HomeMy WebLinkAbout41 Uncle Roberts plans 22SHEAR WALL NOTES:
Shear Well "A" Construction If see plan for dimensions
Second floor to the double top plate or 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) nailed w/8d common nails spaced at 6" on center around the ^orimator of +ha ehaar %niall rlimancinnc and all intarinr inintc
Note: Plywood to span vertically from floor to roof or provide solid blocking at all horizontal
nails spaced at 12" on center a Isewhere .
Foundation to second floor
-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 6" on center around
Note: Plywood to span vertically between floors or provide solid blocking at all horizo ntal p
nails spaced at 12" on center elsewhere.
-Connect the 2 -2x6 studs at either end of the shear wall to the foundation with a Simpson HDU5
foundation shoe, connected to the 2-2x6 studs with (14) Simpson SIDS W x 2 -1/2" screws, and
concrete a minimum of 8". Provide solid blocking between the underside of the first floor and the tc
Shear W all "B" Construction ( see plan for dimensions
Second floor to the double top plate or 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) nailed w/8d common nails spaced at 3" on center arounc
Note: Plywood to span vertically from floor to roof or provide solid blocking at all horizontal
nails spaced at 12" on center a lsewhere .
SHEAR WALL NOTES CONT.0
Foundation to second floor
-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 arounc
Note: Plywood to span vertically between floors or provide solid blocking at all horizontal ph
nails spaced at 12" on center elsewhere.
-Connect the 2-2x6 studs at either end of the shear wall to the foundation with a Simpson HDU5
foundation shoe, connected to the 2-2x6 studs with (14) Simpson SDS W x 2 -1/2" screws, and
concrete a minimum of 8". Provide solid blocking between the underside of the first floor and the t
Shear Wall " C" Construction_ (_see plan for dimensions )
Second floor to the double tog plate or 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) nailed w/8d common nails spaced at 3" on center arounc
Note: Plywood to span vertically from floor to roof or provide solid blocking at all horizontE
nails spaced at 12" on center a Isewhere
Foundation to second floor
-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 arounc
Note: Plywood t o span vertically between floors or provide solid blocking at all horizontal I
nails spaced at 12" on center elsewhere.
-Connect the 2-2x6 studs at the exterior end of the shear wall to the foundation with a Simpson F
shoe, connected to the 2-2x6 studs with (14) Simpson SIDS W x 2 -1/2" screws, and connected
minimum of 8 . Provide solid blocking between the underside of the first floor and the top of the fo
-Connect the inside end of the shear wall to the beam below with (4 ) Simpson LSTA24 straps cer
Shear Wall "D" Construction (see plan for dimensions)
Braced Wall "PFH "Construction (see plan for dimensions ) (see Figure R602.10.6.2 in IRC
Foundation to the underside of the roof plywood
-2x6 studs spaced at 16" on center with 2-2x6 jack 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 interiorjoints.
Note: Ply wood to span vertically between the floor and roof or provide solid blocking at all horizontal plywood joints nailed at 3" on center (st agg ered). Provide 8d
common nails spaced at 12" on center elsewhere.
-The door header shall span continuously from the corner to the double stud located on the other side of the op en ing.
-Connect the 2-24 jack studs at corner end of the braced wall to the foundation with a Simpson HDU 5-SDS2.5 holdown. The holdown shall be located on top of the first floor
shoe, connected to the 2 -2x6 studs with ( 14) Simpson SIDS %" x 2 -1/2" screws, and connected to the concrete with a 5/8" diameter anchor bolt epo xied into the concrete a
minimum of 8
-Provide one additional 1/" diameter anchor bolts equally spaced between the end wall and the jack. studs with washer plates 3/16" x 2" x 2" (8" minimum embedment).
-Connect the opposite side jack studs to the foundation with a Simpson HDU 2-SDS2.5 holdown. The holdown shall be located on top of the foundation shoe, connected to the
2-2x6 studs with (6) Simpson SIDS W x 2-1/2" screws, and connected to the concrete with a 5/8" diameter ancho r bolt epoxied into the concrete a minimum of 8".
FIRST FLOOR SHEAR WALL PLAN
PERMIT SET 12*01*2022
rchr is
60
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RESIDENCE
FOR:
PETER
8c
ROBERTA
FAIRBANKS
41
UNCLE,
ROBERT S
ROAD
WEST
YA R M OU TH ,
PROJECT # 210422
2022 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET" OR "CONSTRUCTION SET".
REGISTRATIO
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F
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REVISIONS
DATE: REVISIONS:
ISSUED FOR: PERMITTING
DATE: 12.01.2022
(i &
PROJECT TRUE
SCALE: 1 /4"=1'-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET N0.
SW* 1
TOTAL NUMBER OF SHEETS
IN SET:
38
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS