HomeMy WebLinkAbout49 Dorothy updated plans•
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NOTES:
1. (EL 4.2'), ETC., INDICATES BOTTOM OF FOCT _E;iATION.
ELEVATIONS MUST BE COORDINATED WITH ARC - ._ �N'
CIVIL/SITE DWGS BEFORE CONSTRUCTION BEGII",5..
2. SV INDICATES LOCATION OF SMART VENT. DETAILS,
WITH ARCH'L DWGS.
3. COORDINATE ELEVATOR PIT DIMENSIONS WITH AR'CHI D'w°'OS'5.
FOUNDATION PLAN
4'_ -0"
aR ied p �h1n 5
REVIEW`.
BPS OR OMIMISSIONS DO NOT RELIEVE THE
9r; ESPONSIBILITY OF'AS BUILT"
DWD ENGINEERING
Structural Engineer
5 Michael Road
E Bridgewater MA 02333
voice: 508.378.9602
Fax: 508.378.2922
Stamp:
11k*A A,
+I DOMENIC W. �G
w o DeANGELO 401
STRUCTURAL �;loo,
No.35062
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Drawn By:
RGC
Checked By:
DWD
Date:
18 Dec 2018
Scale:
As Noted
DWD Job No:
18-nnn
Sheet Title:
FOUNDATION
PLAN
Sheet:
P/T 6x6 POST UP
(TYP OF 6)
SHEAR WALL "A"
SHEAR WALL "A"
P/T 2x8 i
LEDGER �
P/T
2 x 8 @
16"
(6" BELOW
FLOOR
JOIST EL)
(P/T (2) 2x8
(FLUSH FRAMED)
SHEAR WALL "D"
SHEAR WALL "E"
ALL EXTERIOR STUD
WALLS ARE 2x6@16
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Shear Wall "A" Construction (see plan for dimensions)
Foundation to the underside of roof plywood
—2x6 studs spaced at 16" on center with 2-2x6 studs at each end.
—1 /2" exterior grade plywood (minimum) nailed w/8d common nails spaced at Yon
center around the perimeter of the shear wall dimensions and all interior joints.
Note: Plywood to span vertically between floors or provide solid blocking at all horizontal
plywood joints nailed at Yon center (staggered). Provide 8d common nails spaced at
12" on center elsewhere.
Note: Provide 2 rows of nails at the foundation and second floor joints.
—2x6 studs spaced at 16" on center with 2-2x6 studs at each end.
—Connect the 2-2x6 studs at either end of the shear wall to the foundation with a
Simpson HDU5—SDS2.5 holdown. The holdown shall be located on top of the first floor
shoe, connected to the 2-2x6 studs with (14) Simpson SDS J'4" x 2-1/2" screws, and
connected to the concrete with a 5/8" diameter anchor bolt epoxied into the concrete a
minimum of 8". Provide solid blocking between the underside of the first floor and the
top of the foundation wall at both hold down locations.
Shear Wall "B" Construction (see plan for dimensions)
Second floor to the underside of the roof plywood
—2x6 studs spaced at 16" on center with 2-2x6 studs at each . end.
—1/2"exterior grade plywood (minimum) (BOTH FACES) nailed w/8d common nails
spaced at Yon center around the perimeter of the shear wall dimensions and all
interior joints. Note: Plywood to span vertically, between floors or provide solid blocking at
all horizontal plywood joints nailed at Yon center (staggered). Provide 8d common nails
spaced at 12" on center elsewhere.
Note: Provide 2 rows of nails at the second floor joint.
Foundation to the second floor
—2x6 studs spaced at 16" on center with 6x6 Doug Fir post at each end.
—1 /2" exterior grade plywood (minimum) nailed w/8d common nails spaced at Yon
center around the perimeter of the shear wall dimensions and all interior joints.
Note: Plywood to span vertically between floors or provide solid blocking at all horizontal
plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at
12" on center elsewhere.
Note: Provide 2 rows of nails at the foundation joint.
—2x6 studs spaced at 16" on center with 2-2x6 studs at each end.
-Connect the 6x6 Doug Fir post at either end of the shear wall to the foundation with
a Simpson HDU8-SDS2.5 holdown. The holdown shall be located on top of the first floor
shoe, connected to the 6x6 Doug Fir post with (20) Simpson SIDS Y4" x 2-1/2" screws,
and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the
concrete o minimum of 12". Provide solid blocking between the underside of the first
floor and the top of the foundation wall at both hold down locations.
