'-6" 
2'-6" 
2'-8 1 4 " 
1'-3" 
2'-6" 
L.1 
2'-5 1 4 " 
2'-9" 
L.1 L.1
L.1 L.1 
5'-0 1 2 " 5'-0 1 2 " 
3'-1 1 2 " 6'-3" 
F1 
3'-1 1 2 " 6'-2 3 4 " 
6'-1 1 2 " 
L.1 
2'-8 1 4 " 
1'-9" 
2'-0" 
4'-11 3 4 " 7'-0" 
L.1 
E 
L.3 
S1 
2'-0" 
4'-10 1 2 " 
L.1 
F1 
7'-9" 
L.1 
7'-9" 
3'-6" 
6'-6" 
WALL SCONCE, H=6'6" A.F.F.
BATHROOM MEDICINE CABINET LIGHT 
S1
L.1 RECESSED LIGHT (40W LED)
ON CEILING 
L.2 RECESSED LIGHT (40W LED)
WATER RESISTANT, ON CEILING 
Fan CEILING FAN 
P1
F1
L.3 RECESSED LIGHT
PENDANT LIGHT
PENDANT LIGHT 
8'-0" BATHROOM CEILING HEIGHT A.F.F.
8'-6" HALLWAY CEILING HEIGHT A.F.F.
8'-0" ENTRANCE CEILING HEIGHT A.F.F. 
7'-6" KITCHEN CEILING HEIGHT A.F.F. 
Armstrong
CALLA Health Zone
mineral fiber ceiling
Elevation 8'-9''
ARON Lighting-
on-the-grid EDGE T-Bar 2” x 24” E 
LEGEND: 
3/16"=1'-0" 
A_204 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
REFLECTED CEILING
PLAN 
THIRD LEVEL
FLOOR PLAN

A B C D E F G
1
2
3
4
5
A B C D E F G DN 
UNIT #405
1 BDRM
560 S.F. 
HALLWAY 
ELEVATOR
LOBBY 
D D
B 
C 
E
A 
DN 
UNIT #401
2 BDRM
879 S.F. 
UNIT #402
STUDIO
377 S.F.
UNIT #403
1 BDRM
671 S.F. 
W.C. 
W.I.C. 
KITCHEN 
UNIT #404
2 BDRM
858 S.F. 
BEDROOM 1
BEDROOM 1
BEDROOM 2 
W.C. 
KITCHEN
KITCHEN 
W.I.C. 
BEDROOM 1
BEDROOM 2
BEDROOM 1 
W.I.C. 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.C. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
W.I.C. 
CL. CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
CL. 
LAVATORY VITREOUS CHINA K-2882 VERTICYL 
A A
A A
A A
A A
A A
A
A
A
A A
A A
A
A
A 
PROPERTY LINE
PROPERTY LINE 
CL. 
KITCHEN 
CL. 
STAIRWAY 
#1 
STAIRWAY 
#2 
A
A 
A 
UP 
L.1
L.1 
3'-9" 
2'-0 3 4 " 
3'-9" 
L.1
L.1 
1'-9" 
3'-9" 
1'-9" 3'-9" 
E
E
E E
E
E
E
E 
L.3 
P1 P1 
L.3 
P1 P1 
L.3 
P1 P1 
L.3 
P1 
L.3 
P1 
L.1 L.1 
F1
F1 F1 
L.1
L.1
L.1
L.1
L.1
L.1
L.1
L.1 L.1
L.1 L.1 
L.1 
L.1 L.1
L.1
L.1 L.1
L.1 L.1 
L.1 L.1
L.1 L.1 
L.1
L.1 L.1
L.1 L.1
L.1
L.1 L.1
L.1 L.1
L.1 L.1
L.1
L.1
L.1 L.1
L.1 L.1 
E 
L.1 
Sf L.2
S1
S1 
Sf 
L.2
S1 
Sf 
L.1 L.2
S1 
Sf 
L.1 L.2 
2'-0" 
4'-11 3 4 " 7'-0" 7'-0" 
1'-3" 
2'-6" 1'-6" 
1'-2" 
2'-6" 
2'-8 1 4 " 
L.1 
1'-2" 
2'-8 1 4 " 
2'-6" 
1'-6" 
2'-6" 
1'-3" 
4'-0" 
3'-6" 
1'-6" 3'-0" 
6'-6" 
5'-0 1 2 " 5'-0 1 2 " 
3'-4 1 2 " 6'-8 3 4 " 
4'-0 3 4 " 
1'-6" 
3'-2" 
2'-0" 
5'-5 1 2 " 
3'-6" 
6'-6" 4'-0" 
1'-6" 3'-0" 
3'-1 3 4 " 6'-3 3 4 " 
5'-11 1 4 " 
2'-0" 
10'-11 3 4 " 
1'-2" 
1'-6" 
1'-3" 
2'-6" 
2'-6" 
2'-8 1 2 " 
3'-1 1 2 " 6'-3" 
3'-4 1 2 " 6'-5" 
3'-2" 6'-3 3 4 " 
4'-3 1 2 " 8'-7" 
S1 
Sf 
L.1
L.2 
1'-3" 
2'-6" 
1'-6" 1'-2" 
2'-6" 
2'-8 1 4 " 
3'-1 1 2 " 6'-3" 
5'-0" 5'-0 3 4 " 
3'-1 1 2 " 6'-3" 
2'-10" 5'-9" 5'-9" 
3'-2" 6'-3 3 4 " 
1'-8 1 2 " 9'-2 1 4 " 
2'-0" 
4'-10 1 2 " 7'-9" 
1'-2" 
1'-6" 
2'-8 1 4 " 
2'-6" 
1'-3" 2'-6" 
2'-0" 
2'-1 3 4 " 
2'-6" 5'-0" 
5'-0" 
5'-4 1 2 " 
3'-2" 6'-3 3 4 " 3'-2" 
L.1 
1'-11 3 4 " 
1'-10" 
2'-10" 
3'-7 1 4 " 
Sf 
L.1 L.2
S1 
1'-8 3 4 " 
2'-5 3 4 " 
1'-6" 3'-0" 
4'-0" 
3'-6" 
6'-6" 
1'-2" 
1'-6" 
2'-6" 
1'-3" 
2'-6" 
2'-8" 
2'-0" 
2'-0" 
3'-1 1 4 " 
3'-6" 
6'-6" 
1'-6" 3'-0" 
Sf L.1 L.2
S1 
1'-2" 
1'-6" 
2'-6" 
2'-8 1 4 " 
1'-3" 
2'-6" 
L.1 
2'-5 1 4 " 
2'-9" 
2'-2 1 2 " 
3'-1 1 2 " 6'-3" 
F1 
L.1 
2'-8 1 4 " 
1'-9" 
3'-1 1 2 " 6'-2 3 4 " 
6'-1 1 2 " 
5'-1 1 4 " 
5'-0" 
L.1 
F1 
L.1 
7'-9" 
L.1 
WALL SCONCE, H=6'6" A.F.F.
BATHROOM MEDICINE CABINET LIGHT 
S1
L.1 RECESSED LIGHT (40W LED)
ON CEILING 
L.2 RECESSED LIGHT (40W LED)
WATER RESISTANT, ON CEILING 
Fan CEILING FAN 
P1
F1
L.3 RECESSED LIGHT
PENDANT LIGHT
PENDANT LIGHT 
8'-0" BATHROOM CEILING HEIGHT A.F.F.
8'-6" HALLWAY CEILING HEIGHT A.F.F.
8'-0" ENTRANCE CEILING HEIGHT A.F.F. 
7'-6" KITCHEN CEILING HEIGHT A.F.F. 
Armstrong
CALLA Health Zone
mineral fiber ceiling
Elevation 8'-9''
ARON Lighting-
on-the-grid EDGE T-Bar 2” x 24” E 
LEGEND: 
3/16"=1'-0" 
A_205 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
REFLECTED CEILING
PLAN 
FOURTH LEVEL
FLOOR PLAN

A B C D E F G
1
2
3
4
5
A B C D E F G 
1/4":12" SLOPE 
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE
1/4":12" SLOPE 
PROPERTY LINE
PROPERTY LINE 
DN 
STAIRWAY 
#2 
L.1 L.1 
1'-9" 
3'-9" 
2'-0" 
3'-9" 
WALL SCONCE, H=6'6" A.F.F.
BATHROOM MEDICINE CABINET LIGHT 
S1
L.1 RECESSED LIGHT (40W LED)
ON CEILING 
L.2 RECESSED LIGHT (40W LED)
WATER RESISTANT, ON CEILING 
Fan CEILING FAN 
P1
F1
L.3 RECESSED LIGHT
PENDANT LIGHT
PENDANT LIGHT 
8'-0" BATHROOM CEILING HEIGHT A.F.F.
8'-6" HALLWAY CEILING HEIGHT A.F.F.
8'-0" ENTRANCE CEILING HEIGHT A.F.F. 
7'-6" KITCHEN CEILING HEIGHT A.F.F. 
Armstrong
CALLA Health Zone
mineral fiber ceiling
Elevation 8'-9''
ARON Lighting-
on-the-grid EDGE T-Bar 2” x 24” E 
LEGEND: 
3/16"=1'-0" 
A_206 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
REFLECTED CEILING
PLAN 
ROOF LEVEL

22' - 6" SIDEWALK 
37' - 0" 
PAULINE STREET 
PRECAST PANEL PRECAST PANEL
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE
E.F.I.S.
COLOR WHITE
FLASHING
COLOR: DARK GRAY
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR GRAY
EXISTING WHITE STUCCO EXISTING GRAY STUCCO
FLASHING
COLOR: DARK GRAY
FLASHING
COLOR: DARK GRAY 
21' - 10 1/2" 
EXISTING BUILDING NEW ADDITION 
G F E D C B A 
3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
45' - 1"
55' - 7"
66' - 1"
14' - 6" 
1st. LEVEL 
24' - 1" 
2nd. LEVEL 
34' - 7" 
21' - 4" PAULINE STREET 
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE
E.F.I.S.
COLOR GRAY
FLASHING
COLOR: DARK GRAY
FLASHING
COLOR: DARK GRAY 
EXISTING WHITE STUCCO 
EXISTING BUILDING NEW ADDITION 
G F E D C B A 
3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
45' - 1"
55' - 7"
66' - 1"
14' - 6" 
1st. LEVEL 
24' - 1" 
2nd. LEVEL 
34' - 7" 
1/8"=1'-0" 
A-300 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 
04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
ELEVATIONS 
1/8" = 1'-0"
1 EAST ELEVATION
1/8" = 1'-0"
2 WEST ELEVATION

FREMONT STREET 
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE 
FLASHING
COLOR: DARK GRAY FLASHING
COLOR: DARK GRAY
FLASHING
COLOR: DARK GRAY
EXISTING WHITE STUCCO 
1 2 3 4 5 
3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
45' - 1"
55' - 7"
66' - 1"
14' - 6" 
1st. LEVEL 
24' - 1" 
2nd. LEVEL 
34' - 7" 
FREMONT STREET 
PRECAST PANEL PRECAST PANEL
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR WHITE
E.F.I.S.
COLOR GRAY
E.F.I.S.
COLOR GRAY
FLASHING
COLOR: DARK GRAY
FLASHING
COLOR: DARK GRAY
FLASHING
COLOR: DARK GRAY 
1 2 3 4 5 
ROOF LEVEL 
3rd. LEVEL
4th. LEVEL
GARAGE LEVEL 
45' - 1"
55' - 7"
66' - 1"
14' - 6" 
1st. LEVEL 
24' - 1" 
2nd. LEVEL 
34' - 7" 
1/8"=1'-0" 
A-301 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 
04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
ELEVATIONS 
1/8" = 1'-0"
1 NORTH ELEVATION
1/8" = 1'-0"
2 SOUTH ELEVATION

BEDROOM KITCHEN W.I.C. BATH
ELEVATOR LOBBY
VESTIBILE 
KITCHEN 
KITCHEN 
KITCHEN 
BEDROOM W.I.C. BATH
BEDROOM W.I.C. BATH
BEDROOM W.I.C. BATH 
ELEVATOR LOBBY
ELEVATOR LOBBY
ELEVATOR LOBBY 
SIDEWALK
EXISTING FIRST LEVEL
EXISTING BASEMENT
EXISTING ROOF LEVEL 
EXISTING BUILDING NEW ADDITION 
9'-7" 10'-6" 10'-6" 10'-6" 9'-8 1 4 " 
50'-9 1 4 " 
7'-6 1 2 " 
8'-9 1 4 " 
8'-10" 8'-10" 
8'-10 1 4 " 
1'-0" 6" 
G F E D C B A 
A-410
1
A-410
2
A-410
3 
3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
45' - 1"
55' - 7"
66' - 1"
14' - 6" 
1st. LEVEL 
24' - 1" 
2nd. LEVEL 
34' - 7" 
2'-2" 
66' - 1" 
1/8"=1'-0" 
A-400 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 
04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
BUILDING SECTION 
1/8" = 1'-0"
1 BUILDING SECTION

21' - 10 1/2" 
7'-2 3 4 " 
9'-7" 10'-6" 10'-6" 10'-6" 9'-8 1 4 " 
8'-9 1 2 " 8'-9 1 4 " 8'-9 1 4 " 8'-9 3 4 " 
42'-2 1 4 " 
50'-9 1 4 " 
2'-0" 6'-0" 
1'-0" 
1 2 3 4 5 
A-411
2
A-411
3
A-411
4
A-411
5 
2'-2" 
3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
45' - 1"
55' - 7"
66' - 1"
14' - 6" 
1st. LEVEL 
24' - 1" 
2nd. LEVEL 
34' - 7" 
1/4"=1'-0" 
A-401 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 
04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
BUILDING SECTION 
1/4" = 1'-0"
1 BUILDING SECTION

BATH ELEVATOR LOBBY
VESTIBILE 
BATH
BATH
BATH 
ELEVATOR LOBBY
ELEVATOR LOBBY
ELEVATOR LOBBY 
7'-6 1 2 " 
8'-9 1 4 " 8'-10" 8'-10" 8'-10 1 4 " 
1'-0" 
G F E 
A-410
1
A-410
2
A-410
3 
2'-2" 
WOOD BASE BOARD 
1/4" VINYL PANELS FLOORING
3/4" T&G PLYWOOD SUBFLOOR 
WEATHER RESISTANT BARRIER 
7
16 " ZIP SYSTEM WALL SHEETING
E.F.I.S.
5/8'' GYP. BOARD
2X6 WOOD STUD
5'' BATT. INSULATION 
EXISTING ROOF STRUCTURE 
FLOOR JOIST
10'' BATT. INSULATION
2 x 5/8'' GYP. BOARD SUSPENDED CEILING 
EXISTING CONCRETE SLAB
EXISTING FOOTING
GRANITE TILES
FOOTING
NEW CONCRETE SLAB 4'' 
CETCO ULTRASEAL SP
MIN 12'' OVERLAP
2 x 5/8'' GYP. BOARD 
1/4" VINYL PANELS FLOORING
CONC.DECKING , RE:STRUCTURAL
2" RIGID INSULATION 
10'' BATT. INSULATION
STEEL BEAM
2 x 5/8'' GYP. BOARD 
EXISTING FLOOR STRUCTURE 
EXISTING WALL 
1/4"=1'-0" 
A-410 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 
04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
BUILDING SECTION 
1/4" = 1'-0"
4 WALL SECTION
1" = 1'-0"
1 DETAIL
1" = 1'-0"
2 DETAIL
1" = 1'-0"
3 FOOTING DETAIL

