REV1 REVIEWED BLD2020-0151_SSSplans Rev2_s2001006SHEARWALL SCHEDULE
SW EXP
Notes apply as called out in table below.
1 Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detail SWB.
2 #MASAP can be installed instead of sill bolts with washers. When replacing'/2"0 sill bolts use 7-10dx1'/2"
nails (minimum nailing) and when replacing 5/8"0 sill bolts use 9-10dxll/2" nails (maximum nailing).
3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d toe nails @ 8"oc for *A35.
4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof
connections see detail SWF.
5 See detail SWB.
6 Abutting panel edges require a 2-2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud.
7 See detail DSW.
8 The plate washer shall extend to within 1/2" of the edge of the bottom plate that receives the sheathing or rim.
At double -sided shearwalls, stagger on both plate edges.
SHEAR FLOW CONNECTIONS / SPACING
S
SILL -TO -
FLOOR -TO -
ROOF -TO -
WALL BASE PLATE
CALL
FOUNDATION 1, 2
SILL &WALL
WALL 4
5
OUT
5/8"0 @ 60"oc or
*A35 @
*H1 @
16d @ 10"oc
A
1/2"0 @ 60"oc
48"oc 3a
24"oc 4a
5/8"0 @ 60"oc or
*A35 @
*LS50 @
16d @ 6"oc
B
1 " "oc
/20 @40
24"oc
36"oc 4b
5/8"0 @ 40"oc or
*A35 @
*LS50 @
16d @ 4"oc
C
1/2"0 @ 24"oc
16 oc
24 oc 4b
5/8"0 @ 24"oc or
*A35 @
*LS50 @
16 @ 2��oc
C
G
1/2"0 @ 16"oc 8
12"oc
12"oc 4b
5/8"0 @ 12"oc or
*A35 @
*LS50 @
2-16d @ 2"oc to 4x
C
r
1/2"0 @ 8"oc 8
6"oC
8"oc 4c
rim/blkg
HOLDOWN SCHEDULE
N
WALL SHEATHING
CALL
OUT
SHEATHING
THICKNESS
EDGE
NAILS
6
7/16"
8d @ 6"oc
4
7/16"
8d @ 4"oc
2
7/16" 6
8d @ 2"oc
15
15/32" both
sides 6,7
10d @ 2"oc
1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall.
See Deatil MHE
2 Fasten to the end framing members of the shearwall, u.n.o.
3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required.
4 Provide the minimum embedment and edge distances specified by the manufacturer.
5 Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o.
6 See detail HDNfor installation.
HOLDOWN / STRAP
FOUNDATION
1, 2, 4, 6
FASTENERS 5
ANCHOR 1, 3, 4, 6
COMMENTS
:#STHD14/14RJ
30-16d sinker
N/A
:#HDU14-SDS2.5
36 - *SDS'/4x2'/2
1"$T.R.
6x6 Min Post, See detail RFA
#HTT5KT
26 - *SD #10x21/2
#SB5/8"x24
#MSTC40
36-16d sinker
N/A
equal number of nails to both connected
elements
#MST60
46-16d sinker
N/A
equal number of fasteners to both
connected elements. 4x6 Min Post
#MSTC66133
56-10d sinker
N/A
See detail SB
(2) #MSTC66B3
56-10d sinker
N/A
see detail SB 6x8 Min Post
THIS IS INTENDED TO DRAW ATTENTION TO
FREQUENTLY EXPERIENCED DIFFICULTIES IN CONSTRUCTION:
• LONG LEAD ITEMS
• DIFFICULT FIELD RETROFITS
• LIMITED OPTIONS FOR RETROFITS
WNG I WARNING
GENERAL STRUCTURAL NOTES
CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or
other codes required by the governing jurisdiction.
PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve
the integrity of the structure throughout its lifetime.
INSPECTIONS Notify Building Department for inspections required by local jurisdiction.
SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid
undisturbed level soil devoid of any organic material and below indicated frost line.
COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and
debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent
of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures.
