HomeMy WebLinkAboutSDetails 2 V1NOTE: 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
S
ch
3/8"
SINGLE NAIL EDGE SPACING
N 1/2 S
N
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
7116-SHEATHING
6d
6' O.C.
S' O.C.
12' O.C.
ALL
EDGES
SHEARWALL LATERAL LOAD
DESIGN NAIL SPACING
STRUCTURAL SHEATHING
NAIL SPACING@ 12' INFIELD
SINGLE NAIL EDGE SPACING
UPLIFT NAIL SPACING
CONTINUOUS WALL 11/4' --/ 3112' —
SHEATHING BELOW w1 MIN. LAP BOTTOM
NAIUNGPERW01154.2 CHORD
T�TYPICALSHEATHING DETAIL �VO�GABLE END SHEATHING DETAIL
V��, � s�e F�e�ame � s�e F�e�ame
-0" W G W-010 W GG-020
®ei�r_narr9a7amaa
W50 CALIFORNIA CORNER
EXT. WALL PER
■
W51 INTERIOR WALL CONNECTION TO EXT WALL
IDP CRIPPLLS @ HLP
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/
REDUCED UPLIFT CAPACITY
W03 N.TS 2x FRAMING TO BE 2x4 U N O.
PERMISSIBLE TO USE W04 OR W05 IN LIEU OF NO3
iur tmrrLLa � Mk
CENTERED IN OPENIN
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 U.N.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
10' LAP (fYP.)
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 2z TOP PLATE
INSTALL ON OPPOSITE SIDES OF PLATE
#5 AEBAA, CONE.
c. (1)SP2@EVERY OTHER STUD
d. (I SDWC15600 @EVERY OTHER STUD
IN BOND BEAM
e. STRUCTURAL SHEATHING & NAILING PER PLAN
BOND BEAN PER PLAN
MID SPAN BLOCING
BETWEEN EACH STUD
2x STUDS AT 16' O.C.
#5 AEBAA VERTICAL
2x P.T. SOLE PLATE w111T DUt ANCHOR BOLTS
LAPPED 25' MIN. U.N.O.
(10 + 2) AT 32' O.C. MAX w1 P EMBEDMENT OR 516'
SHEATHING PER PLAN
DOUBLE 2x TOP PLATE
#5 AEBAR VERTICAL IN
DIA EXP. BOLTS AT 24' O.C. w11600 # ALLOWABLE
BOTTOM PLATE CONNECTOR (CHOOSE ONE):
ix STUDS AT 16 O.C.
TENSION MINOR 11T DM. EXP. BOLTS AT 24' O.C.
a (1) SPH4 @ EVERY OTHER STUD@ 2X4 WALLS
MID SPAN BLOCK NG
SCUD FILLED CELLS,
w112DD # ALLOWABLE TENSION MIN. ALSO AT
(1) SPH6 @ EVERY OTHER STUD @ 2X6 WALLS
BETWEEN EACH STUD
(SEE PLAM
CORNERS& JAMB w12X2PLATE WASHERS
b. (2IH2.5A@EVERY OTHER STUD
-77
#5AEBARVERTICAL
SEE DETAILW106 AND W10C
INSTALL ON OPPOSITE SIDES OF PLATE
ix SOLE PLATE SECURED TO SLAB w/
LAPPED 25' MIN. U.N.O.
ON SHEET S42 FOR CONNECTIONS
C. (2) SP1 @ EVERY OTHER STUD INSTALL
11T DUt ANCHOR BOLTS @ 32' O.C.
SHEATHING PEA PLAN
TO FRAMING.
ON OPPOSITE SIDES OF PLATE
MAX. T POWDER ACTUATED
T x S' CLEAN OUTAT
d. 0) SDWC15450 SCREWS @ EVERY OTHER STUD
FASTENERS ORTAPCONS @ 16' O.C.
REFER TO FOUNDATION PLAN
ALL FILLED CELLS
e. STRUCTURAL SHEATHING & NAILING PER PLAN
SEE DETAIL W10BAND W10C
FOR FOOTING SIZE AND
LOCATION
SEE FOUNDATION PLAN AND
ON SHEET 54.2 FOR CONNECTIONS TO
DETAILS FOR FOOTING
REFER TO FOUNDATION PLAN FOR
FRAMING.
REINFORCING.
FOOTING SIZE AND LOCATION
10' LAP(".)
w1 o LOAD BEARING WALL w/ UPLIFT W11 LOAD BEARING WALL w/o UPLIFT W19 TYPICAL FILLED CELL DETAIL
1/2"=1'-0" WGW-104 1/2"=1'-0" WGW-110 1/2.1011 " WG
M-190
FULL HEIGHT B1.000GI
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL
CONTINUOUS AIM
OR BAND JOIST
FULL HEIGHT 131.000G
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL FULL HEIGHT BLOCIONG
— CONTINUOUS RIM @ 16' O.C. ALONG
OR BAND JOIST BRACED WALL PANEL
FRAMING
PERPENDICULAR TO
LOADBEARINGWALLwI BRACED WALL LINES LOAD BEARING WALL wI
STRUCTURAL SHEATHING CONT. STRUCTURAL SHEATHING CONT.
PAST FLOOR, EDGE NAIL AT SILL EdNAIL@6'O.C.ALONG PAST FLOOR, EDGE NAILAT SILL Ed NAIL @ 6' D.C. ALONG TOENAIL (3) Sd NAILS@
BRACED WALL PANEL BRACED WALL PANEL EABLOCIONGMEMBER
BRACED WALL PANEL �/ BRACEDWALLPANEL BRACED WALL PANEL
2X6 P.T. PLATE SET IN 2X6 P.T. PLATE SET IN
16d NAILS @ 4' O.C. ALONG 16d NAILS @ 4' O.C. ALONG
CONTINUOUS BED OF SEALANT BRACED eO.C.ALL PANEL CONINUOUSBEDOFSEAIANT BNACED WALL S@fD.CANEL
w/ ANCHOR BOLTS OR STRAPS, w/ ANCHOR BOLTS OR STRAPS,
SEE GENERAL NOTES FRAMING SEE GENERAL NOTES
PERPENDICULAR TO
BRACED WALLLINES
BEARING PER PLAN BEARING PER PLAN ADDITIONAL FRAMING 0)16d NAILS @ EA. BLOCKING FULL HEIGHT BLOCNNG @ 16'
FULL HEIGHT BLOCING MEMBER DIRECTLY BELOW MEMBER, SEE PLAN AND COVER SHEET O.C. ALONG BRACED WALL
CONTINUOUS ALONG LENGTH BRACED WALL PANEL FOR ADD91ONALCRAWL/BASEMENT PANEL ,(2)16dNAILS EA.SIDE
OF BRACED WALL PANEL CONDITIONS ATTACHMENTS
BRACED WALL PANEL PERP TO FLOOR/CEILING FRAMING 8/27/2021
vv 10
1 /2"=1'-0" W G W-102
BRACED WALL PANEL PARALLEL TO FLOOR / CEILING FRAMING
1/2" 1,-0„
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. # 19770 IDAHO
03/17/2022
DATE
NAL
�pF�ss oENS�c�G�L�
19770
NJ xO
OF Q �!
MIN N��S
L-
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VERSION: 1.0
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