21' - 10 1/2" 
42'-2 1 4 " 
1 2 
A-411
2
A-411
3
A-411
4
A-411
5 
5/8'' GYP. BOARD
2X6 WOOD STUD
1'' RIGID INSULATION
FLOOR JOIST
10'' BATT. INSULATION
5/8'' GYP. BOARD
WOOD FRAMING 2X4 
7
16 " ZIP SYSTEM WALL SHEETING
TAPERED INSULATION
CANT STRIP
EPDM ROOF
EXTERIOR GRADE PLAYWOOD 
WINDOW FRAME
METAL CAPPING 
7
16 " ZIP SYSTEM WALL SHEETING
6'' E.F.I.S. (TYP.) 
7
16 " ZIP SYSTEM WALL SHEETING
2x3 WOOD STUD
2x12 WOOD STUD
2x4 WOOD STUD 
WEATHER RESISTANT BARRIER 
7
16 " ZIP SYSTEM WALL SHEETING
E.F.I.S.
WOOD BASE BOARD 
1/4" VINYL PANELS FLOORING
3/4" T&G PLYWOOD SUBFLOOR 
5/8'' GYP. BOARD
2X6 WOOD STUD
1'' RIGID INSULATION
FLOOR JOIST
10'' BATT. INSULATION
2 x 5/8'' GYP. BOARD 
WINDOW FRAME
WINDOW FRAME
5/8'' GYP. BOARD
2X6 WOOD STUD
5'' BATT. INSULATION
WOOD SILL & TRIM METAL FLASHING 
WOOD BASE BOARD 
1/4" VINYL PANELS FLOORING 
7
16 " ZIP SYSTEM WALL SHEETING 
WATER AND AIR RESISTIVE BARRIER 
PRECAST PANEL
METAL FLASHING
2X6 WOOD STUD
5'' BATT. INSULATION
WOOD SILL & TRIM
5/8'' GYP. BOARD
METAL FLASHING
CETCO ULTRASEAL SP
5" TOTAL DEPTH (VULCRAFT ) 
FOOTING
CETCO ULTRASEAL SP
MIN 12'' OVERLAP 
WOOD BASE BOARD 
1/4" VINYL PANELS FLOORING
3/4" T&G PLYWOOD SUBFLOOR 
WEATHER RESISTANT BARRIER 
7
16 " ZIP SYSTEM WALL SHEETING
E.F.I.S.
2x6 WOOD STUD 
7
16 " ZIP SYSTEM WALL SHEETING 
WATER AND AIR RESISTIVE BARRIER 
PRECAST PANEL
4X8 WINDOW HEADER
WINDOW FRAME
METAL FLASHING
5/8'' GYP. BOARD
2X6 WOOD STUD
1'' RIGID INSULATION
FLOOR JOIST
10'' BATT. INSULATION
2 x 5/8'' GYP. BOARD
5/8'' GYP. BOARD
2X6 WOOD STUD
5'' BATT. INSULATION
WOOD SILL & TRIM METAL FLASHING 
1/4"=1'-0" 
A-411 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 
04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
BUILDING SECTION 
1/4" = 1'-0"
1 BUILDING SECTION
1" = 1'-0"
2 ROOF CORNICE DETAIL
1" = 1'-0"
3 DETAIL
1" = 1'-0"
4 DETAIL
1" = 1'-0"
5 FOOTING DETAIL

LAVATORY VITREOUS CHINA K-2882 VERTICYL 
"A"
A.610
1
2
3 4 
BATHROOM
TYPE "A" 
"B"
A.610
5
6
7 8 
BATHROOM
TYPE "B" 
8'-2" 
5'-0" 
8'-4" 
6'-10" 
2 INTERIOR ELEVATION 
1 INTERIOR ELEVATION 3 INTERIOR ELEVATION 4 INTERIOR ELEVATION 
2'-10" 3'-0" 0'-5" 0'-4" 
4'-0" 4'-0" 
PTD. GWB
PTD. GWB
AFX VANITY LIGHT
FIXTURE
MIRROR
CAST MARBLE
PANEL PTD. GWB CAST MARBLE
PANEL 
3" CERAMIC TYLE, TYP. 
8'-0" 
8'-0" 
FRAMELESS
GLASS ENCLOSURE
1" METAL FLANGE
CAST MARBLE
PANEL 
8'-9" 
5'-4" 2'-10" 
8'-2" 
2'-10" 3'-0 1 2 " 
8'-2" 
3" CERAMIC
TYLE, TYP. STONE COUNTER/
BACKSPLASH 
5'-0" 5'-0" 
SOFFIT SOFFIT SOFFIT SOFFIT 
0'-9" 
8'-9" 
2'-4" 
0'-9" 
0'-9" 0'-4" 
0'-9" 
8'-9" 
8'-9" 
0'-4" 0'-2" 
5 INTERIOR ELEVATION 6 INTERIOR ELEVATION 8 INTERIOR ELEVATION 
7 INTERIOR ELEVATION 
8'-0" 
6'-10" 
8'-0" 
2'-10" 0'-5" 
2'-6" 
8'-4" 
5'-10" 
3" CERAMIC TYLE, TYP.
STONE COUNTER/
BACKSPLASH
AFX VANITY
LIGHT FIXTURE
MIRROR CAST MARBLE
PANEL 
0'-4" 
8'-0" 
2'-6" 
8'-4" 
5'-10" 
3" CERAMIC TYLE, TYP.
PTD. GWB
CAST MARBLE
PANEL 
3" CERAMIC TYLE, TYP.
PTD. GWB 
4'-10" 2'-0" 
6'-10" 
8'-0" 
CAST MARBLE
PANEL
3" CERAMIC TYLE, TYP. 
0'-9" 
0'-9" 
8'-9" 
0'-9" 
8'-9" 
0'-9" 
8'-9" 
2'-10" 
2'-10" 2'-0" 
2'-10" 2'-0" 
2'-10" 
8'-9" 
PTD. GWB 
SOFFIT SOFFIT SOFFIT SOFFIT 
8'-0" 
1/2"=1'-0" 
A_610 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
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Verified By
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Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
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0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
BATHROOM PLANS
AND INTERIOR
ELEVATIONS

REF. 
RANGE 
2 INTERIOR ELEVATION 
1 INTERIOR ELEVATION 4 INTERIOR ELEVATION 
3 INTERIOR ELEVATION 
5'-8" 1'-10" 
7'-6" 
3'-2" 1'-6" 2'-10" 
2'-0" 2'-6" 2'-0" 1'-6" 
8'-0" 2'-0" 3'-0" 3'-0" 
5'-8" 1'-10" 
7'-6" 
2'-10" 
3'-6" 
2'-0" 3'-0" 3'-0" 
5'-8" 1'-10" 
7'-6" 
2'-10" 
3'-6" 
2'-10" 
6'-0" 
2'-0" 2'-0" 2'-0" 
"A"
A.620
2
1
4 3 
KITCHEN
TYPE "A" 
"B"
A.620
5
7
6 
KITCHEN
TYPE "B" 
6'-0" 
3'-0" 3'-0" 2'-0" 
8'-0" 
7'-0" 
3'-0" 5'-0" 2'-0" 
10'-0" 
MICROWAVE HOOD
CERAMIC WALL TILE
SINK
STONE COUNTER 
3'-6" 
7 INTERIOR ELEVATION 
5 INTERIOR ELEVATION 
1'-0" 4'-0" 
7'-0" 
REF. 
1'-8" 3'-2" 
5'-8" 1'-10" 
8'-9" 
6 INTERIOR ELEVATION 
2'-0" 
2'-8" 
3'-4" 
7'-6" 
3'-0" 
8'-7" 
CERAMIC WALL TILE
STONE COUNTER
SINK 
2'-8" 1'-8" 3'-2" 
9'-0" 
8'-9" 
2'-0" 2'-6" 0'-6" 2'-0" 
CERAMIC WALL TILE
MICROWAVE HOOD 
2'-8" 
2'-3" 
2'-3" 
2'-8" 
1'-8" 3'-2" 
1'-7" 
0'-9" 
0'-9" 
STONE COUNTER 
SINK 
8'-7" 3'-7" 2'-0" 
8'-9" 
1'-3" 
SOFFIT SOFFIT 
1'-3" 
SOFFIT 
7'-6" 
7'-6" 
8'-9" 
1'-3" 
SOFFIT SOFFIT 
1'-3" 
8'-9" 
1'-3" 
8'-9" 
1/2"=1'-0" 
A_620 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
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0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
ENLARGED
UNIT PLANS

KITCHEN
TYPE "C" 
"C"
A.621 10 9
8 
9'-0" 
2'-0" 
MICROWAVE HOOD
STONE COUNTER 
2'-10" 1'-6" 3'-2" 
9'-0" 
7'-6" 
4'-0" 2'-0" 
1'-3" 
2'-0" 
8 INTERIOR ELEVATION 
1'-0" 
REF. 
CERAMIC WALL TILE 
SINK 
RANGE 
1'-10" 1'-3" 
8'-9" 
2'-0" 
2'-10" 1'-6" 
9 INTERIOR ELEVATION 
8'-9" 
3'-2" 
2'-0" 
SOFFIT 
1'-3" 
10 INTERIOR ELEVATION 
5'-8" 
SOFFIT 
5'-8" 1'-10" 
7'-6" 
SOFFIT 
1'-3" 
8'-9" 
KITCHEN
TYPE "D" 
"D"
A.621 11 10
8 MICROWAVE HOOD
STONE COUNTER 
2'-10" 1'-6" 3'-2" 
6'-0" 
8'-9" 
1'-3" 
8 INTERIOR ELEVATION 
REF. 
CERAMIC WALL TILE 
RANGE 
1'-10" 
1'-3" 
2'-0" 
2'-10" 1'-6" 
9 INTERIOR ELEVATION 
3'-2" 1'-3" 
10 INTERIOR ELEVATION 
5'-8" 
SOFFIT 
6'-0" 
2'-0" 5'-7" 2'-0" 
9 
11 INTERIOR ELEVATION 
2'-0" 2'-0" 2'-0" 
7'-6" 
1'-3" 
6'-0" 
CERAMIC WALL TILE
STONE COUNTER
SINK 
4'-0" 2'-0" 
SOFFIT 
2'-10" 1'-6" 3'-2" 1'-3" 
8'-9" 
7'-6" 
2'-0" 
5'-8" 1'-10" 
7'-6" 
SOFFIT 
1'-3" 
8'-9" 
2'-10" 
2'-0" 
SINK 
5'-7" 2'-0" 
7'-6" 
SOFFIT 
1'-3" 
8'-9" 
2'-10" 
2'-0" 5'-7" 
1'-6" 3'-2" 1'-3" 
SINK 
1'-6" 3'-2" 
1/2"=1'-0" 
A_621 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
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0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
ENLARGED
UNIT PLANS

3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
43' - 11"
54' - 5"
64' - 1"
13' - 11" 
1st. LEVEL 
22' - 11" 
2nd. LEVEL 
33' - 5" 
2'-10" 
2'-10" 
7'-10 1 2 " 5'-3" 5'-3" 5'-3" 
9 RISERS
@ 7'' 
1'-1 1 2 " 
9'-0" 
14 RISERS
@ 6 3/4''
2 RISERS
@ 6 3/4'' 
5'-3" 
9 RISERS
@ 7''
9 RISERS
@ 7''
9 RISERS
@ 7'' 
METAL HANDRAIL
MOUNTAD ON
WALL(TYPICAL) 
1'-0" 
1'-11" 
10'-6" 10'-6" 10'-6" 10'-6" 
5'-3" 5'-3" 
9 RISERS
@ 7''
9 RISERS
@ 7'' 
2'-10" 
1'-11" 
2'-10" 
1'-11" 
UP 
3680 S 
3680 S 
STAIRWAY 
#1 
5'-1 1 4 " 0'-11" 15'-5" 
5'-1 1 4 " 13T@11"=11'-11" 4'-5" 
3'-5" 0'-8 1 4 " 3'-4 3 4 " 
21'-5 1 4 " 
7'-6" 
UP
DN 
3680 S 
STAIRWAY 
#1 
2 
3'-6" 8T@11"=7'-4" 4'-5" 
3'-5" 0'-8" 3'-5" 
7'-6" 
15'-3" 
DN 
3680 S 
STAIRWAY 
#1 
2 
3'-6" 8T@11"=7'-4" 4'-5" 
3'-5" 0'-8" 3'-5" 
7'-6" 
15'-3" 
STAIR PLANS & SECTIONS
STAIRWAY 1 
A-700 
3/8''=1'-0'' 
1/4" = 1'-0"
1 STAIR #1 SECTION 
3/8" = 1'-0"
2 STAIRCASE #GARAGE LEVEL
3/8" = 1'-0"
3 STAIRCASE #1-1ST-3rd LEVEL
3/8" = 1'-0"
4 STAIRCASE #4th LEVEL 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
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2'-10" 
2'-10" 
4'-6" 5'-3" 5'-3" 5'-3" 
9 RISERS
@ 7'' 
9'-0" 
8 RISERS
@ 6 3/4'' 
5'-3" 
9 RISERS
@ 7''
9 RISERS
@ 7''
9 RISERS
@ 7'' 
METAL HANDRAIL
MOUNTAD ON
WALL(TYPICAL) 
1'-11" 
10'-6" 10'-6" 10'-6" 10'-6" 
5'-3" 5'-3" 
9 RISERS
@ 7''
9 RISERS
@ 7'' 
2'-10" 
1'-11" 
2'-10" 
1'-11" 
3'-6" 
4'-6" 
8 RISERS
@ 6 3/4'' 
1'-11" 
3'-6" 
5'-3" 5'-3" 
9 RISERS
@ 7''
9 RISERS
@ 7'' 
9'-0" 
3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
43' - 11"
54' - 5"
64' - 1"
13' - 11" 
1st. LEVEL 
22' - 11" 
2nd. LEVEL 
33' - 5" 
UP 
3680 S 
STAIRWAY 
#2 
3'-6" 7T@11"=6'-5" 4'-11 1 2 " 
3'-5" 0'-8" 3'-5" 
7'-6" 
14'-10 1 2 " 
UP
DN 3680 S 
STAIRWAY 
#2 
2
3 
3'-6" 8T@11"=7'-4" 4'-0" 
14'-10" 
3'-5" 0'-8" 3'-5" 
7'-6" 
DN 3680 S 
STAIRWAY 
#2 
UP 
2 3'-6" 8T@11"=7'-4" 4'-0" 
14'-10" 
3'-5" 0'-8" 3'-5" 
7'-6" 
STAIR PLANS & SECTIONS
STAIRWAY #2 
A-701 
3/8'' = 1'-0'' 
1/4" = 1'-0"
1 STAIR #2 SECTION 
3/8" = 1'-0"
2 STAIRCASE #2 GARAGE LEVEL 
3/8" = 1'-0"
3 STAIRCASE #2 1st - 4th LEVEL 
3/8" = 1'-0"
4 STAIRCASE #2 ROOF LEVEL 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
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3'
11" 
TREAD 
LANDING
CEILING LEVEL 
RUN 
WOOD FINISH
5/8" GWB FIRECODE "C"
ON 3
4 " WOOD STRAPPING
SPACER
CARRIEGE 
STEEL STAIR DETAIL (WOOD FINISH) 
RISE 
5/8" GWB FIRECODE "C"
ON 3
4 " WOOD STRAPPING 
WOOD FINISH 
STEEL FRAME STEP 
11" 
CARPET 
3' 
METAL HANDRAIL
WOODEN PANEL 
WOOD FINISH 
METAL STEP 
CARPET 
1
4 " 
5/8" GWB FIRECODE "C"
ON 3
4 " WOOD STRAPPING 
DOOR
METAL HANDRAIL
WOOD PANEL 
TREAD
RISER 
WINDOW SILL LEVEL
FINISH FLOOR LEVEL 
STAIR DETAILS 
A-702 
NTS 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
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Drawn By
Date
Revision No.
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Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
December, 2020 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
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STAIR DETAILS 
6 
A-710 SCALE: 1" = 1'-0" 
3 
A-710 
STAIR DETAIL (WOOD FINISH) 
SCALE:NTS 
5 
A-710 
TYPICAL STAIR SECTION 
SCALE: 1" = 1'-0" 
2 
A-710 
TYPICAL HANRAIL DETAIL 
SCALE: 1" = 1'-0" 
4 
A-710 
STAIR DETAIL (CARPET FINISH) 
SCALE: 1" = 1'-0" 
1 
A-710 
STAIR DETAIL 
SCALE: 3/4" = 1'-0" 
STAIR DETAIL (LANDING)