BACKFILL shall be free draining and without organic material and debris from one of the following soil
classes SM-SC, SM, SP, SW, GC, GM, GP, and GW.
FOUNDATIONS AND RETAINlM WALLS Extend footings to undisturbed bearing soil. Do not backfill until all
slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement.
There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds
the wall height.
SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors
4"). Use 3"x3"x0.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6
feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece.
CONCRETE fc = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or
unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a
maximum of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials
shall be prevented through proper handling and placement.
REINFORCING STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be
Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded
wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices.
CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o.
See applicable detail(s): RI
FOOTING DRAINAGE Footing drainage per IBC section 1805.4.2 & IRC section R405.1.
WOOD FRAMING in contact with concrete or masonry, or exposed to weather, shall be pressure treated.
Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations.
CONNECTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact
with pressure treated wood shall be hot -dipped zinc -coated galvanized.
EXCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate
preservative treated wood in an interior, dry environment shall be permitted.
SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to "WWPA GRADING
RULES FOR WESTERN LUMBER", latest edition:
BEAMS, POSTS, RAFTERS, JOIST
6X and wider DF#1
4X DF#2
2x 10 and greater DF#2
2x 8 and smaller HF#2
WALL STUDS
2x HF#2
ENGINEERED WOOD shall meet the following minimum properties:
Callout E x 106 (psi) Fb(psi) Fc par (psi) Fc gerg (psi) Fv(psi)
LSL 1.55E 1900 2050 900 310
PSL 2.2E 2900 2900 625 290
Engineered wood products shall be protected from moisture to preserve their structural integrity.
Provide temporary bracing to avoid permanent deflections resulting from drying under construction
dead loads.
I -JOISTS Connect I -joist to plate using one 10d (0.131" x 3") nail on each side of bottom flange; drive nails
at an agle at least 1 1/2" from end. Connect 1 1/4" LSL rim to I -joists with one 10d (0.131" x 3") nail into
top and bottom flange. Full -depth blocking between joists over shearwalls shall be 1 1/4" min LSL.
TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall
be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o.
If truss layout is changed by manufacturer, please notify this office.
See applicable detail(s): GEB
OVER -FRAMING Unless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc.
Post down w/ 2x4 @ 48" oc, staggered. Brace posts over 6'-0" tall perpendicular to wide face.
WALL FRAMING & BEARING Walls shall be 2x studs at 16"oc max with double 2x top plate, and 2x base
plate (exterior walls shall be 2x6 u.n.o. & interior walls shall be 2x4 u.n.o.).
Parry walls shall be parallel walls with a 1" gap between. Each wall shall be framed with 2x4 studs at 16"oc
max with double 2x top plate, and 2x base plate.
Block all supports solid to the foundation.
See applicable detail(s): BHS TPS
Full cavity blocks shall be required where parry walls intersect exterior walls.
See applicable detail(s): EPI
BEAM PENETRATIONS Allowable beam penetrations shall be made in the middle third of the span and the
middle third of the depth. Contact this office for any penetration outside the allowable area.
See applicable detail(s): BP POF
N.T.S. WNG
GENERAL STRUCTURAL NOTES continued
WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their
intended application (group 5 species not allowed).
SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter
designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the
number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number
designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding
engineering calculations.
Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See
Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs
shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate
nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not
provide full bearing. Construct cripple walls same as the shearwall above, and gable -ends same as the
shearwall below.
Rated sheathing:
7/16" OSB rated with a 24/16 span rating.
1/2" CD with a 32/16 span rating.
See applicable detail(s): SWE
ROOF DIAPHRAGM Install either OSB or CD sheathing:
7/16 OSB rated sheathing with a 24/16 span rating;
panel clips required when spacing is greater than 20" oc.
1/2" CD rated sheathing with a 32/16 span rating.
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows
half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports
with 8d @ 12"oc, blocking not required u.n.o.
FLOOR DIAPHRAGM Install minimum
23/32" rated Sturd-I-Floor T&G with a 24oc span rating.
