HomeMy WebLinkAboutSDetails 2 V1APPROVED
00M7122
NOTE: PROVIDE BLOCING AT
ALL SHEATHING EDGES
NAILSPACINGAT
12' IN HELD
STUD SPACING J STRUCTURAL J
PER PLAN SHEATHING
NAILING PER
PLAN
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
VERTICAL
HORIZONTAL
HELD
BLOCING
REQUIRED (MIN.)
SIZE
SPACING
SPACING
SPACING
REWIRED
711ESHEATHING
8d
61O.C.
6 O.C.
12 O.C.
ALL
EDGES
a S
M
3/8"
SINGLE NAIL EDGE SPACING
N 1/2 S
(V
DOUBLE NAIL EDGE SPACING
2X4 BLOCING
SHEATHING SPLICE- SAMETHICIMESS
AND STRENGTH AXIS ORIENTATION AS
WALLSHEATHING
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
VERTICAL
HORIZONTAL
HELD
BLOCING
REWIRED (MIN.)
SIZE
SPACING
SPACING
SPACING
REQUIRED
7/16-SHEATHING
Bd
6' O.C.
6' O.C.
12' O.C.
ALL
EDGES
SHEARWALL LATERAL LOAD
DESIGN NAIL SPACING
STRUCTURAL SHEATHING
NAIL SPACING@ 12' INFIELD
v
ch -
SINGLE NAIL EDGE SPACING
UPLIFT NAIL SPACING
CONTINUOUS WALL 11/4' --/ 3112 -
SHEATHING BELOW w/ MIN. LAP BOTTOM
NAIUNGPERW01184.2 CHORD
�TYPICALSHEATHING DETAIL�GABLE END SHEATHING DETAIL
V V U I "=1 F,a name V V UG scars F name
1 /2" =1'-0" WG W-010 1 /2"=1'-0.. WGG-020
®el�r_narr9a7amaa
W50 CALIFORNIA CORNER
EXT. WALL PER
■
W51 INTERIOR WALL CONNECTION TO EXT WALL
IDP CRIPPLES @ HEP
CENTERED IN OPENINI
CRIPPLES
(2) 2x TOP PLATES
STUDS @ 16" O.C. U.
8d NAILS @ 3" O.C.
WINDOW & THESE SHI
EDGES.
(1) JACK STUD U.N.0
(1) KING SIlID U.N.O.
8d NAILS @ 3" 0-C.
WINDOW & THESE SITI
EDGES.
(1) 2x SILL TOE NAIL
SIDE TYPICAL
BOTTOM CRIPPLES 16
OPENING WITHOUT EN
TYPICAL OPENING w/
n} REDUCED UPLIFT CAPACITY
W0,3 N.TS 2x FRAMING TO BE 2x4 U N O.
PERMISSIBLE TO USE W04 OR W05 IN LIEU OF NO3
TOP PLATE CONNECTOR (CHOOSE ONE):
(2IH2.5A@EA. TRUSS
a (1) SPH4 @ EVERY OTHER STUD @ 2X4 WALLS
1) EA SIDE OF WALL,
(1) SPH6 @ EVERY OTHER STUD @ 2X6 WALLS
UNLESS OTHERWISE NOTED.
b. (2IH2.5A@EVERY OTHER STUD
DOUBLE 1, TOP PLATE
INSTALL ON OPPOSITE SIDES OF PLATE
c. (1)SP2@EVERY OTHER STUD
d. (2ISDWC15600@EVERY OTHER STUD
e. STRUCTURAL SHEATHING & NAILING PER PLAN
MID SPAN BLOCING
BETWEEN EACH STUD
2z STUDS AT 16,
6 O.C.
2X P.T. SOLE PLATE wl11T DIA ANCHOR BOLTS
SHEATHING PER PLAN
(10 + 2) AT 32' O.C. MAX w1 P EMBEDMENT OR 5/8'
DIA EXP. BOLTS AT 24' O.C. w/ INO # ALLOWABLE
BOTTOM PLATE CONNECTOR (CHOOSE ONE):
TENSION MIN OR11TDM.EXP. BOLTS AT24'O.C.
a (1) SPH4 @ EVERY OTHER STUD@ 2X4 WALLS
w/ 12DD # ALLOWABLE TENSION MIN. ALSO AT
(1) SPH6 @ EVERY OTHER STUD @ 2X6 WALLS
CORNERS & JAMB w/ 2X2 PLATE WASHERS
b. (2IH2.5A@EVERY OTHER STUD
SEE DETAILWIOB AND WIOC
INSTALL ON OPPOSITE SIDES OF PLATE
ON SHEET S42 FOR CONNECTIONS
C. (2) SP1 @ EVERY OTHER STUD INSTALL
TO FRAMING.
ON OPPOSITE SIDES OF PLATE
d. (3)SDWC15450SCREWS @EVERY OTHER STUD
e. STRUCTURAL SHEATHING & NAILING PER PLAN
REFER TO FOUNDATION PLAN FOR
FOOTING SIZE AND LOCATION
iur tmrrLLa � Mk
CENTERED IN GUENIN
CRIPPLES
(2) 2x TOP PLATES
SIlIDS @ 16" 0 C. U-
8d NAILS @ 3" O.C.