5'-0" 
7'-0" 
8'-0''
MIN. ROUGH OPENING
CLEAR OPENING 
7'-0" 
8'-0''
MIN. ROUGH OPENING
CLEAR OPENING 
7'-0" 
8'-0''
MIN. ROUGH OPENING
CLEAR OPENING 
7'-0" 
8'-0''
MIN. ROUGH OPENING
CLEAR OPENING 
9'-0" 10'-6" 10'-6" 10'-6" 8'-10 3 4 " 
3rd. LEVEL
4th. LEVEL
ROOF LEVEL
GARAGE LEVEL 
43' - 11"
54' - 5"
64' - 1"
13' - 11" 
1st. LEVEL 
22' - 11" 
2nd. LEVEL 
33' - 5" 
D D
B 
C 
E
A 
1 
A-710 
6'-4 1 2 " 
8'-2 1 4 " 
9'-11 1 4 " 
5'-6 1 4 " 
D D 
B 
C 
E
A 
W.I.C. 
KITCHEN 
4 
1 
A-710 
6'-4 1 2 " 
8'-2 1 4 " 
9'-11 1 4 " 
5'-6 1 4 " 
LOBBY 
KITCHEN 
D D
B 
C 
E 
A 
4 
1 
A-710 
6'-4 1 2 " 
8'-2 1 4 " 
9'-11 1 4 " 
5'-6 1 4 " 
3/8" = 1'-0"
1 ELEVATOR SECTION
3/8" = 1'-0"
2 ENLARGED ELEVATOR PLAN-GROUND LEVEL
3/8" = 1'-0"
3 ENLARGED ELEVATOR PLAN-FIRST LEVEL
3/8" = 1'-0"
4 ENLARGED ELEVATOR PLAN-2ND-4TH LEVEL 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
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Date
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Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 202 1 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
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ELEVATOR
PLANS & SECTIONS 
A_710

3'-6" 
FLOOR
LEVEL 
2'-0" 4'-0" 
A 
WINDOW ELEVATION(TYPICAL)
1/2'' = 1'-0'' 
1 
2'-0" 
WINDOW SCHEDULE 
TYPE DESCRIPTION WIDTH HEIGHT LEVEL HEAD JAMP SILL COMMENTS TOTAL NUMBER
A AWNING 3'-6" 6'-0'' 1ST,2ND,3RD,4TH PVC PVC PVC 88 
NOTES:
1. ALL GLAZING TO BE LOW-E DUAL GLAZED GLASS - EXTERIOR FLOOR TO CEILING
WINDOWS AND DOORS TO BE TEMPERED
2. WINDOWS LOCATED IN SHOWERS SHALL BE TEMPERED AND SPECIFIED FOR USE IN
SHOWER (WET RATED). CONTRACTOR TO INSTALL SHOWER WATERPROOFING
MEMBRANE OVER WINDOW JAMB AND CAULK COMPLETELY AROUND WINDOW/TILE
JOINT
3. EXTERIOR WINDOWS AND DOORS SHALL HAVE A U-FACTOR OF 0.20 AND AN SHGC OF
0.36 
DOOR ELEVATIONS
1/2'' = 1'-0'' 
1 
STAIRWAY
DOOR
ENTRY DOOR
TO UNITS BEDROOM
BATHROOM
W/D 
3'-0" 
6'-8" 
2'-6" 
6'-8" 
3080 3680 3680 S 
ACCESSIBLE
BATHROOM/
BEDROOM/
WALK-IN
CLOSET DOOR 
3680 B 6080A 
CLOSET DOOR 
5'-2" 
6'-8" 
3'-0" 
6'-8" 
3'-0" 
6'-8" 
2'-4" 
6'-8" 
WALK-IN CLOSET
W/D 
2880 7280 
6'-0" 
6'-8" 
FLOOR
LEVEL 
ENTRY DOOR 
V 1 
VESTIBULE ENTRY
DOOR 
9'-0" 
7'-0" 
3680 C 
3'-0" 
6'-8" 
ACCESSIBLE
BATHROOM/
WALK-IN
CLOSET DOOR 
1/2"=1'-0" 
A_900 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
DAVID BARSKYARCHITECT.COM 
DBB 
0 01 10.5.2020 ISSUED FOR INFORMATION 
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PERMIT 
WINDOW & DOOR
SCHEDULE

DOOR FRAME
FIRE RATING HARDWARE
SET REMARKS TOTAL
NUMBER
DOOR NO. ROOM NAME DOOR WIDTH DOOR HEIGHT THICK. MATL FINISH THRESHOLD MATL FINISH DETAILS
MATERIAL DETAIL JAMB HEAD
3680 S STAIRWAY DOOR 3'-0" 6'-8" 0'-1 3/4'' ALUMINUM FACTORY MTL HM FACTORY JAMB.SIM 90min - 12
3680 ENTRY DOOR TO
UNITS 3'-0" 6'-8" 0'-1 3/4'' WOOD PAINTED MTL HM FACTORY JAMB.SIM 20min - 20
3680 B
ACCESSIBLE
BATHROOM
BEDROOM
WALK-IN CLOSET
3'-0'' 6'-8'' 0'-1 3/4'' WOOD PAINTED - WOOD PAINTED JAMB.SIM / - 8
3680 C
ACCESSIBLE
BATHROOM
WALK-IN CLOSET
3'-0'' 6'-8'' 0'-1 3/4'' WOOD PAINTED - WOOD PAINTED JAMB.SIM / - 1
3080
BEDROOM
BATHROOM
W/D
2'-6" 6'-8'' 0'-1 3/4'' WOOD PAINTED - WOOD PAINTED JAMB.SIM / - 61
6080A CLOSET DOOR 5'-8'' 6'-8'' 0'-1 3/4'' WOOD PAINTED - WOOD PAINTED JAMB.SIM / - 20
2880 WALK-IN CLOSET
W/D 2'-4'' 6'-8'' 0'-1 3/4'' WOOD PAINTED - WOOD PAINTED JAMB.SIM / - 10
7280 ENTRY DOOR 6'-0'' 6'-8'' 0'-1 3/4'' ALUMINUM FACTORY MTL HM FACTORY JAMB.SIM 20min - 2
V1 VESTIBULE
ENTRY DOOR 9'-0'' 7'-0'' 0'-1 3/4'' ALUMINUM FACTORY MTL HM FACTORY JAMB.SIM 20min - 1 
1"=1'-0" 
A_901 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
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Drawn By
Date
Revision No.
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Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
February 2021 
DAVID BARSKYARCHITECT.COM 
DBB 
0 01 10.5.2020 ISSUED FOR INFORMATION 
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0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
DOOR SCHEDULE

16'' O.C. 
WALL TYPE A- EXTERIOR WALL 
A 1''= 1' - 0'' 
7
16 " ZIP SYSTEM WALL SHEETING
2'' E.F.I.S. (TYP.)
2"x6" KD WOOD STUD @ 16" 0.C.
FIRE RATED SEALANT
BASE TRIM
6" MINERAL WOOL 
5
8 '' TYPE X GWB 
5
8 '' TYPE X GWB
6" MINERAL WOOL
2"x6" KD WOOD STUD @ 16" 0.C. 
7
16 " ZIP SYSTEM WALL SHEETING
2'' E.F.I.S. (TYP.) 
PLAN SECTION 
WALL TYPE B- EXTERIOR WALL 
B 1''= 1' - 0'' 
16'' O.C. 
7
16 " ZIP SYSTEM WALL SHEETING 
WATER AND AIR RESISTIVE BARRIER 
2"x6" KD WOOD STUD @ 16" 0.C.
FIRE RATED SEALANT
BASE TRIM
6" MINERAL WOOL 
5
8 '' TYPE X GWB 
7
16 " ZIP SYSTEM WALL SHEETING
PRECAST PANEL 
PLAN SECTION 
PRECAST PANEL 
WATER AND AIR RESISTIVE BARRIER 
5
8 '' TYPE X GWB
6" MINERAL WOOL 
2"x6" KD WOOD STUD @ 16" 0.C. 
1/8"=1'-0" 
A-910 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
EXTERIOR WALL
TYPES

WALL TYPE 1- PARTITION WALL 
1 1''= 1' - 0'' 
PLAN SECTION 
5/8'' TYPE X GWB 
1/2" RESILIENT CHANNELS @ 24" O.C. 
2"x6" KD WOOD STUD @ 16" 0.C.
6'' BATT. INSULATION
5/8'' TYPE X GWB
6'' BATT. INSULATION 
1/2" RESILIENT
CHANNELS @ 24" O.C.
CORRIDOR SIDE 
5/8'' TYPE X GWB
5/8'' TYPE X GWB 
FIRE RATED SEALANT
BASE TRIM 
2"x6" KD WOOD STUD @ 16" 0.C. 
TYPE DESCRIPTION STC RATING UL WIDTH
1 2X6 WOOD STUD PARTITION
5/8'' GWB, RES.CHAN AND INSULATION 50
1 HR U 327 7 1/4'' Shown 
WALL TYPE 3- PARTITION WALL 
3 1''= 1' - 0'' 
PLAN SECTION 
5/8'' TYPE X GWB
2"x4" KD WOOD STUD @ 16" 0.C.
5/8'' TYPE X GWB
5/8'' TYPE X GWB
5/8'' TYPE X GWB 
FIRE RATED SEALANT
BASE TRIM 
2"x4" KD WOOD STUD @ 16" 0.C. 
WALL TYPE 2- PARTITION WALL 
2 1''= 1' - 0'' 
PLAN SECTION 
5/8'' TYPE X GWB
2"x6" KD WOOD STUD @ 16" 0.C.
5/8'' TYPE X GWB
5/8'' TYPE X GWB
5/8'' TYPE X GWB 
FIRE RATED SEALANT
BASE TRIM 
2"x6" KD WOOD STUD @ 16" 0.C. 
TYPE DESCRIPTION STC RATING UL WIDTH
2 32 1 HR U 305 6 3/4'' Shown 2X6 WOOD STUD PARTITION
5/8'' GWB 
TYPE DESCRIPTION STC RATING UL WIDTH
3 32 1 HR U 305 4 3/4'' Shown 2X4 WOOD STUD PARTITION
5/8'' GWB 
WALL TYPE 4- PARTITION WALL 
4 1''= 1' - 0''
PLAN 
3/8'' PORCELAIN TILES
2"x6" KD WOOD STUD @ 16" 0.C. 
BATHROOM 
BATHROOM 
1/16 " TILE GLUE
1/2 " WATER PROOF CEMENT BOARD
1/2 " WATER PROOF CEMENT BOARD
1/16 " TILE GLUE
3/8'' PORCELAIN TILES 
SECTION 
1/16 " TILE GLUE
1/2 " WATER PROOF
CEMENT BOARD
3/8'' PORCELAIN TILES 
FIRE RATED SEALANT 
2"x6" KD WOOD STUD @ 16" 0.C. 
1/2 " WATER PROOF
CEMENT BOARD
1/16 " TILE GLUE
3/8'' PORCELAIN TILES 
PLAN SECTION 
2x5/8'' TYPE X GWB
2"x6" KD WOOD STUD @ 16" 0.C.
6" SOUND ATTENUATION BATT INSULATION UNFACED
2x5/8'' TYPE X GWB
2x5/8'' TYPE X GWB
6" SOUND ATTENUATION BATT
INSULATION UNFACED 
FIRE RATED SEALANT
BASE TRIM 
2"x6" KD WOOD STUD @ 16" 0.C. 
2x5/8'' TYPE X GWB 
WALL TYPE 5- PARTITION WALL 
5 1''= 1' - 0'' 
CMU 8"x8"x16 UL CLASSIFIED 
WALL TYPE 6- ELEVATOR WALL 
6 1''= 1' - 0''
SECTION 
FIRE RATED SEALANT
BASE TRIM 
TYPE DESCRIPTION STC RATING UL WIDTH
6 8'' CMU WALL WITH FURRING AND SHEETROCK 60 2 HR U 937 12 3/8''
Shown 
TYPE DESCRIPTION STC RATING UL WIDTH
4 32
1 HR U 305
7'' Shown
2X6 WOOD STUD PARTITION
5/8'' GWB 
TYPE DESCRIPTION STC RATING UL WIDTH
5 2X6 WOOD STUD PARTITION
2X5/8'' GWB AND INSULATION 55 2 HR U 301 8'' Shown 
PLAN 
5/8'' TYPE X GWB
STEEL STUD
8'' CMU REINFORCED
LIGHT GAUGE STEEL RUNNER 
2 X 5/8'' TYPE X GWB
STEEL STUD
LIGHT GAUGE STEEL TRACK
2'' BATT. INSULATION 
WALL TYPE C - INTERIOR WALL - BEARING WALL 
7 
16'' O.C. 
1''= 1' - 0''
PLAN
SECTION 
TYPE DESCRIPTION STC RATING UL WIDTH
7 2X4 WOOD STUD PARTITION 
5/8'' GWB, AND INSULATION 50 1 HR GA WP 3812
(SIMILAR) 
10 1/2'' Shown 
BASE TRIM 
3-1/2" MINERAL WOOL
5/8'' TYPE X GWB
2 x 2"x6" KD WOOD STUD
@ 16" 0.C.
O.S.B. -1/2"
AIR CAVITY
3-1/2" MINERAL WOOL
5/8'' TYPE X GWB
2 x 2"x6" KD WOOD STUD
@ 16" 0.C.
O.S.B. -1/2"
BASE TRIM 
3-1/2" MINERAL WOOL
5/8'' TYPE X GWB
5/8'' TYPE X GWB
O.S.B. -7/16"
AIR CAVITY
2"x4" KD WOOD STUD @ 16" 0.C. 
1/8"=1'-0" 
A-911 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING
PERMIT 
INTERIOR WALL TYPES

