Post on 04-Oct-2020
1
A
5
B
32 4
BANCROFT STREET
30'-9" ±
43'-8
" ±
NEW 24"x24"x12"CONC. FOOTING
W/ (4) #4 BARSEACH WAY
NEW 30"x30"x12"CONC. FOOTINGW/ (5) #4 BARSEACH WAY
NEW 30"x30"x12"CONC. FOOTINGW/ (5) #4 BARSEACH WAY
NEW 36"x36"x18"CONC. FOOTING
W/ (5) #5 BARSEACH WAY
NEW 12"ØCONC. PIER
NEW 30"x30"x12"CONC. FOOTINGW/ (5) #4 BARSEACH WAY
NEW 30"x30"x12"CONC. FOOTINGW/ (5) #4 BARSEACH WAY
NEW 24"x24"x12"CONC. FOOTINGW/ (4) #4 BARSEACH WAY
NEW 36"x36"x18"CONC. FOOTING
W/ (5) #5 BARSEACH WAY
NEW 24"x24"x12"CONC. FOOTINGW/ (4) #4 BARSEACH WAY
NEW 24"x24"x12"CONC. FOOTING
W/ (4) #4 BARSEACH WAY
NEW 30"x30"x12"CONC. FOOTINGW/ (5) #4 BARSEACH WAY
S-2.11
S-2.13
NOTE:G.C. TO VERIFY EX'G FOUNDATION
11'-1
1 1/
4"9'
-4 1
/4"
10'-3
1/4
"6'
-9 1
/2"
5'-3
1/4
"
10'-1
1 1/
4"6'
-0 1
/2"
8'-5
1/4
"6'
-1 3
/4"
6'-9
1/2
"5'
-3 1
/4"
10'-5"10'-7 3/4"10'-7 3/4"
NEW 30"x30"x12"CONC. FOOTINGW/ (5) #4 BARSEACH WAY
3'-9"3'
-10
1/4"
6'-1
1 1/
4"
1
A
5
B
32 4
7'-2
"
21'-1
" ±
BANCROFT STREET
22'-2
" ±
30'-9" ±
NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.
NEW
(3) 2
x10
P.T.
NEW 2x10 P.T. LEDGER NEW
(2) 2
x10
P.T.
NEW
(2) 2
x10
P.T.
NEW
(2)
2x10
P.T
.
NEW 2x10 P.T. @ 16" O.C.
NEW 4x6POST ABOVE
NEWHSS4x0.25COLUMN
NEW 4"ØLALLY
COLUMN
NEW 4"ØLALLYCOLUMN
NEW 4"ØLALLYCOLUMN
NEW 4"ØLALLYCOLUMN
NEW 4"ØLALLYCOLUMN
NEW 4x6POST ABOVE
NOTE:G.C. TO VERIFY EX'G FRAMING
NEW 4"ØLALLY
COLUMN
NEW 4"ØLALLYCOLUMN
EX'G JOISTS TO REMAINV.I.F. MIN. 2x8 @ 16" O.C.
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
)1-
3 4"x9
-1 4" L
VL
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
)1-
3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
) 1-3 4"
x9-1 4"
LV
LN
EW (2
)1-
3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEWHSS4x.025COLUMN
EX'G
JOIS
TS V
.I.F.
MIN
. 2x1
0 @
16"
O.C
.
EX'G
JOIS
TS V
.I.F.
MIN
. 2x1
0 @
16"
O.C
.
EX'G
JOIS
TS V
.I.F.
MIN
. 2x1
0 @
16"
O.C
.
NEW (3) 2x10
NEW (3) 2x10
NEW 4x6VL POST
ABOVE
NEW 4x6VL POSTABOVE
NEW 6x6P.T. POST
NEW 6x6P.T. POST
NEW 6x6P.T. POST
NEW 6x6P.T. POST
NEW (2)2x10 P.T.
NEW (2)2x10 P.T.
NEW 2x12 P.T.STRINGERS
@ 12" O.C.
