1 A 5 B 3 2 4 BANCROFT STREET 30'-9" ± 43'-8" ± NEW 24"x24"x12" CONC. FOOTING W/ (4) #4 BARS EACH WAY NEW 30"x30"x12" CONC. FOOTING W/ (5) #4 BARS EACH WAY NEW 30"x30"x12" CONC. FOOTING W/ (5) #4 BARS EACH WAY NEW 36"x36"x18" CONC. FOOTING W/ (5) #5 BARS EACH WAY NEW 12"Ø CONC. PIER NEW 30"x30"x12" CONC. FOOTING W/ (5) #4 BARS EACH WAY NEW 30"x30"x12" CONC. FOOTING W/ (5) #4 BARS EACH WAY NEW 24"x24"x12" CONC. FOOTING W/ (4) #4 BARS EACH WAY NEW 36"x36"x18" CONC. FOOTING W/ (5) #5 BARS EACH WAY NEW 24"x24"x12" CONC. FOOTING W/ (4) #4 BARS EACH WAY NEW 24"x24"x12" CONC. FOOTING W/ (4) #4 BARS EACH WAY NEW 30"x30"x12" CONC. FOOTING W/ (5) #4 BARS EACH WAY S-2.1 1 S-2.1 3 NOTE: G.C. TO VERIFY EX'G FOUNDATION 11'-11 1/4" 9'-4 1/4" 10'-3 1/4" 6'-9 1/2" 5'-3 1/4" 10'-11 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. FOOTING W/ (5) #4 BARS EACH WAY 3'-9" 3'-10 1/4" 6'-11 1/4" 1 A 5 B 3 2 4 7'-2" 21'-1" ± BANCROFT STREET 22'-2" ± 30'-9" ± NEW (4) 2x10 P.T. NEW (4) 2x10 P.T. NEW (3) 2x10 P.T. NEW 2x10 P.T. LEDGER NEW (2) 2x10 P.T. NEW (2) 2x10 P.T. NEW (2) 2x10 P.T. NEW 2x10 P.T. @ 16" O.C. NEW 4x6 POST ABOVE NEW HSS4x0.25 COLUMN NEW 4"Ø LALLY COLUMN NEW 4"Ø LALLY COLUMN NEW 4"Ø LALLY COLUMN NEW 4"Ø LALLY COLUMN NEW 4"Ø LALLY COLUMN NEW 4x6 POST ABOVE NOTE: G.C. TO VERIFY EX'G FRAMING NEW 4"Ø LALLY COLUMN NEW 4"Ø LALLY COLUMN EX'G JOISTS TO REMAIN V.I.F. MIN. 2x8 @ 16" O.C. NEW (2) 1- 3 4 "x9- 1 4 " LVL NEW (2) 1- 3 4 "x9- 1 4 " LVL NEW (2) 1- 3 4 "x9- 1 4 " LVL NEW (2) 1- 3 4 "x9- 1 4 " LVL NEW (3) 1- 3 4 "x9- 1 4 " LVL NEW (2) 1- 3 4 "x9- 1 4 " LVL NEW (2) 1- 3 4 "x9- 1 4 " LVL NEW (2) 1- 3 4 "x9- 1 4 " LVL NEW (3) 1- 3 4 "x9- 1 4 " LVL NEW (3) 1- 3 4 "x9- 1 4 " LVL NEW (3) 1- 3 4 "x9- 1 4 " LVL NEW HSS4x.025 COLUMN EX'G JOISTS V.I.F. MIN. 2x10 @ 16" O.C. EX'G JOISTS V.I.F. MIN. 2x10 @ 16" O.C. EX'G JOISTS V.I.F. MIN. 2x10 @ 16" O.C. NEW (3) 2x10 NEW (3) 2x10 NEW 4x6 VL POST ABOVE NEW 4x6 VL POST ABOVE NEW 6x6 P.T. POST NEW 6x6 P.T. POST NEW 6x6 P.T. POST NEW 6x6 P.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- 3 4 "x9- 1 4 " LVL HEADER NEW (3) 1- 3 4 "x9- 1 4 " LVL HEADER S-2.1 3 7'-2" 45'-0" ± NEW 6x6 POST ABOVE NEW 6x6 POST ABOVE NEW 6x6 POST ABOVE p & C o m I n a y, . c n o h o C One Billings Road Quincy, MA 02171 617-786-7727 fax 617-786-7715 o h o C p C o m I n a y, . c n & PROPOSED FOUNDATION PLAN 1/4" = 1'-0" 1 Sheet No. Drawing Name No. Revision Date Location Project No: Scale: Date: Drawn By: S-1.1 FRAMING PLANS ADDITION & RENOVATION 15 BANCROFT STREET JAMAICA PLAIN, MA 02119 18063 AS NOTED 11-08-19 NS PROPOSED FIRST FLOOR FRAMING PLAN 1/4" = 1'-0" 2
6
Embed
S-1€¦ · new (3) 2x10 new (3) 2x10 new 4x6 vl post above new 4x6 vl post above new 6x6 p.t. post new 6x6 p.t. post new 6x6 p.t. post new 6x6 p.t. post new (2) 2x10 p.t. new (2)
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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
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)