1/8"=1'-0" 
VISUALIZATION 
AV 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
Architect's Seal: 
0 
5 FREMONT STREET
WINTHROP, MA 
0 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
Architect's Seal: 
January, 2021 
01 10.5.2020 ISSUED FOR INFORMATION 
DAVID BARSKYARCHITECT.COM 
DBB 
0 02 10.18.2020 ISSUED FOR INFORMATION 
0 03 03.05.2021 ISSUED FOR INFORMATION 
0 04 09.06.2021 ISSUED FOR BUILDING PERMIT

NTS 
S.001 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
GENERAL NOTES 
CG

7 
(UNLESS SHOWN OTHERWISE ON DRAWINGS)
Fy=60000 PSI 
BAR
SIZE 
#3
#4
#5
#6
#7
#8
#9
#10
#11
TOP BARS OTHER BARS
2 1 3 4 5 6 2 1 3 5 6
16" 16" 16" 16" 16" 16" 18" 18" 18" 18" 18" 18"
24" 24" 24" 24" 24" 26"
40" 32" 30" 30" 30" 30"
57" 45" 40" 36" 36" 36"
77" 62" 54" 43" 42" 42"
102" 81" 71" 57" 51" 48"
55" 64" 72" 90" 103" 129"
163" 131" 114" 92" 82" 65"
80" 100" 112" 140" 160" 200"
20" 19" 19" 19" 19" 19"
31" 25" 23" 23" 23" 23"
44" 35" 31" 28" 28" 28"
33" 33" 33" 42" 48" 59"
78" 63" 55" 44" 39" 37"
99" 79" 69" 56" 50" 42"
126" 101" 88" 70" 63" 50"
62" 77" 86" 108" 123" 154"
f = 4000 PSI,NORMAL WEIGHT
CATEGORY
4
CATEGORY 
CATEGORY 
STRUCTURAL
ELEMENT
CONCRETE
COVER 
ALL OTHERS 
DIA b
b DIA
b 2DIA
DIA b
DIAb
CATEGORY ACCORDING TO
CENTER-TO-CENTER BAR SPACING
2DIA b
b b b b
b b
3DIA 3DIA
4DIA
4DIA
6DIA
6DIA
DIA b 
TYPICAL ABBREVIATIONS
1 1 1 2
1
1 1 1 2
1
1
3
3
3
5
3
5
6
4
6
= EQUAL TO OR LESS THAN
= GREATER THAN
= EQUAL TO OR GREATER THAN
= LESS THAN
= NOMINAL BAR DIAMETER 
BEAMS, COLUMNS, AND
INNER LAYER OF
WALLS OR SLABS 
CLASS B TENSION SPLICE 
HORIZ BARS 
STD HOOK, 1'-0" MIN 
2 
1 
8
9
1 
1
2 MIN 
1
2 
2 4
10 11 
CONSTRUCTION
JOINT (CONST JT) 
5 3 
MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE 
SEE SPLICE
SCHEDULE
SEE SPLICE
SCHEDULE
MATCH SIZE AND
SPACING OF SMALLER
HORIZ BAR
LAP OUTSIDE BARS OR
PROVIDE CORNER BARS AS
SHOWN. WHERE SIZES OF
OUTSIDE HORIZ BARS
DIFFER DETERMINE
SPLICE LENGTH BY
USING SMALLER SIZE
0" TYP
SEE SPLICE
SCHEDULE
STD HOOK
1'-0" MIN
STD HOOK
1'-0" MIN
0" TYP
0" TYP
MATCH SIZE AND
SPACING OF HORIZ
BARS IN THIS WALL 
T3 T3
CONTINOUS
KEYWAY
OPTIONAL
CONST JOINT
T3
INTERIOR FACE
(OCCUPIED SPACE)
REGLET, IF EXPOSED. FOR
DETAILS SEE ARCHT DWGS.
T
REBAR, SAME SIZE AND
SPACING AS HORIZ WALL
REINF X 80 DIA LONG.
T
GROOVE, CONTINOUS OVER
TOP OF WALL. SEALANT ON
EXTERIOR FACE AND TOP.
CAULK BELOW GRADE.
2" 
3 4 " 
1 2 " T/6
D
SAW CUT 1 8 "x
1 1 2 " CONT
CONTROL JT
D/3
D/3
CONSTRUCTION
JOINT (CJ)
VAPOR
BARRIER
WELDED WIRE FABRIC
(WWF) SEE PLANS
SUPPORT WWF ON DENSE
CONCRETE BLOCK AT
4'-0" OC EA DIRECTION
2"
D/3
8" MIN GRAVEL
OR CRUSHED
STONE SEE SPECS
1'-6" LAP
D
D
2D
SEE
PLANS
#5@18" MAX ALL
AROUND (TYP)
TO 12" HIGH
PADS UP 
ROUGHEN SURFACE OF
SLAB, TREAT AS
CONST JOINT
STRUCTURAL
SLAB
THE EXACT SIZE, SHAPE AND LOCATION OF EQUIPMENT
(HOUSEKEEPING) PAD(S) SHALL BE DETERMINED BY THE
CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR
EQUIPMENT. ANCHOR BOLTS WHERE REQUIRED SHALL BE
SIZED AND LOCATED ACCORDING TO MANUFACTURER'S
REQUIREMENTS.
6"
6"
1'-0"
D
HORIZ
WALL REINF
SL
SL
SL
1 BAR EF TO MATCH
HORIZ WALL REINF
4'-0" MIN
SL
2'-0"
MAX
D
MIN STEP FOOTING (SF)
1'-0" MIN
VARIES
1'-0" MAX
VARIES
NO EXCAVATION SHALL
BE MADE BELOW THIS
LINE WITHOUT ADEQUATE
BRACING OR PROTECTION
OF THE SOIL BENEATH
THE IN PLACE UPPER
FOOTING.
#4 CONT
TYP
STD
HOOK
#4@12"
(MIN 1 BAR)
#4@12" EF
(MIN 1 ROW)
"W" "W"
"H"
"H"
PROVIDE SHOP DRAWINGS INDICATING
PROPOSED JOINT LAYOUTS.
INTEGRAL
EQUIPMENT
PAD
1'-0"
MIN
40'-0" MAX
20'-0" MAX 
1 1 2 " 
1 2 " 
3 4 " 
3 4 " 
STEEL SLEEVE
THRU WALL
PIPE
6" MIN CRUSHED
STONE AROUND
PIPE
PIPE SHALL NOT PASS UNDER OR THRU
WALL FOOTING. LOWER FOOTING BY STEPPING
TO AVOID INTERFERENCE. 
FILL MATERIAL
SLAB ON GRADE
HORIZ BARS
AT CORNERS AT INTERSECTIONS
EXTERIOR FACE
WALL REINF
EXTERIOR FACE
WALL REINF
INTERIOR FACE
WWF
VAPOR
BARRIER
WWF 6x6-W2.9wW2.9
#4 CONT
FTG REINF
FTG REINF
SL = SPLICE LENGTH
D MIN
LOWER CONSTRUCTION
UPPER FOOTING
'W" = LESS THAN 8"
#4@12" #4@12"
'W" = 8" OR MORE
FOR CURB "W" & "H" SEE ARCH DWGS
PIT
CONTROL JOINT (CJ)
WALL 
PIPE THRU WALL
HORIZONTAL WALL REINFORCEMENT PLANS
VERTICAL CONSTRUCTION JOINT
IN CONCRETE WALLS
VERTICAL CONTROL JOINT
IN CONCRETE WALLS
SLAB ON GRADE
SLAB ON GRADE
AT DEPRESSIONS CONCRETE EQUIPMENT PAD
ELEVATION OF STEPPED FOOTING
AT FOUNDATION WALL
CONCRETE CURB DETAIL
SLOPE BETWEEN FOOTING &
ADJACENT CONSTRUCTION
LAYOUT OF CONTROL, & CONSTRUCTION
JOINTS IN CONCRETE SLABS ON GRADE 
1. AVOID SPLICES IN REGIONS OF MAXIMUM
MOMENT. IF THIS IS NOT POSSIBLE
STAGGER SPLICES SO THAT NOT MORE
THAN 50% OF THE BARS ARE SPLICED
WITHIN A REQUIRED SPLICE LENGTH
OTHERWISE INCREASE SPLICE LENGTH
BY 30%.
2. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN
THE MEMBER BELOW THE REINFORCEMENT. WALL REINF IS CLASSIFIED AS OTHER BARS.
3. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE VALUES ABOVE BT 1.3. 
12
6 
NTS 
S.002 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
TYPICAL DETAILS 
CG

3'-0"
MAX
3'-0" 
LESS THAN 6" 
BUT 3" MIN 
RIB WIDTH 
3
5 6
7 
2
4 
6'-0" MAX
11'-0" MAX
2'-6"
2'-0" 
NO OPENINGS
IN THIS AREA
NO OPENINGS
IN THIS AREA
WHERE APPLICABLE PROVIDE REINFORCEMENT AS REQUIRED TO
SUPPORT SLAB BETWEEN INDIVIDUAL SMALLER OPENINGS
ROUND OR RECTANGULAR
OPENING OR RECTANGLE
SURROUNDING ONE OR
MORE SMALLER OPENINGS
MAINTAIN RIB WIDTH
OVER BEAM FLANGE
16 GAGE DECK
CLOSURE AS REQD
DECK MUST BE IN CONTACT WITH BEAM TO
ENSURE THAT FLANGE DOES NOT FALL UNDER
HIGH CELL RESULTING IN UNBRACED BEAM.
FOR BEAM SIZE
SEE PLANS 
1 4 " MIN SEAT ANGLE
WITH MIN 3" HORIZ LEG.
LENGTH OF VERT LEG
DETERMINED BY DEPTH
OF DEPRESSION. (TYP)
DAM ALTERNATE CELLS
ONLY SO THAT FLOW
OF CONC CAN ENGAGE
SHEAR CONNECTORS
W8x10
W8x10
SPAN OF DECK
W8x10
W8x10
STR STEEL MEMBER
SPAN OF DECK
STR STEEL MEMBER
3-#5B
3-#5B
2-#5B
WWF SHEAR CONNECTOR
STEEL DECK
BEAM OR GIRDER
WWF WWF
STEEL DECK
SHEAR CONNECTOR
#4@18
TYP 3-6 MIN
#4@18
SEE ARCHT DWGS
WWF
SHEAR CONNECTOR
STEEL DECK
BEAM OR GIRDER
SEE PLAN DEPRESSION
SEE PLAN
TYPE I TYPE II 
FRAMING FOR OPENINGS IN STEEL
ROOF DECK (NO CONCRETE)
REINFORCEMENT AT OPENINGS IN SLABS
WITH COMPOSITE STEEL DECK
SCHEMATIC PLAN SHOWING TYPICAL CONNECTION OF STEEL DECK
STEEL DECK SPANNING PARALLEL
WITH STEEL SLAB
STEEL DECK AT CHANGES IN SLAB
ELEVATION OR SLAB THICKNESS
STEEL DECK DIRECTION CHANGE 
10'-0" MAX
3'-0" MAX 
é 4x4x 3 8 
é 5x3 1 2 x 5 16 
ROOF BEAM
ROOF BEAM
SPAN DIRECTION
OF ROOF DECK 
é 4x4x 3 8 
é 4x4x 3 8 
é 4x4x 3 8 
2
4
1
6
3
6
4
5
1 A. LOCATIONS ON STEEL DECK REQUIRING
PANEL ENDS
ABUTTING ENDS - EACH PANEL
PANEL INTERMEDIATE SUPPORTS
LAPPED ENDS - AT CENTER OF LAP
LOCATIONS ON STEEL DECK REQUIRING B.
PANEL SIDES
C. LOCATIONS ON STEEL DECK REQUIRING 1" SEAM
WELDS OR BUTTON PUNCH @ 24" ON CENTER.
PANEL SIDE LAPS
PANEL SIDE WITH FILLER PIECE, FILLER-TO-
PANEL AND FILLER TO SUPPORTING STEEL
1
SUPPORTED PANEL
SIDE (LONG EDGE)
SUPPORTING
MEMBERS
CHANGED
DIRECTION
OF SPAN
PANEL END-PROVIDE CLOSURE TACKWELDED
OR SCREWED TO PANEL AT 2'-6" OC TYP
PROVIDE FILLER PIECES FOR PANEL SIDE TO
SUPPORTING STEEL WHERE PANEL HAS LESS THAN
1 1 2 " WIDE CONTACT WITH SUPPORTING STEEL 
3 4 " DIA PUDDLE WELDS @12" ON CENTER: 
3 4 " DIA PUDDLE WELDS @12" ON CENTER:
ABUTTING ENDS (OR LAPPED ENDS)
PANEL WIDTH
PANEL LENGTH
(3 SPAN MIN WHERE POSSIBLE)
1
2
3
4
5
6 
1 
NOTES:
1. AT INTERIOR AND EXTERIOR SLAB EDGES, PROVIDE #4@12T AS SHOWN
WHERE DIMENSION "A" OR "B" EXCEEDS 6". DIMENSION "A" SHALL NOT EXCEED 2'-0". 
TYPICAL REINFORCING IN STEEL DECK SUPPORTED SLABS 
"B" "A" 
TYP
1"
SEE
PLANS
#4@12"T 
3'-0"
MIN
1-#5 CONT,
LAP AT
CORNERS
1-#5 CONT, LAP
AT CORNERS
3'-0"
MIN
STEEL
DECK
CONT CHAIRS SUPPORTING
WWF REQUIRED OVER
ALL BEAMS AND
@4'-0" OC EW
DECK CLOSURE
AS REQUIRED SEE
POUR STOP SCHEDULE
MEMBER PERPENDICULAR
TO DECK SPAN
MEMBER PARALLEL
TO DECK SPAN 
WWF 6x6-W2.9xW2.9
#4@12" T 
8 
POUR STOP SCHEDULE 
POUR STOP THICKNESS
< 6 1 2 " SLAB 
2" MINIMUM
BEARING
OVERHANG
WWF
METAL DECK
SLAB
THICKNESS
MIN
2-12
2-12
NOTE:
TABLE INDICATES MINIMUM POUR
STOP UNLESS NOTED OTHERWISE
ON DETAILS
16 GAGE
12 GAGE
12 GAGE 
1 4 " BENT PLATE 
5 16 " BENT PLATE
< 5 1 2 " SLAB
16 GAGE
14 GAGE
12 GAGE 
1 4 " BENT PLATE 
5 16 " BENT PLATE
< 4" SLAB
18 GAGE
16 GAGE
12 GAGE 
1 4 " BENT PLATE 
5 16 " BENT PLATE
< 3"
3" TO 6"
6" TO 9"
9" TO 13"
13" TO 16"
SLAB OVERHANG
BEYOND EDGE
OF FLANGE 
SCALE: 1 1 2 " = 1'-0" 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
TYPICAL DETAILS 
NTS 
S.003 CG