7'-2
"
21'-8 3/4"
32'-1" ±
10'-2 1/4"
NEW (3) 1-34"x9-1
4"LVL HEADER
NEW (3) 1-34"x9-1
4"LVL HEADER
S-2.13
7'-2
"45
'-0"
±NEW 6x6POSTABOVE
NEW 6x6POST
ABOVE
NEW 6x6POSTABOVE
p&Com Ina y, .cnoh oC
One Billings Road Quincy, MA 02171617-786-7727 fax 617-786-7715
oh oCpCom Ina y, .cn&
PROPOSED FOUNDATION PLAN1/4" = 1'-0"
1
Sheet No.
Drawing Name
No. Revision Date
Location
Project No:
Scale:
Date:
Drawn By:
S-1.1
FRAMINGPLANS
AD
DIT
ION
& R
ENO
VA
TIO
N15
BA
NC
RO
FT S
TREE
TJA
MA
ICA
PLA
IN, M
A 0
2119
18063AS NOTED11-08-19
NS
PROPOSED FIRST FLOOR FRAMING PLAN1/4" = 1'-0"
2
1
A
5
B
32 4
5'-7
" ±
BANCROFT STREET
16'-2" ±
NEW (3) 2x10 P.T.
NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.
NEW
(2) 2
x10
P.T.
NEW
(2) 2
x10
P.T.
NEW
(4) 2
x10
P.T.
NEW 2x10 P.T. LEDGER NEW
(4) 2
x10
P.T.
NEW 2x10 P.T. @ 16" O.C.
NEW 2x12 P.T.STRINGERS @ 6" O.C.
NEW (3) 2x10
NEW (3) 2x10
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
) 1-3 4"
x9-1 4"
LV
LN
EW (2
)1-
3 4"x9
-1 4" L
VL
EX'G
JOIS
TS V
.I.F.
MIN
. 2x1
0 @
16"
O.C
.
EX'G
JOIS
TS V
.I.F.
MIN
. 2x1
0 @
16"
O.C
.
EX'G
JOIS
TS V
.I.F.
MIN
. 2x1
0 @
16"
O.C
.
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
)1-
3 4"x9
-1 4" L
VL
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
)1-
3 4"x9
-1 4" L
VL
NEW 4x6VL POST
NEW 4x7VL POST
NEW 4x7VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 6x6VL POST
NEW 6x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
EX'G JOISTS TO REMAINV.I.F. MIN. 2x8 @ 16" O.C.
NEW 6x6P.T. POST
NEW 6x6P.T. POST
NEW 6x6P.T. POST
7'-2
"
21'-8 3/4"
32'-1" ±
10'-2 1/4"
NOTE:G.C. TO VERIFY EX'G FRAMING
S-2.13
NEW 4x6VL POST
45'-0
" ±
NEW 6x6POSTABOVE
NEW 6x6POST
ABOVE
NEW 6x6POSTABOVE
1
A
5
B
32 4
BANCROFT STREET
45'-0
" ±
7'-2
"
NEW (3) 2x10 P.T.
NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.
NEW
(2) 2
x10
P.T.
NEW
(2) 2
x10
P.T.
NEW
(4) 2
x10
P.T.
NEW
(4) 2
x10
P.T.
NEW 2x10 P.T. LEDGER
NEW 2x10 P.T. @ 16" O.C.
11'-7
" ±
6'-1
" ±
8'-5
" ±
6'-2
" ±
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
) 1-3 4"
x9-1 4"
LV
LN
EW (2
)1-
3 4"x9
-1 4" L
VL
NEW
2x1
0 @
16"
O.C
.
NEW
2x1
0 @
16"
O.C
.
NEW
2x1
0 @
16"
O.C
.
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW 2x8 @ 16" O.C.
NEW (3) 2x8 HEADER NEW (3) 2x8 HEADER
NEW 4x6VL POST
NEW 4x7VL POST
NEW 4x7VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 2x12 P.T.STRINGERS @ 6" O.C.