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half
the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior
supports with 10d @ 12" oc, blocking not required u.n.o.
See applicable detail(s): CSP
COLLECTORS Diaphragms shall be nailed continuously to drag struts, drag trusses and other collector
elements at boundary spacing, u.n.o.
See applicable detail(s): DTC CS
CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "#", indicates a hardware
connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities
from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an
equivilent or greater capacity selection. Install per the manufacturer instructions.
Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized.
NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification
for Wood Construction (NDS) u.n.o.
HOLDOWNS See the HOLDOWN SCHEDULE.
See applicable detail(s): HDN HOC
POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s)
U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam.
HANGERS Model numbers will be specified on the plans for conditions that require more than minimum
capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific
model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or
shimming of beam not allowed unless specified.
JOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
and/or construction review services related to the contractor's safety precautions or to means, methods,
techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site
visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible
for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
employees, or for access, visits, use work, travel, or occupancy by any person.
OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound
Structural Solutions Inc. These drawings may not be used in whole or in part by any person without permission
of Sound Structural Solutions Inc.
MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall
provide temporary bracing as required until all permanent connections and stiffenings have been installed.
Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
PLAN INSTRUCTIONS
READ THIS FIRST
These plans are organized so that more detailed or specific information is found in the
same way by following the direction shown below:
GENERAL STRUCTURAL NOTES
SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more
specific information.
SCHEDULES
DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more
specific information.
DETAILS
PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
specific information.
PLANS
See the SYMBOL LEGEND as well as ABREVL4TIONS AND ACRONYMS for other additional
information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note,
indicates that the information specified shall apply in all similar conditions.
IF YOU HA VEA NY QUESTIONS OR CONCERNS CONTA CT US IMMEDIA TEL Y.l
We can be reached immediately by phone: (425) 778-1023
For less pressing questions, email us: inbox@ssseng.com
Please help us get to your plans by having this job number handy: s2001006
ABBREVIATIONS AND ACRONYMS
ABV
ABOVE
E.S.
EACH SIDE
O.C.
ON CENTER
A. B.
ANCHOR BOLT
E.W.
EACH WAY
P.T.
PRESSURE TREATED
BLW
BELOW
EA
EACH
REINF
REINFORCEMENT
BLK
BLOCK
E. N.
EDGE NAILING
REQD
REQUIRED
BLKG
BLOCKING
EMBED
EMBEDMENT
SCHED
SCHEDULE
B.N.
BOUNDARY NAILING
EXIST
EXISTING
SIM
SIMILAR
BTM
BOTTOM
FDN
FOUNDATION
STD
STANDARD
BRG
BEARING
FLR
FLOOR
STRUCT STRUCTURAL
BTWN
BETWEEN
FRMG
FRAMING
SW
SHEARWALL
CLR
CLEAR
FTG
FOOTING
THRU
THROUGH
CLTR
COLLECTOR
G.T.
GIRDER TRUSS
TYP
TYPICAL
CONC
CONCRETE
GR
GRADE
U.N.O.
UNLESS NOTED
CONN
CONNECTION
HORIZ
HORIZONTAL
#
OTHERWISE
CONT
CONTINUOUS
MAX
MAXIMUM
VERT
VERTICAL
CTR
CENTER
MFG
MANUFACTURED
w/
WITH
DBL
DOUBLE
MIN
MINIMUM
w/o
WITHOUT
DET
DETAIL
o/
OVER
W.W.F.