(-2 1/2") C+1" P=±20k 
<20k>
<20k> 
W16x31 (20) 
[-6 1/2"] 
4 6
1 
5 
SHIM AS
REQD 
BEAM END CONN
TO COLUMN
INDICATES NUMBER OF
SHEAR CONNECTORS
COLD-FORMED CAMBER
AT MID-SPAN OF BEAM
AXIAL FORCE
+ = TENSION
- = COMPRESSION
DEVIATION FROM TOP OF
STEEL BASE ELEVATION NOTES:
1. SHEAR CONNECTION SHALL BE DESIGNED FOR THE BEAM
END REACTIONS.
2. DESIGN MOMENT PLATES FOR THE FULL MOMENT
CAPACITY OF THE BEAM.
1. PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGS
IN ACCORDANCE WITH THE SCHEDULE ABOVE. INSTALL LONG LEG
VERTICAL. SEE ARCHT & MECH PLANS FOR LOCATIONS.
2. PROVIDE 6" MIN BEARING AT EACH END BUT NOT LESS THAN 1" PER FOOT
OF SPAN. FILL 2 COURSES OF MASONRY BELOW BEARING WITH MORTAR.
3. WHERE MINIMUM BEARING CANNOT BE PROVIDED, ATTACH SECURELY TO
ADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE SUPPORTS.
4. WHERE LINTELS OCCUR IN EXTERIOR WALLS MINIMUM THICKNESS
SHALL BE 5 16 " AND ANGLES SHALL BE HOT DIP GALVANIZED.
5. WHERE WALL THICKNESS EXCEEDS 12" PROVIDE ONE
ADDITIONAL ANGLE FOR EACH ADDITIONAL 4" OF WALL. 
2 
SHEAR PLATE
CONNECTOR 
3 
SHEAR CONN SHEAR CONN
END REACTION
MEMBER SIZE
TYP
TYP TYP
TYP
MOMENT PLATE
MOMENT PLATE
SHEAR CONN SHEAR CONN
WF
HSS
TYP
TYP TYP
TYP T&B 
TYPE A TYPE B
TYPICAL BEAM TO BEAM CONNECTION
TYPICAL BEAM TO
COLUMN CONNECTION
BEAM EXPLANATION DIAGRAM
BEAM TO BEAM MOMENT CONNECTION
TYPICAL TUBE TO
TUBE CONNECTION
TYPICAL TUBE TO
TUBE CONNECTION
BEAM TO TUBE COLUMN
MOMENT CONNECTION 
STEEL ANGLE LINTEL SCHEDULE 
WALL THICKNESS MASONRY
OPENING
3'-0"
4'-0"
5'-0"
6'-0"
9'-0"
4" WALL 6" WALL 8" WALL 12" WALL
1- ë 3 1 2 x 3 1 2 x 1 4 
1- ë 4 x 3 1 2 x 1 4 
1- ë 5 x 3 1 2 x 1 4 
1- ë 4 x 3 1 2 x 1 4 
1- ë 6 x 3 1 2 x 3 8 
2- û ë 3 x 2 1 2 x 1 4 
2- û ë 3 x 2 1 2 x 1 4 
2- û ë 3 1 2 x 2 1 2 x 1 4 
2- û ë 3 1 2 x 2 1 2 x 1 4 
2- û ë 3 1 2 x 2 1 2 x 1 4 
2- û ë 3 1 2 x 3 1 2 x 1 4 
2- û ë 6 x 3 1 2 x 3 8 
2- û ë 4 x 3 1 2 x 1 4 
2- û ë 5 x 3 1 2 x 1 4 
2- û ë 5 x 3 1 2 x 1 4 
3- û û ë 6 x 3 1 2 x 3 8 
3- û û ë 5 x 3 1 2 x 1 4 
3- û û ë 5 x 3 1 2 x 1 4 
3- û û ë 4 x 3 1 2 x 1 4 
3- û û ë 3 1 2 x 3 1 2 x 1 4 
SHOWN THUS ON PLAN 
SHOWN THUS ON PLAN 
7 8 
WHERE COLUMN IS ABOVE
ALSO SEE DETAIL 8 SIM
FOR COL SIZE SEE
SCHEDULE OR PLANS
FOR COL SIZE SEE
SCHEDULE OR PLANS
PLATE 1 2 "
PLATE 1 2 " 
TYPICAL COLUMN CAP PLATE DETAIL
TYPICAL DETAIL AT BASE
PLATE OF TRANSFER BEAMS 
1 4 " STIFFENER PLATES 
1 4 " STIFFENER PLATES 
9 
1'-0" 
1 2 " END
PLATE 
5 16 " STIFF PLATE
EACH SIDE TYPICAL 
BEAM OUT OF PAGE NOT
SHOWN FOR CLARITY 
℄ OF COLUMN 
MOMENT PLATE MOMENT PLATE 
NTS 
S.004 
TYPICAL DETAILS 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
CG

WOOD
POST
BELOW 
1 
END POST DETAIL @LVL
BEAM (REQUIRED) 6 
MULTIPLE LVL NAILING & BOLTING
PATTERN (UP TO 3 PILES) 
NOTE:
2 ROWS OF 16d NAILS @12" OC FOR 9 1 2 " LVL
3 ROWS OF 16d NAILS @12" OC FOR 11 7 8 " LVL 
2 ROWS OF 1 2 "Ø BOLTS @24" OC FOR 14" LVL (SIDE LOAD)
3 ROWS OF 1 2 "Ø BOLTS @24" OC FOR 16" & 18" LVL
3 ROWS OF 16d NAILS @12" OC FOR UP TO 16" LVL (TOP LOAD)
(TYPICAL UNLESS OTHERWISE NOTED) 
END BEARING DETAIL @LVL 
WOOD POST
BELOW SIMPSON 'CC/ECC'
COLUMN CAP SERIES 
CENTER BEARING DETAIL
@LVL (REQUIRED) 
3- 3 4 "Ø THRU-BOLTS
EACH SIDE OF HANGER
(PREORDER) SIMPSON
HGLTV HANGERS TYP
SEE PLANS FOR SIZE 
LVL INTERSECTION 
WEB STIFFENER
AT HANGER BOTH
SIDES TYP
ENG. JOIST
HANGER 
5 
LVL BEAM DETAIL
@ENG. JOIST 
LVL BEAM
SIMPSON 'CC/ECC'
COLUMN CAP SERIES
WOOD POST
ABOVE
LVL BEAM
INVERTED SIMPSON
COLUMN CAP 'CC/ECC'
SERIES
LVL BEAM
LVL BEAM
LVL BEAM
OR HEADER
TRIMMERS
STRAP PER CODE
IF TOP PLATE IS NOT
CONTINOUS OVER
HEADER
LVL BEAM
LVL 
2 3 4 
SEE BEARING
WALL SCHEDULE
2x4@16" OC
2-2x4
BOTTOM
PLATE 
2x4@16" OC 
8 
TYPICAL DEMISING
WALL PLAN 
ADDITIONAL
POSTS AS
REQUIRED
CENTERED
ON PLATE SEE BEARING
WALL SCHEDULE
8 1 2 " 
2x4@16" OC
2x4 TOP
PLATE
NOTE:
PLYWOOD @SHEAR WALLS
NOT SHOWN SEE PLAN FOR
LOCATIONS
2x4 BOTTOM
PLATE 
SEE BEARING
WALL SCHEDULE
2x6@16" OC
2-2x6
BOTTOM
PLATE 
TYPICAL 2x4 OR 2x6
BEARING WALL PLAN 
ADDITIONAL
POSTS AS
REQUIRED
CENTERED
ON PLATE 
8" OR 8 1 2 " 
2-2x10 TOP PLATE
(2x10 RIPPED TO
8" OR 8 1 2 " WIDE
SEE ARCH)
SCALE: 1" = 1'-0" 
2x BLOCKING
AT MID-HEIGHT 
11
10 
SEE PLAN FOR
BEAM SIZE 
1 4 " BENT PLATE w/ 
1 2 "Øx4" HS @16" OC
8" CMU w/#5@24"V &
#9 GAGE WIRE
LADDER @16" OC H 
3 4 " EXP BOLTS @24" OC
IN VERT SLOTTED HOLES
AT BOND BEAM
SEE PLAN
TYP 4-12 
6 1 2 " 
2"
6"
SEE
ARCH
DWGS 
9 
AT ELEVATOR DOOR OPENING, 
5 16 " BENT PLATE NOT TO
EXTEND ABOVE TOP OF SLAB
ON DECK.
2-#5 CONT IN
BOND BEAM
SEE DETAIL 1 ON S2 FOR
BEAM TO WALL CONNECTION 
2-#5 CONT
IN BOND BM 
1 4 x3" CONT PLATE w/ 
1 2 Øx4" HS @16" #4 ù @12"
6 1 2 " 
6 1 2 "
W BEAM,
SEE PLAN FOR
BEAM SIZE
2"
HSS 3x2x 1 4 - PROVIDE
GAP MIDSPAN (1'-0" MAX)
TO ALLOW FOR HOIST
CHAIN PLACEMENT
COORDINATE w/ ELEVATOR
MANUFACTURER
TOC EL - SEE PLAN
2-12
WWF 
W8 BEYOND
8" CMU w/#5@32" V
HSS BEYOND 
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
S.005
11
SCALE: 1" = 1'-0" 
WALL TYPE "W1" 
BEARING WALL TYPE SCHEDULE 
(TYPICAL 2x6 BEARING WALL & CORRIDOR WALL) 
WALL TYPE "W2" 
THIRD FLOOR
FOURTH FLOOR
SECOND FLOOR
FIFTH FLOOR 
2x4@16" oc 
ROOF
2-2x6@16" oc
2x4@12" oc
2x4@16" oc 
(TYPICAL UNIT DEMISING WALL) 
2-2x4@16" oc 2-2x4@16" oc 
2-2x4@16" oc 2-2x4@16" oc 
2x4@12" oc 2x4@12" oc 
2-2x4@12" oc 2-2x4@12" oc
SECOND FLOOR
THIRD FLOOR
FIRST FLOOR
FOURTH FLOOR
ROOF 
7 
NTS 
S.005 
TYPICAL DETAILS 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
CG

A B D E G C.5 C.6 B.4 A.3 C F E.8 F.5 E.9 C.1 C.9 B.9 B.1 C.4 D.1 A.9 
(E) BLDG 
WB-2 
1
2
3
4
5 
WB-1
WB-4
WB-3
WB-6 
13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-1 15 16 "
17'-2 1 4 " 23'-8 1 8 " 23'-3 7 8 " 18'-10 1 4 " 
1'-6"x1'-6"x1'-6"
SUMP PIT
1'-4" THICK SLAB
w/ #6@9" T&B EW
TOC EL 8'-0" 
2.5 
2.7 
3.4 
F9
(8'-6")
F6
(8'-6") 
F5
(8'-6")
F5 
F5
(9'-8") 
CP1 
CP2 
CP1 sim 
CP3 TIE BEAM 
F7
(8'-6") 
WB-5 F6
(6'-8") CP3 
CP3
2
S.301A
2
S.301A
UNEXCAVATED
CP4
CP4 
MARK TYPE REINF 
FOOTING SCHEDULE 
2 TSF (ALLOWABLE BEARING CAPACITY) 
F7 7'-0"x7'-0"x1'-7" 7-#6 BEW
F6 6'-0"x6'-0"x1'-4" 8-#5 BEW
F5.5 5'-6"x5'-6"x1'-3" 6-#5 BEW
F9 9'-0"x9'-0"x2'-0" 11-#6 BEW
TIE BEAM
TIE BEAM 
℄ OF RETAINING WALL
UNEXCAVATED 
1.5
3.7
4.4
4.6
4.8 
2.3 
F5 5'-0"x5'-0"x1'-2" 5-#5 BEW
F7
(7'-11") 
3.8 
F5.5
(8'-6") 
3
S.301
5
S.301A
4
S.301
4
S.301
1
S.301
1
S.301
2
S.301
1
S.301
1
S.301 
WB-5 
3
S.301A
4
S.301A
4
S.301A
CP4
CP3
CP1
1
S.301A
CP1
(6'-8")
1
S.301A
F5.5
(8'-6")
5 sim
S.301A
5
S.301A
(8'-6")
CP2
F5
(8'-6") 
F6
(8'-6")
(8'-6")
F6
(8'-6")
CP2
5
S.301A
NOTES:
1. FOR GENERAL NOTES SEE S.001.
2. FOR TYPICAL DETAILS SEE S.002, S.003, S.004, & S.005.
3. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S.201.
4. WB-1 ETC INDICATES BRACING ELEVATION
SEE S.202 FOR ELEVATION & DETAILS. 
5. "CP1" INDICATES PIER TYPE SEE S.301A FOR SIZE &
REINFORCING. 
6. (-4'-6") ETC INDICATES BOTTOM OF FOOTING ELEVATIONS.
7. "F1" ETC INDICATES FOOTING TYPE SEE THIS DRAWING
FOR SCHEDULE.
8. "SF" INDICATES STEPPED FOOTING
SEE DETAIL 10 ON S.002. 
6
S.302
6
S.302
F4x8
(8'-6") 
F3x6
(8'-6")
(8'-6")
F5
(8'-4")
CP3
(8'-6")
4" SLAB ON GRADE
REINF w/ 6x6-W1.4xW1.4 WWF
TOC EL 13'-0" 
4" SLAB ON GRADE
REINF w/ 6x6-W1.4xW1.4 WWF
TOC EL 13'-0" 
SF
F3 (8'-6") (8'-6")
F8 8'-0"x8'-0"x1'-10" 9-#6 BEW
F4 4'-0"x4'-0"x1'-0" 4-#5 BEW
F3 3'-0"x3'-0"x1'-0" 4-#4 BEW
F3x6 3'-0"x6'-0"x1'-0" 7-#6 SB
4-#6 LB
F4x8 4'-0"x8'-0"x1'-0" 8-#6 SB
5-#6 LB
F4x8
(8'-6")
UNDERPIN AS REQUIRED
CP3
CP3
CP1 
3 16 " = 1'-0" 
S.100 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
GARAGE / FOUNDATION
PLAN 
CG