10'-1
1" ±
NEW (3) 2x10
NEW
(2) 2
x10
NEW (3) 2x10NEW
2x4
@ 1
6" O
.C.
BEA
RIN
G W
ALL
NEW
2x4
@ 1
6" O
.C.
BEA
RIN
G W
ALL
NEW
2x4
@ 1
6" O
.C.
BEA
RIN
G W
ALL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW 6x6P.T. POST
NEW 6x6P.T. POST NEW 6x6
P.T. POST
21'-8 3/4"
32'-1" ±
10'-2 1/4"
S-2.13
NEW 4x6VL POST
5'-7
" ±
NEW 6x6POST
NEW 6x6POST
NEW 6x6POST
p&Com Ina y, .cnoh oC
One Billings Road Quincy, MA 02171617-786-7727 fax 617-786-7715
oh oCpCom Ina y, .cn&
PROPOSED SECOND FLOOR FRAMING PLAN1/4" = 1'-0"
1
Sheet No.
Drawing Name
No. Revision Date
Location
Project No:
Scale:
Date:
Drawn By:
S-1.2
FRAMINGPLANS
AD
DIT
ION
& R
ENO
VA
TIO
N15
BA
NC
RO
FT S
TREE
TJA
MA
ICA
PLA
IN, M
A 0
2119
18063AS NOTED11-08-19
NS
PROPOSED THIRD FLOOR FRAMING PLAN1/4" = 1'-0"
2
1
A
5
B
32 4
45'-0
" ±
BANCROFT STREET
21'-8 3/4"
NEW (3) 2x10 P.T.
NEW (4) 2x10 P.T. NEW (4) 2x10 P.T.
NEW
(2) 2
x10
P.T.
NEW
(2) 2
x10
P.T.
NEW
(4) 2
x10
P.T.
NEW
(4) 2
x10
P.T.
NEW 2x10 P.T. LEDGER
NEW 2x10 P.T. @ 16" O.C.
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(2) 1
-3 4"x9
-1 4" L
VL
NEW
(2)
1-3 4"
x9-1 4"
LV
L
NEW
2x1
0 @
16"
O.C
.
NEW
2x1
0 @
16"
O.C
.
NEW
2x1
0 @
16"
O.C
.
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW
(3) 1
-3 4"x9
-1 4" L
VL
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 4x6VL POST
NEW 2x8 @ 16" O.C.
NEW (3) 2x8 HEADER NEW (3) 2x8 HEADER
NEW 1-34"x11-1
4" LVLSTRINGERS @ 12" O.C.
NEW
(3) 2
x10
NEW (3) 2x10
NEW (3) 2x10
NEW
2x4
@ 1
6" O
.C.
BEA
RIN
G W
ALL
NEW
2x4
@ 1
6" O
.C.
BEA
RIN
G W
ALL
NEW
2x4
@ 1
6" O
.C.
BEA
RIN
G W
ALL
NEW
(2)
1-3 4"
x9-1 4"
LV
LN
EW (2
) 2x8
HEA
DER
32'-1" ±
10'-2 1/4"
7'-2
"
NEW 6x6P.T. POST
NEW 6x6P.T. POST NEW 6x6
P.T. POST
S-2.13
5'-7
" ±
NEW 6x6POST
NEW 6x6POST
NEW 6x6POST
1
A
5
B
32 4
BANCROFT STREET
45'-0
" ±
NOTE:DESIGN LIVE LOAD = 0 PSFFOR FOURTH FLOOR FLAT CEILING(NO ATTIC ACCESS)
NEW
2x1
2 @
16"
O.C
.
S-2.21
32'-1" ±
20'-2" ±
38'-4
" ±
SHED
DO
RM
ER3'
-6"±
3'-6
"±
p&Com Ina y, .cnoh oC
One Billings Road Quincy, MA 02171617-786-7727 fax 617-786-7715
oh oCpCom Ina y, .cn&
PROPOSED FOURTH FLOOR FRAMING PLAN1/4" = 1'-0"
1
Sheet No.
