HomeMy WebLinkAboutLATERAL REDLINES - 22-00151 - 1011 Pine Brook Ln - New SFRREF
MASTER BED.
14'3" X 16'1"
OFFICE
11'11" X 11'10"
BED. #2
14'0" X 12'6"
BED. #3
14'0" X 11'8"
PTY.
9'11" X 7'1"
3-CAR GARAGE
27'2" X 38'4"
REC. ROOM
24'1" X 14'1"
DINING
12'3" X 16'0"
KITCHEN
12'3" X 18'8"
GREAT RM.
19'4" X 15'0"
FOYER
8'4" X 13'5"
FR
W.I.C.
7'0" X 14'9"
MASTER BATH
12'2 X 14'9"
(tray ceiling)
LAWN STR.
14'10" X 15'2"
(tray ceiling)
HALL 03
16'5" X 3'8"
DW
WO
CONC. PATIO
44'10" X 12'6"
CONC.
PORCH
HALL 01
13'3" X 4'0"
HALL 02
3'7" X 13'11"
MUD RM.
16'9" X 7'0"
BATH 4
8'5" X 5'6"
BATH 3
9'1" X 5'6"
BATH 2
5'2" X 7'3"
LAUNDRY
10'1" X 8'9"21
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DATE:
PROJECT:
REVISION
DATES:
02/22/22
10/26/21
HOLDOWN SCHEDULE
HD1 - Simpson STHD10 strap tie with
(2) 2x stud column. HD2 may be used
in lieu of HD1.
HD2 - Simpson HDU2 with (2) 2x stud
column and 5/8" diameter threaded rod
anchor with 7" embed using Simpson
AT-XP.
SHEAR WALL SCHEDULE
SW1 - 2x wood stud wall with 7/16 OSB
wall sheathing. Fasten OSB with 8d
common nails (or equivalent staples)
spaced at 6" centers at panel edges and
12" centers at intermediate studs. Block
all horizontal panel joints. Provide 2x
pressure treated sill plate with 1/2"
diameter anchor bolts spaced at 4'-0"
centers with 3"x3"x1/4" plate washers.
SW2 - 2x wood stud wall with 7/16 OSB
wall sheathing. Fasten OSB with 8d
common nails (or equivalent staples)
spaced at 4" centers at panel edges and
12" centers at intermediate studs. Block
all horizontal panel joints. Provide 2x
pressure treated sill plate with 1/2"
diameter anchor bolts spaced at 32"
centers with 3"x3"x1/4" plate washers.
HD1
HD1
HD1 HD1
HD1 HD1
HD1
HD1
HD1
HD1
SW2
SW1
SW1
SW
1
SW
1
HD1
Note:
1) Provide 7/16 OSB roof sheathing
and fasten with 8d common nails
(or equivalent staples) spaced at 6"
centers at supported panel edges
and 12" centers at intermediate
supports.
2) Provide 2x full height blocking or
truss blocking between roof trusses
at the perimeter shear walls at
every truss bay. Nail roof sheathing
to the blocking with 8d common
nails spaced at 6" centers. Nail the
blocking to the double top plate with
toe nails spaced at 6" centers.
3) Anchor roof trusses to the
supporting walls with Simpson
H2.5A or H1 anchors.
Redlines Only
G&S Structural Engineers
Lateral Design
#22056
03-31-2022
RF