(E) BLDG 
WB-2 
A B C D E F G
1
2
3
4
5 
WB-1
WB-4
WB-3
WB-6 
P5 UP 
P4 UP
P5 UP
P4 UP
S-1 
P4 UP 
P5 UP
P5 UP
P4 UP
P5 UP
S-1
S-1
S-1 
S-1
S-1 
C.5 C.6 
1.5 
2.5
2.7 
B.4 E.8 
3.4
3.7 
F.5 
4.4 
4.6 
4.8 
NOTES: 
1. FOR GENERAL NOTES SEE S.001.
2. FOR TYPICAL DETAILS SEE S.002, S.003, S.004, & S.005.
3. INDICATES BEARING WALL BELOW.
4. INDICATES BEARING WALL STARTS ON BEAM.
5. INDICATES FLUSH FRAMED CONDITION
REQUIRING JOIST HANGER SEE SCHEDULE ON S.001.
6. INDICATES SPAN OF 2" - 18 GAGE GALVANIZED STEEL
DECK w/ 3 1 4 " LIGHT WEIGHT CONCRETE TOPPING SLAB -
REINFORCE w/ 6x6-W2.9xW2.9 WWF (5 1 4 " TOTAL THICKNESS). 
7. ALL DIMENSIONS SHOWN ARE FOR INFORMATIONAL
PURPOSES ONLY. SEE ARCHITECT DRAWINGS FOR
VERIFICATION OF DIMENSIONS.
8. WB-1 ETC INDICATES BRACING ELEVATION. SEE S.202
FOR ELEVATION & DETAILS.
9. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S.201.
10. TOP OF STEEL EL SEE PLAN.
11. TOP OF SLAB EL SEE PLAN. 
12. INDICATES MOMENT CONNECTION SEE S.004. 
13. INDICATES SPAN OF 3 4 " T&G PLYWOOD GLUED &
NAILED TO JOISTS & BEAMS. 
S-1 
WALL NOTES: 
1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) or 2-2x4 (W2)
U.N.O. w/ W1A or W2A. SEE BEARING WALL TYPE SCHEDULE
AT DETAIL 7 ON S.005 FOR STUD SPACING. (SEE ARCH DRAWINGS).
2. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
w/ 1 2 " FRT SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@4" OC @ PANEL EDGES & 12" OC @INTERMEDIATE
SUPPORTS. 
3. INDICATES 2x4 (W1) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED
TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@ 4" OC @ PANEL EDGES & 12" OC @ INTERMEDIATE
SUPPORTS. 
4. INDICATES 2x6 (W1 or W1A) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @ 4" OC
@ PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
5. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF EACH WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @ PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
6. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF ONE 2x4 WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
SW-1
SW-2
SW-1A
SW-2A 
CONTRACTOR-COORDINATE
LOCATION OF JOISTS
w/ RECESSED LIGHTING
LOCATIONS AND ALL
PLUMBING/MECHANICAL-SEE
ARCH DRAWINGS 
<63k>
<71k> 
W24x146 
<35k> 
W18x46 
<49k>
<37k> W18x35 (22) 
<26k>
<41k> W18x46 
<22k>
<21k> W16x26 (16) 
<116k>
<70k> 
W24x94 (40) 
<52k> 
W24x103
W14x22 (14) 
W8x10 
(2) 
<25k>
<25k> W14x26 (20) 
<27k>
<67k> W21x44 (10) 
<12k>
<18k> 
W18x35 (26) 
<12k>
<20k> 
W18x35 (26) 
<19k>
<116k> 
W24x62 (36) 
W8x10 (6) W8x10 (6) W8x10 (6) W8x10 (6) W8x10 (6) W8x10 (6) 
<25k>
<35k> W18x40 
<29k>
<29k> W18x35 (24) 
<38k> 
W18x50 
<38k>
<30k>
<7k>
<7k> 
W10x12 
<14k>
<10k> 
W14x22 
<7k> 
W10x12 (18) 
<45k>
<45k> 
W18x86 
<17k>
<13k> 
W10x22 (20) 
<7k>
<7k> 
W10x12 (16) 
<11k>
<11k> 
W12x19 (22) 
<20k>
<8k> 
W12x14 (6) 
<11k>
<11k> 
W12x14 (6) 
<11k>
<11k> 
W14x22 (8) 
<11k>
<39k> 
W18x50 (42) 
W8x10 (4) 
<10k>
<10k> 
(22) 
<15K> 
W18x50
W8x10 (6) 
<7k> W14x22 (8) 
W14x22
W14x22 (18) 
<120k>
<29k> 
W18x119 
<29k>
<25k> W16x26 (22) 
<54k> 
W24x94 (26) 
<51k>
<13k>
<13k> 
W21x44 (14) 
<9K> W18x65
W14x22 (14) 
1
S.302
1
S.302
1
S.302
1
S.302 
WB-5
SW-2 (UP) 
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12 
A.3 E.9 C.1 C.9 B.9 B.1 C.4 D.1 
<30k> <38k> W16x26 
<7k> 
(14) 
<7k> 
W10x12 (18) 
W18x46 (54) 
2.3 
W16x26 (14) W16x26 (18) 
<30k> <38k> 
W16x26 (20) 
<24k>
<17k>
<7k> 
W8x10 (12) 
<8k>
<16k>
<12k> 
W12x14 (18) 
<9k>
<11k> 
(48) 
3.8 
<41k>
<67k> W18x55 (32)
(36) 
A.9 
W14x26 W12x14 
W8x10
W8x10
W8x10
W8x10 
W12x14 
W10x12
W18x86 
<10k> 
W8x10 
W24x103
W10x12 
<69k> (32) W24x146 
<101k> 
3
S.301
5
S.301
4
S.301
4
S.301
5 1 4 " SLAB ON GRADE
REINF w/ 6x6-W1.4xW1.4 WWF
TOC EL 22'-11" SEE ARCH
5 1 4 " SLAB ON GRADE
REINF w/ 6x6-W1.4xW1.4 WWF
TOC EL 22'-11" SEE ARCH 
2x10@16" OC 
S
S 
SW-1 
5
S.302
4
S.302 
SW-1 
P4 UP
P4 UP
P4 UP 
WB-5 
7
S.302
1 1 2 " MIN EXP JOINT
TOC EL X'-X"
TOS EL X'-X"
TOC EL 22'-11"
TOS EL 22'-5 3 4 "
9
S.005
9
S.005
7
S.302
11
S.303 
<60k>
<28k>
<50k> 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
FIRST FLOOR
FRAMING PLAN 
3 16 " = 1'-0" 
S.101 CG

A B C D E F G
1
2
3
4
5 
(E) BLDG 
S
S
S
S 
S 
S 
S 
S
S 
S 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2x10@16" OC 
P5 UP
& DN 
P4 UP
& DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P5 UP
& DN
P4 UP
& DN 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL 
P4 UP
& DN
3 1 2 x9 1 2 LVL 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P5 UP
& DN
P5 UP
& DN
P4 UP
& DN
P5 UP
& DN
NOTES:
1. FOR GENERAL NOTES SEE S.001.
2. FOR TYPICAL DETAILS SEE S.002, S.003, S.004, & S.005.
3. INDICATES BEARING WALL BELOW.
4. INDICATES BEARING WALL STARTS ON BEAM.
5. INDICATES FLUSH FRAMED CONDITION
REQUIRING JOIST HANGER SEE SCHEDULE ON S.001.
6. ALL INTERIOR WALLS SHOWN ARE 2x4@16" OC
OR 2x6@16" OC (SEE ARCH DWGS)
7. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
(UNLESS NOTED ON PLAN) w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10D GALV. COMMON NAILS SPACED
AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS.
8. INDICATES SPAN OF 3 4 " T&G PLYWOOD GLUED &
NAILED TO JOISTS & BEAMS. 
9. INDICATES SPAN OF 5 8 " EXTERIOR GRADE PLYWOOD. 
10. INDICATES 2x6@16" OC w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS
NAILED TO STUDS w/ 10D GALV. COMMON NAILS
SPACED AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS. 
CONTRACTOR-COORDINATE
LOCATION OF JOISTS
w/ RECESSED LIGHTING
LOCATIONS AND ALL
PLUMBING/MECHANICAL-SEE
ARCH DRAWINGS
R
S 
SW-1 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2
S.303
3
S.303
3
S.303
2
S.303
3
S.303
3-2x8 3-2x8
3-2x8
3-2x8
3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8
3-2x8
2-2x10
2-2x10
2-2x10
2-2x10 
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 2x10@16" OC
3-2x10
3-2x10
2x10@16" OC
3-2x8
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
11
S.303
12
S.303
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
MARK TYPE 
POST
SCHEDULE 
P1 2-2x4
P2 3-2x4
P3 2-2x6
P4 3-2x6
P5 3 1 2 x3 1 2 LVL
P6 3 1 2 x5 1 4 LVL
P7 5 1 4 x5 1 4 LVL
15
S.303 
SW-1 
15
S.303 
SW-2 
9 1 2 AJS 150'S
@16" OC 
SW-1 
P4 UP
& DN
P4 UP
& DN
P4 UP
& DN 
WALL NOTES: 
1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) or 2-2x4 (W2)
U.N.O. w/ W1A or W2A. SEE BEARING WALL TYPE SCHEDULE
AT DETAIL 7 ON S.005 FOR STUD SPACING. (SEE ARCH DRAWINGS).
2. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
w/ 1 2 " FRT SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@4" OC @ PANEL EDGES & 12" OC @INTERMEDIATE
SUPPORTS. 
3. INDICATES 2x4 (W1) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED
TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@ 4" OC @ PANEL EDGES & 12" OC @ INTERMEDIATE
SUPPORTS. 
4. INDICATES 2x6 (W1 or W1A) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @ 4" OC
@ PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
5. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF EACH WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @ PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
6. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF ONE 2x4 WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
SW-1
SW-2
SW-1A
SW-2A 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
SECOND FLOOR
FRAMING PLAN 
3 16 " = 1'-0" 
S.102 CG

A B C D E F G
1
2
3
4
5 
(E) BLDG 
S
S
S
S 
S 
S 
S 
S
S 
S 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2x10@16" OC 
P2 UP
P5 DN 
P3 UP
P4 DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P2 UP
P5 DN
P3 UP
P4 DN 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL 
P3 UP
P4 DN
3 1 2 x9 1 2 LVL 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P2 UP
P5 DN
P2 UP
P5 DN
P3 UP
P4 DN
P2 UP
P5 DN
NOTES:
1. FOR GENERAL NOTES SEE S.001.
2. FOR TYPICAL DETAILS SEE S.002, S.003, S.004, & S.005.
3. INDICATES BEARING WALL BELOW.
4. INDICATES BEARING WALL STARTS ON BEAM.
5. INDICATES FLUSH FRAMED CONDITION
REQUIRING JOIST HANGER SEE SCHEDULE ON S.001.
6. ALL INTERIOR WALLS SHOWN ARE 2x4@16" OC
OR 2x6@16" OC (SEE ARCH DWGS)
7. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
(UNLESS NOTED ON PLAN) w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10D GALV. COMMON NAILS SPACED
AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS.
8. INDICATES SPAN OF 3 4 " T&G PLYWOOD GLUED &
NAILED TO JOISTS & BEAMS. 
9. INDICATES SPAN OF 5 8 " EXTERIOR GRADE PLYWOOD. 
10. INDICATES 2x6@16" OC w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS
NAILED TO STUDS w/ 10D GALV. COMMON NAILS
SPACED AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS. 
CONTRACTOR-COORDINATE
LOCATION OF JOISTS
w/ RECESSED LIGHTING
LOCATIONS AND ALL
PLUMBING/MECHANICAL-SEE
ARCH DRAWINGS
R
S 
SW-1 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
3-2x8 3-2x8
3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3
S.303
3
S.303 
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8
3-2x8
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
3-2x8
2-2x10
2-2x10
2-2x10
2-2x10
2x10@16" OC
3-2x10
3-2x10
2x10@16" OC
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
3-2x8
3-2x8
2
S.303
11
S.303
12
S.303
3
S.303
2
S.303
MARK TYPE 
POST
SCHEDULE 
P1 2-2x4
P2 3-2x4
P3 2-2x6
P4 3-2x6
P5 3 1 2 x3 1 2 LVL
P6 3 1 2 x5 1 4 LVL
P7 5 1 4 x5 1 4 LVL
15
S.303 
SW-1 
15
S.303 
SW-2 
9 1 2 AJS 150'S
@16" OC 
SW-1 
P4 UP
& DN
P4 UP
& DN
P4 UP
& DN 
WALL NOTES: 
1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) or 2-2x4 (W2)
U.N.O. w/ W1A or W2A. SEE BEARING WALL TYPE SCHEDULE
AT DETAIL 7 ON S.005 FOR STUD SPACING. (SEE ARCH DRAWINGS).
2. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
w/ 1 2 " FRT SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@4" OC @ PANEL EDGES & 12" OC @INTERMEDIATE
SUPPORTS. 
3. INDICATES 2x4 (W1) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED
TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@ 4" OC @ PANEL EDGES & 12" OC @ INTERMEDIATE
SUPPORTS. 
4. INDICATES 2x6 (W1 or W1A) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @ 4" OC
@ PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
5. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF EACH WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @ PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
6. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF ONE 2x4 WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
SW-1
SW-2
SW-1A
SW-2A 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
THIRD FLOOR
FRAMING PLAN 
3 16 " = 1'-0" 
S.103 CG