Drawing Name
No. Revision Date
Location
Project No:
Scale:
Date:
Drawn By:
S-1.3
FRAMINGPLANS
AD
DIT
ION
& R
ENO
VA
TIO
N15
BA
NC
RO
FT S
TREE
TJA
MA
ICA
PLA
IN, M
A 0
2119
18063AS NOTED11-08-19
NS
PROPOSED FOURTH FLOOR CEILING FRAMING PLAN1/4" = 1'-0"
2
1 532 4
BANCROFT STREET
45'-0
" ±
NEW
2x1
2 @
16"
O.C
.
NEW
2x1
2 @
16"
O.C
.
38'-4
" ±
SHED
DO
RM
ER
NEW (3) 2x12 NEW (3) 2x12
NEW (3) 2x12 NEW (3) 2x12
NEW
1-3 4"
x14"
LV
L C
ON
TIN
UO
US
RID
GE
BO
AR
D
NOTE:INSTALL SIMPSON H1 HURRICANETIE @ EACH RAFTER
NEW
2x8
CO
LALR
TIE
S @
16"
O.C
.
S-2.21
S-2.22
32'-1" ±
15'-8" ±15'-8" ±
3'-6
"±3'
-6"±
p&Com Ina y, .cnoh oC
One Billings Road Quincy, MA 02171617-786-7727 fax 617-786-7715
oh oCpCom Ina y, .cn&
PROPOSED ROOF FRAMING PLAN1/4" = 1'-0"
1
Sheet No.
Drawing Name
No. Revision Date
Location
Project No:
Scale:
Date:
Drawn By:
S-1.4
FRAMINGPLANS
AD
DIT
ION
& R
ENO
VA
TIO
N15
BA
NC
RO
FT S
TREE
TJA
MA
ICA
PLA
IN, M
A 0
2119
18063AS NOTED11-08-19
NS
SAME SIZE AND SPACINGAS HORIZONTALREINFORCING(2 X ld LONG)
PROVIDE REGLETAT ALL VISIBLE(I.E. EXPOSED)JOINT LOCATIONS
1/2"
3/4"
3/4"
WALL REINFORCINGWATERSTOP (WHEREREQUIRED)
TYPICAL VERTICAL WALLCONTROL JOINT
CLA
SS B
SPL
ICE
WATERSTOP
STD. HOOK(1'-0" MIN.)
CLA
SS B
SPL
ICE
CLASS B SPLICE
HORIZONTALBARS
STD. HOOK(1'-0" MIN.)
CLA
SS B
SPL
ICE
NOTE:VERTICAL REINF. BARS ARENOT SHOWN FOR CLARITY
WATERSTOP
WATERSTOPHORIZONTALBARS
HORIZONTALBARS
CLASS B SPLICESTD. HOOK(1'-0" MIN.)
HORIZONTALBARS
"U" BARS
IF CONSTRUCTION JOINTEXISTS
AT CORNERS
AT CORNERS AT INTERSECTIONS AT CONSTRUCTION JOINTS AT PILASTERS
TYPICAL PLAN OF HORIZONTAL WALL REINFORCING
COL.
COL.
BUILDING PAPER WRAPON COLUMN AT SLAB
CONSTRUCTION JOINTOR CONTROL JOINT
TYPICAL COLUMN ISOLATIONJOINT DETAILSCALE: 1"=1'-0"
EXTERIOR CORNER
5-#4 TOPX4'-0" LG.
4-#4 TOPX4'-0" LG.
AT EXTERNAL
4-#4 TOPX4'-0" LG.
INTERIOR CORNER
AT INTERNAL
ADDITIONAL REINFORCINGAT THE SLAB CORNERS
4'-0
" m
in.