Shear Wall "C" Construction (see plan for dimensions)
Foundation to the underside of roof plywood
—2x6 studs spaced at 16" on center with 2-2x6 studs at each end.
—1 /2" exterior grade plywood (minimum) nailed w/8d common nails spaced at 3" on
center around the perimeter of the shear wall dimensions and all interior joints.
Note: Plywood to span vertically between floors or provide solid blocking at all horizontal
plywood joints nailed at Yon center (staggered). Provide 8d common nails spaced at
12" on center elsewhere.
Note: Provide 2 rows of nails at the foundation and second floor joints.
—2x6 studs spaced at 16" on center with 2-2x6 studs at each end.
—Connect the 2-2x6 studs at either end of the shear wall to the foundation with a
Simpson HDU5—SDS2.5 holdown. The holdown shall be located on top of the first floor
shoe, connected to the 2-2x6 studs with (14) Simpson SDS Y4" x 2-1 /2" screws, and
connected to the concrete with a 5/8" diameter anchor bolt epoxied into the concrete a
minimum of 8". Provide solid blocking between the underside of the first floor and the
top of the foundation wall at both hold down locations.
Shear Wall "D" Construction (see plan for dimensions)
Second floor to the underside of the roof plywood
—2x6 studs spaced at 1 6" on center with 2-2x6 studs at each end.
—1/2"exterior grade plywood (minimum) (BOTH FACES) nailed w/8d common nails
spaced at Yon center around the perimeter of the shear wall dimensions and all
interior joints.. Note: Plywood to span vertically between floors or provide solid blocking at
all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails
spaced at 12" on center elsewhere,
Note: Provide 2 rows of nails at the second floor joint.
Foundation to the second floor
--2x6 studs spaced at 16" on center with 2-2x6 studs at each end.
—1/2"exterior grade plywood (minimum) (BOTH FACES) nailed w/8d common nails
spaced at 3" on center around the perimeter of the shear wall dimensions and all
interior -joints.
Note: Plywood to span vertically between floors or provide solid blocking at all horizontal
plywood joints nailed at Yon center (staggered). Provide 8d common nails spaced at
12" on center elsewhere.
Note: Provide 2 rows of nails at the foundation joint.
—2x6 studs spaced at 16" on center with 2-2x6 studs at each end.
—Connect the 2-2x6 studs at either end of the shear wall to the foundation with a
Simpson HDU5—SDS2.5 holdown. The holdown shall be located on top of the first floor
shoe, connected to the 2-2x6 studs with (14) Simpson SDS Y4" x 2-1 /2" screws, and
connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a
minimum of 8". Provide solid blocking between the underside of the first floor and the
top of the foundation wail at both hold down locations.
Shear Wall "E" Construction -(see plan for dimensions)
Foundation to top of wall
—2x6 studs spaced at 16" on center with 2-2x6 studs down to the foundation shoe at
each end and on either side of all garage door openings.
—1/2" exterior grade plywood (minimum) nailed w/8d common nails spaced at Yon
center around the perimeter of the shear wall dimensions, all double studs at the either
end and on wither side of the garage door opening, and all interior joints. Provide solid
blocking at all horizontal plywood joints nailed at Yon center (staggered).
-The garage door header shall span continuously the entire length of the garage wall
and be located directly under the floor framing.
—Provide one additional 5/8" diameter .anchor bolt at each full height sheathed walls with
washer plates Y4" x 3" x 3" (8" minimum embedment).
—Connect the 2-2x6 studs at either end of the shear wall to the foundation with a
Simpson HDU5—SDS2.5 holdown. The holdown shall be located at the foundation sill,
connected to the 2-2x6 studs with (14) Simpson SIDS Y4" x 2-1/2" screws, and
connected to the concrete with a 5/8" diameter anchor bolt epoxied into the concrete a
minimum of 8".
NOTES:
1. INDICATES SHEAR WALL LOCATION.
i
l
FIRST FLOOR FRAMING PLAN
4' =1'-0"
DWD ENGINEERING
Structural Engineer
5 Michael Road
E Bridgewater MA 02333
voice: 508.378.9602
Fax: 508.378.2922
Stamp;
�,6.,®®®4
OF Ivlgss�d
d � DeANGELO
o STRUCTURAL v �
" No. 350F
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Drawn By: w
RGC
Checked By:
DWD
Date:
18 Dec 2018
Scale:
As Noted
DWD Job No:
18-nnn
Sheet Title:
FIRST FLOOR
FRAMING
PLAN
Sheet:
Sm2