WINDOW & THESE SH
EDGES-
(I) JACK STUD U.N.0
(I) KING STUD UJJ.O
8d NAILS 0 3" O.0
-
WINDOW & THESE SH
EDGES.
(I) 2x SILL TOE NAIL
SIDE TYPICAL
BOTTOM CRIPPLES 16
OPENING WITHOUT EN
TYPICAL OPENING w/UPLIFT
W04 TUTS 2x FRAMING TO BE 2x4 UNO.
PERMISSIBLE TO USE W05 IN LIEU OF W04
DOUBLE 2XTOP PLATE
MID SPAN BLOCKING 2x STUDS AT 16' O.C.
BETWEEN EACH STUD
2a SOLE PLATE SECURED TO SLAB wl
TIT DIA ANCHOR BOLTS @ 32' O.C. SHEATHING PER PLAN
MAX. OR 3' POWDER ACTUATED REFER TO FOUNDATION PLAN
FASTENERS ORTAPOONS @ 16' O.C. FOOTING SIZE AND
FOOTOR FOOT
SEE DETAIL WIOBAND W10C FOR
ON SHEET S4.2 FOR CONNECTIONS TO
CATION
FRAMING.
10' LAP (fYP.)
#5 REBAR, ON.
IN BOND BEAM
BOND BEAM PER PLAN
#5 REBAR VERTICAL
LAPPED 25' MIN. U.N.O
#5 REBAR VERTICAL IN
SOUDAUEDCELLS,
(SEE PLAN)
#5 REBAR VERTICAL
LAPPED 25' MIN. U.N.O.
3' x S' CLEAN OUTAT
ALL FILLED CELLS
SEE FOUNDATION PLAN AND
DETAILS FOR FOOTING
REINFORCING.
10' LAP(".)
W1 n LOAD BEARING WALL w/ UPLIFT m 1A111 LOAD BEARING WALL w/o UPLIFT W1-* TYPICAL FILLED CELL DETAIL
k .a
WGW-104 1 /2"=1'-0" WGW-110 1 /2" =GM-1'-0" W190
FULL HEIGHT BL000G
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL
CONTINUOUS AIM
OR BAND JOIST
FRAMING
PERPENDICULAR TO
LOAD BEARINGWAUw/
BRACED WALL LINES
LOAD BEARING WALL w/
STRUCTURAL SHEATHING CONT.
STRUCTURAL SHEATHING CONT.
PAST FLOOR, EDGE NAIL AT SILL
Y,,
?, BdNAIL@6'O.C.ALONG
PAST FLOOR, EDGE NAILAT SILL
BRACED WALL PANEL
BRACED WALL PANEL
2X6P.T.PLATE SET IN
2XII P.T. PLATE SET IN
CONTINUOUS BED OF SEALANT
16d NAILS @ e O.C. ALONG
CONTINUOUS BED OF SEALANT
w/ ANCHOR BOLTS OR STRAPS,
BRACED WALL PANEL
w/ ANCHOR BOLTS OR STRAPS,
SEE GENERAL NOTES
SEE GENERAL NOTES
FRAMING
PERPENDICULAR TO
BRACED WALLUNES
BEARING PER PLAN
BEAIBNG PER PLAN
FULL HEIGHT BLOCING
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL
�1� Ol BRACED WALL PANEL PERP TO FLOOR/CEILING FRAMING 8/27/2021
vv I Vo 1-1e F;,aNama
1 /2"=1'-0" W G W-102
FULL HEIGHT BLOT
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL FULL HEIGHT BLOCIONG
- CONTINUOUS RIM @ 16' O.C. ALONG
OR BAND JOIST BRACED WALL PANEL
8dNAIL@6'O.C.ALONG TOENAIL (3) Sd NAILS @
BRACED WALL PANEL EABLOCIONGMEMBER
— BRACED WALL PANEL BRACED WALL PANEL
16d NAILS @ 4' O.C. ALONG
BRACED WALL PANEL
ADDITIONAL FRAMING 0)16d NAILS @ EA. BLOCKING
MEMBER DIRECTLY BELOW MEMBER, SEE PLAN AND COVER SHEET
BRACED WALL PANEL FOR ADD91ONALCRAWIIBASEMENT
CONDITIONS ATTACHMENTS
BRACED WALL PANEL PARALLEL TO FLOOR / CEILING FRAMING
S 1 /2'c=1'-0"
_.1EIGHT BLOCING @ 16'
O.C. ALONG BRACED WALL
PANEL, (2)16d NAILS EA. SIDE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+ 1 813.466.3310
Minnesota
6500 City West Pkwy
Suite 300
Eden Prairie, MN 55344
+ 1 612.607.0115
www.fieldstoneae.com
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■ BEJAMIN NIESE, PE
P.E. # 19770IDAHO
03/17/2022
DATE
NAL
�pF�ss oENS�c�G�L�
19770
NJ, �O
6 9�OFV�P �!
MIN N��S
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DRAWN BY: -----------
VERSION: 1.0
SHEET NAME
DETAILS -
MISC.
SHEET #
S4m2