A B C D E F G
1
2
3
4
5 
(E) BLDG 
S
S
S
S 
S 
S 
S 
S
S 
S 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2x10@16" OC 
P1 UP
P2 DN 
P3 UP
& DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P1 UP
P2 DN
P3 UP
& DN 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL 
P3 UP
& DN
3 1 2 x9 1 2 LVL 
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
P1 UP
P2 DN
P1 UP
P2 DN
P3 UP
& DN
P1 UP
P2 DN
NOTES:
1. FOR GENERAL NOTES SEE S.001.
2. FOR TYPICAL DETAILS SEE S.002, S.003, S.004, & S.005.
3. INDICATES BEARING WALL BELOW.
4. INDICATES BEARING WALL STARTS ON BEAM.
5. INDICATES FLUSH FRAMED CONDITION
REQUIRING JOIST HANGER SEE SCHEDULE ON S.001.
6. ALL INTERIOR WALLS SHOWN ARE 2x4@16" OC
OR 2x6@16" OC (SEE ARCH DWGS)
7. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
(UNLESS NOTED ON PLAN) w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10D GALV. COMMON NAILS SPACED
AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS.
8. INDICATES SPAN OF 3 4 " T&G PLYWOOD GLUED &
NAILED TO JOISTS & BEAMS. 
9. INDICATES SPAN OF 5 8 " EXTERIOR GRADE PLYWOOD. 
10. INDICATES 2x6@16" OC w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS
NAILED TO STUDS w/ 10D GALV. COMMON NAILS
SPACED AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS. 
CONTRACTOR-COORDINATE
LOCATION OF JOISTS
w/ RECESSED LIGHTING
LOCATIONS AND ALL
PLUMBING/MECHANICAL-SEE
ARCH DRAWINGS
R
S 
SW-1 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
3-2x8 3-2x8
3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3
S.303
3
S.303 
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8
3-2x8
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
3-2x8
2-2x10
2-2x10
2x10@16" OC
3-2x10
3-2x10
2x10@16" OC
2-2x10
2-2x10
3-2x8
3-2x8
2
S.303
11
S.303
12
S.303
3
S.303
2
S.303
3-2x8
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
2-2x10
2
S.303
MARK TYPE 
POST
SCHEDULE 
P1 2-2x4
P2 3-2x4
P3 2-2x6
P4 3-2x6
P5 3 1 2 x3 1 2 LVL
P6 3 1 2 x5 1 4 LVL
P7 5 1 4 x5 1 4 LVL
15
S.303 
SW-1 
15
S.303 
SW-2 
9 1 2 AJS 150'S
@16" OC 
SW-1 
P4 UP
& DN
P4 UP
& DN
P4 UP
& DN 
WALL NOTES: 
1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) or 2-2x4 (W2)
U.N.O. w/ W1A or W2A. SEE BEARING WALL TYPE SCHEDULE
AT DETAIL 7 ON S.005 FOR STUD SPACING. (SEE ARCH DRAWINGS).
2. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
w/ 1 2 " FRT SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@4" OC @ PANEL EDGES & 12" OC @INTERMEDIATE
SUPPORTS. 
3. INDICATES 2x4 (W1) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED
TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@ 4" OC @ PANEL EDGES & 12" OC @ INTERMEDIATE
SUPPORTS. 
4. INDICATES 2x6 (W1 or W1A) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @ 4" OC
@ PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
5. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF EACH WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @ PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
6. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF ONE 2x4 WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
SW-1
SW-2
SW-1A
SW-2A 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
FOURTH FLOOR
FRAMING PLAN 
3 16 " = 1'-0" 
S.104 CG

A B C D E F G
1
2
3
4
5 
(E) BLDG 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
2x10@16" OC
R
R
R
R
R
R
R
R
R 
P1 DN 
P3 DN 
P1 DN 
P3 DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL 
P1 DN
P3 DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL 
P3 DN
3 1 2 x9 1 2 LVL 
P1 DN 
P1 DN
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
NOTES:
1. FOR GENERAL NOTES SEE S.001.
2. FOR TYPICAL DETAILS SEE S.002, S.003, S.004, & S.005.
3. INDICATES BEARING WALL BELOW.
4. INDICATES BEARING WALL STARTS ON BEAM.
5. INDICATES FLUSH FRAMED CONDITION
REQUIRING JOIST HANGER SEE SCHEDULE ON S.001.
6. ALL INTERIOR WALLS SHOWN ARE 2x4@16" OC
OR 2x6@16" OC (SEE ARCH DWGS)
7. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
(UNLESS NOTED ON PLAN) w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10D GALV. COMMON NAILS SPACED
AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS.
8. INDICATES SPAN OF 3 4 " T&G PLYWOOD GLUED &
NAILED TO JOISTS & BEAMS. 
9. INDICATES SPAN OF 5 8 " EXTERIOR GRADE PLYWOOD. 
10. INDICATES 2x6@16" OC w/ 1 2 " PLYWOOD
SHEATHING ON ONE SIDE, PLYWOOD IS
NAILED TO STUDS w/ 10D GALV. COMMON NAILS
SPACED AT 4" OC AT PANEL EDGES AND 12" OC AT
INTERMEDIATE SUPPORTS. 
CONTRACTOR-COORDINATE
LOCATION OF JOISTS
w/ RECESSED LIGHTING
LOCATIONS AND ALL
PLUMBING/MECHANICAL-SEE
ARCH DRAWINGS
R
S 
SW-1 
MARK TYPE 
POST
SCHEDULE 
P1 2-2x4
P2 3-2x4 
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC
9 1 2 AJS 150'S @16" OC 
9 1 2 AJS 150'S @16" OC 
3-2x8 3-2x8
3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8 3-2x8
10
S.303
10
S.303 
SW-2 
3-2x8 3-2x8
3-2x8 3-2x8
3-2x8
3-2x8
3 1 2 x9 1 2 LVL
3 1 2 x9 1 2 LVL
3-2x8
2-2x10
2-2x10
2x10@16" OC
3-2x10
3-2x10
2x10@16" OC
2-2x10
2-2x10
3-2x6
3-2x8
9
S.303
11
S.303
12
S.303
10
S.303
9
S.303
2-2x10
2-2x10
2-2x10
2-2x10
3-2x8
R
3-2x8
R
W8x18 
P3 2-2x6
P4 3-2x6
P5 3 1 2 x3 1 2 LVL
P6 3 1 2 x5 1 4 LVL
P7 5 1 4 x5 1 4 LVL
16
S.303 
SW-1 
16
S.303
10
S.005
9 1 2 AJS 150'S
@16" OC 
SW-1 
P4 DN
P4 DN
P4 DN 
WALL NOTES: 
1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) or 2-2x4 (W2)
U.N.O. w/ W1A or W2A. SEE BEARING WALL TYPE SCHEDULE
AT DETAIL 7 ON S.005 FOR STUD SPACING. (SEE ARCH DRAWINGS).
2. ALL EXTERIOR WALLS SHOWN ARE 2x6@16" OC
w/ 1 2 " FRT SHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@4" OC @ PANEL EDGES & 12" OC @INTERMEDIATE
SUPPORTS. 
3. INDICATES 2x4 (W1) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED
TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED
@ 4" OC @ PANEL EDGES & 12" OC @ INTERMEDIATE
SUPPORTS. 
4. INDICATES 2x6 (W1 or W1A) w/ 1 2 " PLYWOOD SHEATHING
ON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED TO
STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @ 4" OC
@ PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
5. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF EACH WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @ PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
6. INDICATES TWO 2x4 (W2 or W2A) w/ 1 2 "
PLYWOOD SHEATHING ON ONE SIDE OF ONE 2x4 WALL,
SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10d
GALVANIZED COMMON NAILS SPACED @ 4" OC @PANEL
EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 
SW-1
SW-2
SW-1A
SW-2A 
11
S.005 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
ROOF FRAMING PLAN 
3 16 " = 1'-0" 
S.105 CG

MARK 
MARK
TYPE
SIZE 
TxWxL 
C O L U M N S C H E D U L E MARK 
LEVEL
LEVEL 
MARK
TYPE
SIZE 
TxWxL 
BASEPLATES
Fy=36 (UNO) 
A.3
3.7
A.3
4.8 
LEVEL
FIRST FLOOR
BASEPLATES
Fy=36 (UNO)
LEVEL
FIRST FLOOR
GARAGE /
FOUNDATION 
B.4
3
B.4
2.7 
GARAGE /
FOUNDATION
A.3
3.7
A.3
4.8
B.4
3
B.4
2.7
B.9
4.8
B.9
4.8
C.4
1.5
C.4
1.5
C.6
3
C.6
2.7
C.6
3
C.6
2.7
D.1
1.5
C.9
4.6
D.1
1.5
C.9
4.6
E.9
3.4
E.9
4.4
E.9
3.4
E.9
4.4
F.5
2.5
HSS 6x6x 1 2 
HSS 6x6x 1 2 
HSS 6x6x 3 8 
HSS 5x5x 1 4 
HSS 5x5x 3 8 
HSS 5x5x 1 4 
HSS 6x6x 3 8 
HSS 5x5x 1 4 
HSS 5x5x 3 8 
HSS 8x8x 1 2 
HSS 6x6x 5 16 
HSS 6x6x 3 8 
HSS 6x6x 3 8 
F.5
2.5
A.9
4.8
A.9
4.8
B.1
3
B.1
3 
B.9
3.8
B.9
3.8 
E
2.3
E
2.3 
E.9
3
E.9
3 
HSS 6x6x 5 16 
HSS 6x6x 5 16 
HSS 5x5x 3 8 
HSS 5x5x 5 16 
HSS 5x5x 5 16 
A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 1x15x15
1x15x15
1x15x15
1x15x15
1x15x15
1x15x15
1x15x15
1x15x15 
3 4 x14x14 
3 4 x14x14 
3 4 x14x14 
3 4 x14x14 
3 4 x14x14
A A A A A A
1x14x14
1x14x14
2x17x17
C C 3 4 x7x14
1x8x16
4- 3 4 "Ø A307 AB AT TYPE "A"
4-1"Ø F1554 GRADE 55
AB w/ 2x2x 1 4 WELDED PLATE
WASHERS AT TYPE "A1"
4- 3 4 "Ø A307 AB AT TYPE "B"
4-1"Ø F1554 GRADE 55
AB w/ 2x2x 1 4 WELDED PLATE
WASHERS AT TYPE "B1"
4- 3 4 "Ø A307 AB AT TYPE "C"
4-1"Ø F1554 GRADE 55 AB
w/ 2x2x 1 4 WELDED PLATE
WASHERS AT TYPE "C1" 
BASE PLATE TYPE "A" & "A1" 
GRID 
W
L 
5 16 
TYP 
GUSSET PLATE
AS REQUIRED
SEE PLAN FOR
LOCATION 
BASE PLATE TYPE "B" & "B1" 
GRID 
GRID 
W 4"
W 4"
L
L 
5 16 
TYP 
GUSSET PLATE
AS REQUIRED
SEE PLAN FOR
LOCATION 
1 1 2 " TYP FOR B
2" TYP FOR B1 
BASE PLATE TYPE "C" & "C1" 
GRID 
GRID 
L
1 1 2 " TYP FOR C
2" TYP FOR C1 
GUSSET PLATE AS
REQUIRED SEE PLAN
FOR LOCATION
W 
GRID 
1 1 2 " TYP FOR A
2" TYP FOR A1 
5 16 
TYP 
GRID 
BASE PLATE ELEVATION 
(TYPE A, B, & C) 
1'-0"
ANCHOR
BOLTS
T
3" 3"
BASE PLATE
HSS COLUMN
TOP OF FOOTING, PIER,
OR WALL SEE PLANS
1" TOTAL 
1 4 " LEVELING
PLATE 
3 4 " GROUT 
GRID 
BASE PLATE ELEVATION 
(TYPE A1, B1, & C1) 
1'-9"
ANCHOR
BOLTS
T
BASE PLATE
TOP OF FOOTING, PIER,
OR WALL SEE PLANS
1" TOTAL 
1 4 " LEVELING
PLATE 
3 4 " GROUT 
HSS COLUMN 
PLATE 1 2 "x2 1 2 "x2 1 2 "
TACK WELDED TO
BOLT HEAD 
STIFFENER & GUSSET
PLATES AS REQUIRED
AT BEARING MEMBER
TYP
2"x2" PLATE WASHER 
NTS 
S.201 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
COLUMN SCHEDULE
& DETAILS 
CG

WP
TOP OF CONC 
HSS DIAGONAL
SLOTTED AT ENDS 
OR 
BASE PLATE AND ANCHOR
BOLTS SEE BASE PLATE
DETAILS ON S.201 
℄ COL
GUSSET PL (T = 1 2 ")
CENTERED ON COL 
MIN 
℄ BEAM
HSS DIAGONAL
SLOTTED AT
ENDS
W BEAM, SEE
PLAN FOR SIZE 
5 16 " VERT STIFF PLATE
ES AT WIDE FLANGE
TYP
WP
GUSSET PLATE
(T = 1 2 ") MIN 
1 2 3 
BRACING NOTES:
1. FOR GENERAL NOTES & TYPICAL DETAILS SEE S.001, S.002, S.003, S.004, & S.005.
2. FOR COLUMN SIZES SEE S.201.
3. FOR BASE PLATE TYPES SEE DETAILS ON S.201.
4. FOR BRACE ELEVATIONS SEE THIS SHEET.
5. CONNECTIONS SHALL BE DESIGNED FOR THE AXIAL FORCES
SHOWN (NO INCREASE FOR SHORT TERM LOADS IS PERMITTED.)
6. (±20k) ETC INDICATES AXIAL FORCE IN BRACING MEMBERS IN
KIPS. (+) = TENSION ; (-) = COMPRESSION.
7. BOLTS USED IN BRACING CONNECTIONS SHALL BE SLIP CRITICAL
TYPE HIGH STRENGTH BOLTS.
8. CONTRACTOR TO COORDINATE GUSSET PLATE CONFIGURATIONS
WITH OPENINGS.
9. H EQUALS AXIAL FORCE IN MEMBER FOR CONNECTION DESIGN. 
℄ COL
HSS DIAGONAL
SLOTTED AT ENDS
TYP WP
HSS COLUMN,
SEE PLAN FOR
SIZE
(OR )
GUSSET PLATE
(T = 1 2 ") MIN 
HSS COLUMN, SEE
PLAN FOR SIZE
W BEAM, SEE
PLAN FOR SIZE 3 SIDES 
℄ BEAM
VERT STIFF PLATE
ES ( 5 16 " MIN)
WP
GUSSET PLATE
(T = 1 2 ") MIN 
4 
3.7 4.8 
GARAGE /
FOUNDATION
FIRST FLOOR 
WB-1 
LINE A.3 
A.3 B.9 
GARAGE /
FOUNDATION
FIRST FLOOR 
WB-2 
LINE 4.8 
2.7 3 
GARAGE /
FOUNDATION
FIRST FLOOR 
WB-3 
LINE B.4 
2.7 3 
GARAGE /
FOUNDATION
FIRST FLOOR 
WB-4 
LINE C.6 
3.4 4.4 
GARAGE /
FOUNDATION
FIRST FLOOR 
WB-6 
LINE E.9 
B.4 C.6 
GARAGE /
FOUNDATION
FIRST FLOOR 
WB-5 
LINES 2.7 & 3 
W14x26 (22) W18x65 (32) W14x22 
A.9 
HSS 6x6x 3 8 
<±150k>
HSS 6x6x 3
8 
<±150k>
HSS 6x6x 3
8 
<±150k>
HSS 6x6x 
3 8 <±150k>
HSS 5x5x 1
2 
<±100k>
HSS 5x5x 1 2 
<±100k>
HSS 5x5x 
1
2 
<±100k>
HSS 5x5x 
1
2 
<±100k>
HSS 6x6x 3
8 
<±150k>
HSS 6x6x 3 8 
<±150k> 
W14x22
W18x46 @3
W18x40 @2.7 W14x26 
NTS 
S.202 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
BRACING ELEVATIONS
& DETAILS 
CG