MIN
. 3'-0
"12
"
12" Ø CONC. PIER
SEE FOUNDATION PLANFOR FOOTING SIZE &MATT BAR QUANTITY
SIMPSON ABU 66POST BASE
(6) #5 DOWELS
GRADE
MIN. 2 TON BEARING CAPACITY
6x6 PT POST ORAS PER PLAN
#3 TIES @ 12" O.C.W/ (3) #4 @ TOP
SEE FOUNDATION PLANFOR FOOTING SIZE &MATT BAR QUANTITY
MIN. 2 TON BEARING CAPACITY6" COMPACTED GRAVEL6 MIL POLY VAPOR BARRIER
2" RIGID INSULATION
EX'G CONC. SLAB
SPRINGFIELD PLATEW/ (4) 1/2" EPOXY ANCHORS
4" LALLY COL.
BOND BREAKLEVELING GROUT
4'-0
" m
in.
MIN
. 3'-0
"
12" Ø CONC. PIER
SEE FOUNDATION PLANFOR FOOTING SIZE &MATT BAR QUANTITY
SIMPSON ABU 66POST BASE
(6) #5 DOWELS
GRADE
6x6 PT POST ORAS PER PLAN
#3 TIES @ 12" O.C.W/ (3) #4 @ TOP
p&Com Ina y, .cnoh oC
One Billings Road Quincy, MA 02171617-786-7727 fax 617-786-7715
oh oCpCom Ina y, .cn&
Sheet No.
Drawing Name
No. Revision Date
Location
Project No:
Scale:
Date:
Drawn By:
S-2.1
DETAILS
AD
DIT
ION
& R
ENO
VA
TIO
N15
BA
NC
RO
FT S
TREE
TJA
MA
ICA
PLA
IN, M
A 0
2119
18063AS NOTED11-08-19
NS
TYPICAL FOUNDATION DETAILS1/2" = 1'-0"
TYPICAL CONCRETE PIER W/ FOOTING DETAIL1/2" = 1'-0"
1
TYPICAL LALLY COLUMN FOOTING DETAIL1/2" = 1'-0"
3TYPICAL CONCRETE PIER DETAIL1/2" = 1'-0"
2
FOUNDATION NOTES:1. ALL FOUNDATION FOOTINGS SHALL BE CARRIED DOWN TO A MINIMUM OF 4'-0" BELOW
FINISH GRADE, OR DEEPER, IF NECESSARY, TO OBTAIN A SAFE SOIL BEARING PRESSURE OF 2TONS PER SQUARE FOOT,FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARINGCAPACITY OF 2 TONS PER SQUARE FOOT.
2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL; OR, ON ENGINEERED BANK RUNGRAVEL FILL MATERIAL WITH A MINIMUM DRY DENSITY OF 95%.
3. ALL FOOTING SHALL BE POURED IN THE DRY ONLY. WATER SHALL NOT BE ALLOWED TOFLOW THROUGH THE DEPOSITED CONCRETE.
4. NO FOOTING SHALL BE POURED ON FROZEN GROUND. FOUNDATIONS NEED TO BEPROTECTED FROM FREEZING FOR A MIN. OF 5 DAYS AFTER THEY WERE POURED.
5. THE MINIMUM REINFORCING FOR ALL FOUNDATION WALLS SHALL BE 2-#6 BARS AT THE TOPAND BOTTOM, CONTINUOUS; OR, AS SHOWN ON DRAWINGS.
6. LAP ALL BARS 40 DIAMETERS AND PROVIDE CORNER BARS.7. ALL REINFORCEMENT: ASTM A615-60, WWF A185.
CONCRETE NOTES:1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF:- 3000 PSI FOR FOUNDATION WALL, EXTERIOR WALLS AND
OTHER VERTICAL CONCRETE SURFACES EXPOSED TO THE WEATHER.2. MAXIMUM SLUMP SHALL NOT EXCEED 3"; AND MAXIMUM; COARSE AGGREGATE SIZE SHALL
NOT EXCEED 3/4" IN DIAMETER.
