5_FREMONT_STREET_Structural_revised_Tue_Sep_28_2021_18-37-57 (1).pdf

Inspectional Services Department, Planning Board · from the Town's request portal · released Jun 29, 2022 · 17 pages · 4.2 MB
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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