1'-0" 
1 SCALE: 1" = 1'-0" 
SCALE: 1" = 1'-0"
1'-0"
2'-6" 
DOWELS TO
MATCH
#4@12" EW EF
FIN GRADE 
2-#5@12" BOTT
CONT
4'-0" MIN
3'-0" 
2 SCALE: 1" = 1'-0" 
GRID 
FIN GRADE
EL VARIES 
WALL BEYOND 
PILASTER
SEE PLAN FOR FTG
SIZE & REINF
3" CLR
HSS COLUMN, SEE COL
SCHED ON S.201 FOR
COL & BASE PLATE SIZE 
4'-0" MIN
ASPHALT PAVING,
SEE ARCH 
DRILL & GROUT
#4@ 15"OC W/
8" EMBED
DOWELS TO MATCH
#5@15" EW EF
3'-0" 
1'-0"
4-#5 BOTT
CONT
1'-0" 
STEEL BEAM, SEE
PLAN FOR SIZE 
10" 5 1 4 "
EMBED PL
SEE DETAIL
X ON XX
(E) CONC WALL
DRILL & GROUT #4 DOWELS
AT MID-HT OF (E) WALL
@ 18"OC W/ #6 EMBED 
3 SCALE: 1" = 1'-0" 
DRILL & GROUT #4 DOWELS
AT MID-HT OF (E) WALL
@ 18"OC W/ #6 EMBED 
6" 
2'-0" 
1'-0" 
WWF 
5 1 4 " 
1'-0"
2-#5 BOTT
CONT 
6'-0"
#4@15" EW EF
SEE ARCH DWG FOR
TOP OF WALL 
4 SCALE: 1" = 1'-0" 
2'-0" 
5 1 4 " 
1'-0"
2-#5 BOTT
CONT 
5 1 4 " 
#4@15" EW EF
6'-0"
1'-8"
SEE ARCH
DWGS 
5 SCALE: 1" = 1'-0" 
BOT OF FTG
EL SEE PLAN
3" CLEAR SEE PLAN FOR FOOTING
SIZE & REINF.
GRID
CONCRETE PIER,
SEE DETAILS ON
THIS SHEET FOR
REINF. 
HSS COLUMN, SEE PLAN
FOR COLUMN & BASE
PLATE SIZES 
2'-0" MIN 
6 SCALE: 1" = 1'-0"
1'-0" 
BEND IN FIELD
VAPOR BARRIER
RIGID INSULATION
ALTERNATE HOOK 
#4@15"
DOWELS 
AS NOTED 
S.301 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
SECTIONS 
CG

1 SCALE: 1" = 1'-0" 
BOT OF FTG
EL SEE PLAN
3" CLEAR SEE PLAN FOR FOOTING
SIZE & REINF.
GRID
CONCRETE PIER,
SEE DETAILS ON
THIS SHEET FOR
REINF. 
HSS COLUMN, SEE PLAN
FOR COLUMN & BASE
PLATE SIZES 
5'-0"
CIP COLUMN
ENCASEMENT
w/ CHAMFERED
CORNERS
REINFORCE w/ 4x4-
W1.4xW1.4 WWF FOR
ENCASED COLUMNS
SEE ARCH 
4'-0" MIN
3" 
ASPHALT PAVEMENT
EL VARIES - SEE ARCH
DRAWINGS 
3'-0" MIN 
1'-0"
1'-0"
CHAMFER 1"x1" 
@HSS 6x6 
8" 
1'-3" 
BENTONITE
WATERSTOP
TYP
METALLIC
WATERPROOFING 
8"
1'-0" 
DOWELS TO
MATCH CMU
VERT REINF
8" CMU w/#5@24"V &
#9 GAGE WIRE
LADDER @16" OC H 
#6@9"
T&B EW 
2 5'-0"
#4@12"
EW EF 
SCALE: 1" = 1'-0" 
1'-0" 4" 
ASPHALT PAVEMENT
EL VARIES - SEE ARCH
DRAWINGS 
3 
2'-0"
1'-0"
BOT OF FTG
EL SEE PLAN
#4@12" EW EF
1'-0"
2-#5 CONT
4'-0" MIN
TOC EL X'-X" 
WWF 
5" 3" MIN. #4@12" 
GRID 
PAVEMENT / GRADE EL
VARIES SEE ARCH DWGS 
GLASS ENTRY
SEE ARCH DWGS 
WWF
1'-0"
2'-0"
5" 
#4@12"
DOWELS 
4 
TOC EL - SEE PLAN 
ASPHALT PAVEMENT
EL VARIES - SEE ARCH
DRAWINGS
BOT OF FTG
EL SEE PLAN 
3-#5 CONT 
#4@12" V
#5@12" V
#4@12" HEF
4'-0" MIN
1'-0" 
COMPRESSIBLE
FILLER 
8" CMU w/ 5@24" V
& #9 GAGE WIRE
LADDER @16" OC H 
5 
CP1 
GRID 
GRID
8-#6 V 
CP2 
GRID 
GRID
12-#6 V 
CP3 CP4 
10"
10" 
1'-0" #4 TIES @8" OC
#4 TIES @8" OC 
GRID 
GRID
8-#6 V
SEE ARCH
#4 TIES @8" OC 
GRID 
GRID
SEE ARCH 
1'-0" 1'-0"
1'-0" 1'-0"
2'-0"
2'-0"
10"
10" 
EQUAL 
1'-8"
1'-8" 
SEE ARCH
1'-8" 
1'-0"
SEE
ARCH 
1'-0"
SEE
ARCH SEE ARCH 
3'-0" 
4'-0" 
1'-8"
2'-0" @CP2
2-#4 CONT
2-#4 CONT 
PAVING BY OTHERS
SCALE: 1" = 1'-0" 
TYPICAL GRADE BEAM 
NOTE A:
PROVIDE DOWELS IN
FOUNDATION WALL &
PIER TO MATCH
3-#6 B (NOTE A)
3-#6 T (NOTE A) 
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
EQUAL 
1'-0" 1'-0"
1'-0" 1'-0"
12-#6 V
#4 TIES @8" OC 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
SECTIONS 
AS NOTED 
S.301A CG

3-#4@12 B WWF 
2x STUD w/ 1 2 "
PLYWOOD
@SHEAR WALLS
SEE PLAN
2-2x6 PT SILLS
w/ 3 4 "Ø EXP BOLTS
@24" OC w/ 3 1 4 "
EMBED 
2 SCALE: 1" = 1'-0" 3 4 
2x6@16" OC w/ 1 2 " LP FLAMEBLOCK
PLYWOOD OR 5 8 " FRT PLYWOOD
W BEAM, SEE PLAN FOR SIZE
#5 CONT 
4-12 
GRID 
1 
#4 @12T (2 ADDITIONAL
#4 @EACH POST OR CORNER)
5 1 4 " 
WWF 
2-2x6 PT SILLS w/ 3 4 "Ø
EXPANSION BOLTS
@24" OC w/ 3 1 4 " EMBEDMENT 
W BEAM, SEE
PLAN FOR SIZE 
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
5 1 4 "
TOC EL -
SEE PLAN 
5 
TOC EL -
SEE PLAN
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 
8"
SEE ARCH
DWGS
(1" MAX) 
5 1 4 " 
3-#4@12 B
W BEAM, SEE
PLAN FOR SIZE
2-2x4 PT SILLS
w/ 2- 3 4 "Ø EXP
BOLTS @16" OC
w/ 3 1 4 " EMBED 
2-2x4@16" OC w/ 1 2 "
PLYWOOD @SHEAR
WALLS - SEE PLAN 
WWF #4@12 B x6'-0" LG
W BEAM, SEE
PLAN FOR SIZE
5 1 4 " 
2-2x4 PT SILLS
w/ 2- 3 4 "Ø EXP
BOLTS @16" OC
w/ 3 1 4 " EMBED 
2-2x4@16" OC w/ 1 2 "
PLYWOOD @SHEAR
WALLS - SEE PLAN 
2-2x4 PT SILLS
w/ 3 4 "Ø EXP BOLTS
@16" OC w/ 3 1 4 "
EMBED 
WWF 
#4@12 B x4'-0" LG
W BEAM, SEE
PLAN FOR SIZE 
2x STUD w/ 1 2 "
PLYWOOD
@SHEAR WALLS
SEE PLAN 
5 1 4 " 
E.9 F 
6 SCALE: 1" = 1'-0" 
GRID 
TOP OF PAVING
EL 14'-6"
10"
(E) BUILDING 
CUT & REMOVE PORTION
OF (E) FOOTING 
SEE ARCH
2x6@16" OC
w/ 1 2 " PLYWOOD
2-#5 CONT 
3 8 " PLATE CONT
W BEAM, SEE
PLAN FOR SIZE
6-12
2-2x6 PT SILLS w/ 5 8 "Ø
EXPANSION BOLTS
@32" OC
6-12 
1 4 " BENT PLATE 
7 SCALE: 1" = 1'-0" 
GRID 
SEE ARCH 
CONT POUR STOP 
GRID
1'-8"
1'-8"
6"
SEE CP1 FOR
REINFORCING
DRILL & GROUT SHORT
BARS INTO (E) w/ 6"
EMBEDMENT 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
SECTIONS 
AS NOTED 
S.302 CG

2x6@16" OC
w/ 1 2 " PLYWOOD
(TYP)
2x6@16" OC
w/ 1 2 " PLYWOOD
JOIST
BLOCKING
2x @16" OC 
3 4 " T&G PLYWOOD 
3 4 " T&G PLYWOOD 3 4 " T&G PLYWOOD 
3 4 " T&G PLYWOOD 
3 4 " T&G PLYWOOD 
3 4 " T&G PLYWOOD
FINISH
LVL BEAM JOIST JOISTS
FINISH
BC RIM
BOARD
BC RIM
BOARD
JOISTS
FINISH FINISH
JOISTS
FINISH
JOIST HANGER
JOIST LVL
FINISH
LVL JOISTS JOISTS
JOIST HANGER
LVL 
3 4 " PLYWOOD
FINISH
2x6@16" OC w/ 1 2 "
PLYWOOD 
3 4 " T&G
PLYWOOD FINISH
JOIST HANGER
JOIST
LVL 
1 SCALE: 1" = 1'-0" 2 SCALE: 1" = 1'-0" 3 SCALE: 1" = 1'-0" 
4 SCALE: 1" = 1'-0" 5
6 SCALE: 1" = 1'-0" 7 SCALE: 1" = 1'-0" 8 SCALE: 1" = 1'-0" 9 SCALE: 1" = 1'-0" 10 SCALE: 1" = 1'-0" 
3-1 3 4 "x11 7 8 " LVL &
2- 1 4 "x11 1 2 " PLATES
w/ 1 2 " Ø THRU BOLTS-2 EE
+ @16" OC T&B FLITCH BM 
2" 2" 
2x4@16" OC
w/ 1 2 " PLYWOOD 
3 4 " T&G PLYWOOD
JOISTS
FINISH 
SCALE: 1" = 1'-0" 
3 4 " PLYWOOD 3 4 " PLYWOOD
JOISTS
ROOFING
BC RIM
BOARD
BC RIM
BOARD
JOISTS
ROOFING 
2-2x10 PT LEDGER
w/ 3 4 "Ø EXPANSION
BOLTS @16" OC INTO
SOLID GROUTED CELLS 
JOISTS
FINISH 
3 4 " T&G PLYWOOD 
FINISH 
3 4 " T&G PLYWOOD
JOISTS 
2-2x10 PT LEDGER
w/ 3 4 "Ø EXPANSION
BOLTS @16" OC INTO
SOLID GROUTED CELLS 
8" CMU w/ #5@24" V
+ #9 GAGE WIRE
LADDERS @16" OC
8" CMU w/ #5@24" V
+ #9 GAGE WIRE
LADDERS @16" OC
2x STUD WALL
w/ 1 2 " PLYWOOD,
SEE PLAN & WALL
SCHEDULE ON S-005 2x STUD WALL
w/ 1 2 " PLYWOOD,
SEE PLAN & WALL
SCHEDULE ON S-005 
11 SCALE: 1" = 1'-0" 
12 SCALE: 1" = 1'-0" 13 14 
1
1 
1
1
CONT 2x8
BLOCK SOLID
BETWEEN
JOISTS 
DOUBLE JOIST
2'-0" MAX - SEE ARCH DRAWINGS
2'-0" MAX - SEE ARCH DRAWINGS 2x6@16" OC w/ 5 8 "
PLYWOOD
2x6@16" OC w/ 5 8 "
PLYWOOD
2x6@16" OC w/ 5 8 "
PLYWOOD 2x6@16" OC w/ 5 8 "
PLYWOOD 
SIMPSON
"A23" ANGLE 
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 
15 SCALE: 1" = 1'-0" 
16 SCALE: 1" = 1'-0" 
3 4 " T&G PLYWOOD
BC RIM
BOARD
JOISTS
FINISH 
2x4@16" OC
w/ 1 2 " PLYWOOD
@SW SEE WALL
SCHEDULE FOR
SPACING 
3 4 " T&G PLYWOOD
BC RIM
BOARD
JOISTS
FINISH 
2x4@16" OC
w/ 1 2 " PLYWOOD
@SW SEE WALL
SCHEDULE FOR
SPACING 
AS NOTED 
S.303 
SECTIONS 
SUBMITTAL DATE SUB. NO. DESCRIPTION REV. NO. 
Scale
Project No.
Drawn By
Date
Revision No.
Drawing No.
Verified By
Client Information
Project Location
Drawing Title
engineer: 
5 FREMONT STREET
WINTHROP, MA 
Commercial
Residential
Hospitality 
t: 617.448.5872 
e-mail:
david.barsky@davidbarskyarchitect.com 
320 Nevada Street,
Suite 301
Newton, MA 02460 
SEPT 08, 2021 
DAVID BARSKYARCHITECT.COM 
BSM 
CG