REINFORCING NOTES:1. ALL REINFORCEMENT, EXCEPT FOR TIES AND STIRRUPS, SHALL CONFORM TO ASTM 615-60.2. ALL REINFORCEMENT FOR TIES AND STIRRUPS SHALL CONFORM TO ASTM 615-40.3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185-70 SPECIFICATIONS.4. ALL REINFORCEMENT SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT OR HIS
ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE.5. THE CONTRACTOR SHALL SUBMIT FOUR PRINTS OF SHOP DRAWINGS: SHOWING ALL
REINFORCING DETAILS, CHAIR BARS, HIGH CHAIRS, SLAB BOLSTERS, ETC. TO THEARCHITECT FOR HIS APPROVAL. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVEDSHOP DRAWINGS FROM THE ARCHITECT OR HIS ENGINEER PRIOR TO THE FABRICATION OFREINFORCEMENT.
6. CLEARANCES OF MAIN REINFORCING FROM ADJACENT CONCRETE SURFACES SHALL BE ASFOLLOWS:A. FOOTINGS 3 INCHESB. SIDES OF FOUNDATIONS WALLS.
EXPOSED FACES OF FOUNDATIONS.SIDES OF COLUMNS/PIERS, SLABSON GRADE FROM TOP SURFACE 2 INCHES
C. INTERIOR FACES OF FOUNDATIONS,TOP REINFORCING IN SLABS EXPOSEDTO THE WEATHER 1-1/2 INCHES
D. TOP STEEL OF INTERIOR SLABS 1 INCHES7. MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE 1/4" OF SECTIONS 10" OR LESS,
1/2" FOR SECTIONS GREATER THAN 10".
STRUCTURAL STEEL NOTES:1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36
SPECIFICATIONS, EXCEPT SQUARE STEEL TUBE COLUMNS.2. ALL SQUARE STEEL TUBE COLUMNS SHALL CONFORM TO ASTM
A500, WITH A MINIMUM YIELD STRESS OF 46,000 PSI.3. ALL SHOP CONNECTIONS SHALL BE WELDED.4. FIELD CONNECTION SHALL BE MADE WITH HIGH STRENGTH
FRICTION BOLTS MEETING A325-X SPECIFICATIONS.5. ALL BOLTS SHALL BE 3/4" IN DIAMETER, OR AS NOTED ON
DRAWINGS. HOLES SHALL BE 1/16" LARGER.6. ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST
INHIBITIVE PAINT; SUCH AS TNEMEC-99, OR RUST INHIBITOR BY"MAINLINE". OR, PAINT, AS NOTED IN THE SPECIFICATIONS.
7. AFTER STRUCTURAL STEEL ERECTION IS IN PLACE, ALL EXPOSEDAREAS SHALL BE TOUCHED UP. SEE SPECIFICATIONS ON PAINTINGFOR ADDITIONAL REQUIREMENTS.
8. PROVIDE 3/4: GROUT, 3,000 PSI, AND 1/4" THICK LEVELING PLATESUNDER ALL COLUMN BASE PLATES, WITH FOUR (4) 3/4" DIAMETER x16" LONG ANCHOR BOLTS; OR AS NOTED.
9. PROVIDE A MINIMUM OF 8" BEARING ON EACH SIDE OF LINTELSAND HEADERS OVER DOORS, WINDOWS, LOUVERS, AND OPENINGS,ETC.
10. THE CONTRACTOR SHALL SUBMIT A REPRODUCIBLE SEPIA ANDFOUR PRINTS OF SHOP DRAWINGS; SHOWING ALL STRUCTURALSTEEL SIZES, CONNECTIONS AND DETAILS, TO THE ARCHITECT FORHIS APPROVAL. FABRICATION OF STRUCTURAL STEEL MEMBERSSHALL NOT BEGIN WITHOUT PRIOR WRITTEN APPROVAL BY THEARCHITECT OR HIS ENGINEER.
11. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THELATEST COMMONWEALTH OF MASSACHUSETTS BUILDING CODEAND THE STRUCTURAL STEEL INSTITUTE SPECIFICATIONS FORBUILDINGS AND BRIDGES.