WELDED WIRE FABRIC
E. E.
EACH END
oc
ON CENTER
DESIGN CRITERIA
Governing Code 15 IBC Risk Category II
Wind Design Data
Basic Wind Speed (3 sec gust) mph
110
Surface Roughness
B
Wind Exposure Category
B
Earthquake Design Data
Seismic Importance Factor, 1,
1.00
Site Classification
D
Short Period Acceleration, S,
1.263
1-Second Acceleration, S1
0.494
Seismic Design Category
D
Spectral Response Coefficient, Sps
0.842
Spectral Response Coefficient, SDI
0.496
Gravity Load Data
Roofs: loads are psf
Dead Live Snow
Rafters'
*Pitches <_ 8:12 15 0 25
Trusses (pitched)
*Pitches 5 8:12
Top Chord
10
0
25
Bottom Chord
5
0
0
Floors:
loads are psf
Dead
Live
Snow
Joistss
12
40
0
Internal Pressure Coefficient +/-
0.18
Topographic Factor, Kt
1.00
Wind Importance Factor, I
1.00
Seismic Force Resisting System
ITable 12.2-1: A-13
2010 Equiv. Lateral Force Procedure
Response Modification Factor, R
6.5 Transverse
6.5 Longitudinal
Seismic Response Coefficient, CS
0.130 Transverse
0.130 Longitudinal
Seismic Base Shear, V
1 25605 Ibs
Notes apply as called out in table above.
1 Rafters of sawn lumber or wood I -joists.
2 Roof has direct access and is intended to be used by occupants as living space.
3 Dead load includes 5psf for photovoltaic panels.
4 Slope top chords to drain; see architectural plans.
5 Joists of sawn lumber or wood I -joists.
Soil Data
Allowable Soil Bearing 12000 psf
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
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This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
S1
FDN
#A35
SILL PLATE
FDN
POST #A35, TYP
VAPOR BARRIER SILL PLATE
A #A35 PER SECTION
FDN SILL PLATE AT CORNER
FDN
#A35, TYP
SILL PLATE
FDN CORNER
WHERE APPLICABLE AT WALL
SECTION A
PAF POST AT FOUNDATION
N.T.S. PBBC
THICKNESS
STEEP
EXCAVATII
WILL ALLC
STEPPED FOOTING
N.T.S.
SLAB
0
117`3" CLR
Cfll TrC AC nCnn
12" MIN
1— (2)#4 CONT
16" BRG
SOIL
TSF THICKENED SLAB FOOTING
L_J
N.T.s. TSFA
POST
BASE
FOUNDATION
SOLID PACK
NON -SHRINK GROUT
%" 0 EXPANSION ANCH w/
6" MIN EMBED
PB - POST BOTTOM CONNECTION
N.T.S.
HOLDOWN
HOLDOWN ANCHOR e I ANCHOR
EMBEDDED
e I �/
FOUNDATION WALL EMBEDDED STRAP � �
MINIMUM STEM HEIGHT I I\
REQUIRED TO ACCOMMODATE
c
ANCHORAGE PER
HOLDOWN SCHEDULE
FOOTING I DEEPEN FOUNDATION AS REQD TO
ACCOMODATE FOR HOLDOWN
L — — — EMBEDMENTS INTO WALL
M H E MINIMUM HOLDOWN EMBEDMENT
N.T.S.
STD 900 HOOK INTO
INTERSECTING GR BEAM
•
•
MHE
GR BEAM
FOOTINGS REINF
MATCH HORIZ
REINF
V-6" CORNER BAR @ ALL
OUTER REINF
f— REINF
STD 900 HOOK INT MATCH HORIZ \
INTERSECTING GR BEAM
ALTERNATE EA BAR 11-611 CORNER BAR @ ALL
OUTER REINF
REINFORCEMENT AT INTERSECTIONS
N.T.S.
a
ck
HOLDOWN POST
I
31
�--
I A.B. PER PLAN
7", MIN
STEM WALL SHALL
BE 2'-0" DEEP MIN
1'-0"
(2) #4 HORIZ CONT
@ TOP OF WALL
i2" CLC,
TYP T X" x 3" x 3"
1' 0" A36 BRG PLATE
w/ DBL NUT
'�
(4)#4xl I
Bn4"
SECTION A -A
REINFORCED FOUNDATION ANCHOR
3/4" = V-0"
RFAC
P.T. SILL PLATE
#4 CONT w/in
& A.B.
TOP 12" OF WALL
CONC STEM WALL
8" U.N.O.