LESS THAN 4'-0"
SPAN OF OPENING
UP TO 10'-0"
UP TO 6'-0"
UP TO 8'-0"
3 - 2x10
3 - 2x4
3 - 2x8
3 - 2x6
SIZE: 2x6 STUDS
2 - 2x10
SIZE: 2x4 STUDS
2 - 2x4
2 - 2x8
2 - 2x6
WOOD LINTEL SCHEDULE
AT NON-BEARING PARTITIONS
2x4 WOOD
TYPICAL SECTION AT EXTERIOR WALL
WHERE REQUIREDHORIZ BLOCKING
FLOOR JOIST
TOP PLATECONT 2-2x6SEE PLAN
OR EQUAL RIM BOARDCONT. BC VERSA RIM
WHERE REQUIRED
SEE GENERAL NOTES
HORIZ BLOCKING
3
4
"
3
4
"
CONT. TOP PLATE
PERPENDICULAR TO FRAMING(REFER TO ARCH DWGS FOR WALL LOCATIONS)
TYPICAL FRAMING
FLOORSHEATHING
SHEATHING
SHEATHING
TYPICAL POST DETAIL
2x CONTTOP PLATE
PROVIDE SOLIDBLOCKING TO MATCHPOST ABOVE AT ALL
POSTED LOCATION TYP.
CONT TOP P
PARALLEL TO FRAMING(REFER TO ARCH DWGS FOR WALL LOCATIONS)
TYPICAL FRAMING AT NON-BEARING PARTITIONS
NON-BEARING PARTITION
CLIP @ BLOCKING
STUD WALL
BLOCKING@ 32" OC
WOOD FLOOR JOISTS
NON-BEARING PARTITION
PROVIDE SIMPSON `ST C'
STUD WALL
L
GWB
CONT. 2-2x6TOP P
BLOCKING AT 32" o.c.
TYPICAL SECTION AT EXTERIOR WALL
2x6 STUD WALL
STUDS MIN. EA.
HEADER
2-2x
KIN
G S
TUD
MIN
.
2-2x
KIN
G S
TUD
MIN
.
2-2x
KIN
G S
TUD
MIN
.
OPEN
2-2x SILL
PROVIDE 1 JACK
SIDE OF OPNG.
2-2x
KIN
G S
TUD
MIN
.
2-2x TOP PLATE
TYPICAL DOOR FRAMING
2x S
TUD
BEA
RIN
G W
ALL
OPEN 2x S
TUD
BEA
RIN
G W
ALL
PROVIDE 1 JACK STUDMIN. EA. SIDE OPNG.
2-2xSOLE PLATE
TYP. WINDOW OPENING
TREATED
2-2x TOP PLATE
SEE GENERAL NOTEST&G OSB GLUE & NAIL
WOOD FLOOR JOISTSEE PLAN
NON-BEARINGPARTITION
PROVIDE SIMPSON `STC' CLIPS @ EACH JOIST
NON-BEARINGPARTITION
OR EQUAL RIM BOARDCONT. BC VERSA RIM
WHERE REQUIREDHORIZ BLOCKING
WHERE REQUIREDHORIZ BLOCKING
EXTERIOR SHEATHING
FLOOR JOIST SEE PLAN
HEADER
1-2x6TRIMMER
2-2x63-2x6
2-2x63-2x6
1-2x6TRIMMER
5-2x67-2x6
2-2x6
3-2x62-2x65-2x6
6-2x6
3-2x6 1-2x6
6"6"
HDR. DEPTHBEARING WALLS
6"HDR. DEPTH
SEE PLANSEE PLAN
4'-0" OR LESSOPNG. WIDTH
OPNG. WIDTH3'-6" OR LESS
6'-6" TO 8'-6"8'-6" TO 16'-0"
3'-6" TO 6'-6"
12"10"7'-6" TO 10'-0"
10'-0" TO 14'-0"
4'-0" TO 7'-6" 6"
NON-BEARING WALLSKING STUDS
KING STUDS
HEADER SCHEDULE (U.N.O.)
BORE 60%(MAX.)
BORE 40%(MAX.)
312" OR 51
2"11
2"Ø AT 2x4 STUDS21
4"Ø AT 2x6 STUDS
2"Ø AT 2x4 STUDS31
4"Ø AT 2x6 STUDS
312" OR 51
2"BEARING STUDS
NOTCH 40%(MAX.)
BORE 60%(MAX.)
112"Ø AT 2x4 STUDS
214"Ø AT 2x6 STUDS
2"Ø AT 2x4 STUDS31
4"Ø AT 2x6 STUDS
NON-BEARING STUDS
NOTE:PROVIDE SIMPSONHSS2 STUD SHOE ATALL STUD NOTCHES
NOTCH 25%(MAX.)
78"Ø AT 2x4 STUDS
112"Ø AT 2x6 STUDS
DOUBLE STUDS (BEARING OR NOT-BEARING)
TYPICAL CUTTING AND BORING STUD DETAIL
BEAM SPLICE ATCOL. CENTERLINE
WOOD POSTSEE PLAN
SIMPSON 'CC'COLUMN CAP
LVL BEAMSEE PLAN
SEE GENERAL NOTES T&GOSB GLUE & NAIL SEE GENERAL
NOTES T&G OSBGLUE & NAIL
NOTCH AND BORINGNOT TO OCCUR IN THESAME STUD LINE
REFER TO NAILING SCHED. TYP.
WALL COVERING MATERIAL SHALL BEOVERLAPPED AS SHOWN FOR EASYNAILING. (NAILING NOT SHOWN FORCLARITY) TYP.
SINGLE STUD MAY BEUSED AT NON-BEARINGWALLS ONLY
TYPICAL PLAN DETAILS
EXTERIORSHEATHING
WOOD POSTSEE PLAN
SIMPSON 'CC'COLUMN CAP
LVL BEAMSEE PLAN
9'-0
"±3'
-6"±
PROP 4THFLOOR ELEV
PROP CEILING
PROP ROOF
NEW 2x8 COLLAR TIES@ 16" O.C. NAILED TO2x12 RAFTERS
NEW 2x12 CEILING JOISTS@ 16" O.C. NAILED TO2x12 RAFTERS
NEW 1-34"x14 LVL RIDGE BOARD
NEW 2x12 RAFTERS @ 16" O.C.
NEW SIMPSON H1HURRICANE TIE @EACH RAFTER
NEW (2) 2x6 TOP PLATE
NEW SIMPSON H1HURRICANE TIE @EACH RAFTER
NEW (2) 2x6 TOP PLATE
NEW 2x8 COLLAR TIES@ 16" O.C. NAILED TO2x12 RAFTERS
NEW 1-34"x14 LVL RIDGE BOARD
NEW 2x12 RAFTERS @ 16" O.C.PROP ROOF
PROP CEILING
PROP 4THFLOOR ELEV
9'-0
"±3'
-6"±
LVL BEAMPER PLAN
SIMPSON LCCCOLUMN CAP
4"Ø LALLYCOLUMN
LVL BEAMPER PLANSIMPSON LCCCOLUMN CAP
4"Ø LALLYCOLUMN
NEWSIMPSON
JOISTHANGER
JOISTSPER PLAN
NEW LVLBEAM PERPLAN
p&Com Ina y, .cnoh oC
One Billings Road Quincy, MA 02171617-786-7727 fax 617-786-7715
oh oCpCom Ina y, .cn&
TYPICAL WOOD DETAILS1/2" = 1'-0"
Sheet No.
Drawing Name
No. Revision Date
Location
Project No:
Scale:
Date:
Drawn By:
S-2.2
DETAILS
AD
DIT
ION
& R
ENO
VA
TIO
N15
BA
NC
RO
FT S
TREE
TJA
MA
ICA
PLA
IN, M
A 0
2119
18063AS NOTED11-08-19
NS
SECTION @ SHED DORMER1/2" = 1'-0"
1
SECTION @ GABLE ROOF1/2" = 1'-0"
2
TYPICAL BEAM TO LALLY COLUMN DETAILS1/2" = 1'-0"
3TYPICAL JOIST TO BEAM DETAIL1/2" = 1'-0"
4