CTRD ON FTG, U.N.0,
FINISH GRADE
4'-6" MAX #4 @ 48"oc
16" MIN VERT
#4 @ 48"oc
DOWELS w/ MAX
#4 AT BTM
14" EXTENSION BETWEEN
CONC SLAB
INTO WALL & STD GRADES 18"
ON GRADE
HOOK IN FTG j MIN
CONC FTGy/��\' �—►—�
16"x8"Wit �� 3" CLR
(2) #4 CONT, BRG SOIL— I I=1 I I
U.N.O.
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
EMBEDMENTS
FWS FOUNDATION WALL - STEM
N.T.S.
8" U.N.O.
#4 CONT w/in
TOP 12" OF WALL
T-0" MAX
I VERT
16" MIN
2'-0"
DEEPEN AS
MAX
REQUIRED
BETWEEN
FOR HOLDOWN
GRADES
ANCHORS
1
FWSC
P.T. SILL PLATE
& A.B. CONC SLAB
ON GRADE
CONC STEM WALL
CTRD ON FTG, U.N.O.
#4 @ 48"oc
DOWELS w/
14" EXTENSION
INTO WALL & STD
HOOK IN FTG
CONC FTG
24" x 10" w/ „ 1 •
LR
(3) #4 CONT, 'III�y 13 CI
U.N.O.
_I r
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
EMBEDMENTS
FWSP FOUNDATION WALL - STEM (@ PARTYWALL)
N.T.S. FWSJ
P.T. SILL PLATE
(2)#4 CONT
& A.B.
@ TOP OF WALL
CONC STEM WALL
8" U.N.O.
CTRD ON FTG, U.N.C.
#4 @ 16"oc
VERT
FIN\\ j
4'-6" MAX
/ #4 @ 16"oc 2'-0"
30" MIN #4 CONT
DOWELS w/ MAX
@ 10" oc HORIZ
14" EXTENSION BETWEEN
CONC SLAB
INTO WALL & STD GRADES 18"
ON GRADE
HOOK IN FTG MIN
(2)#4 CONT
@ BTM OF WALL
CONC FTG1//VO!
24" All w/ •
(3) #5 CONT, , , 3" CLR
TOP & BTM I I I�� I— I'IR 11
U.N.O. �1— 2, 17-L �II1-
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
EMBEDMENTS
-DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH
FWX FOUNDATION WALL - STEM
N.T.S.
my
FOOTING SCHEDULE
CENTER UNDER CONCENTRATED LOAD U.N.O.
FOOTING SIZE
REINFORCEMENT
ID
WIDTH
LENGTH
THICKNESS
LONGITUDE
TRANSVERSE
(Transverse)
(Longitude)
F3
T-O"
3'-0"
10"
(4) #4's
(4) #4's
LONGITUDE REINF
TRANSVERSE REINF POST TO FTG
FTG @ WALL
THICKNESS
i
LENGTH
WIDTH (LONGITUDE) FTG @ WALL CORNER
(TRANSVERSE)
PLYNTH ON FTG
=TG FOOTING, TYPICAL
N.T.S.
A B C
FRMG
c�
HORIZ BP
VERT
2 COVER
@ VERT &
DOWEL •
CONCRETE WALL
DOWEL w/ •
900 HOOK
EXTENDED TO TOE
a
CONCRETE SLAB I
H
CONCRETE FOOTING T
D
3" COVER
� CONT
'III 1-1-1 1 1 1 1 1 1 1. I I I I I I BRG SOIL I I I 11 1-1
DRAINAGE PER CODE
FOUNDATION WALL - CANTILEVER
N.T.S.
FTGA
�SCHEDULE
Aa 318-14 FWCB 45 2000 0 S
DIMENSIONS
ID
H
A
B
C
D
(FT -IN)
(IN)
(IN)
(IN)
(IN)
4
4-0
12
8
8
10
5
5 0
16
8
8
10
6
6-0
20
8
16
10
7
7-0
24
8
16
12
8
1 8-0
1 32
1 8
20
12
REINFORCEMENT *1
ID
DOWEL
*2
LAP
(IN)
VERT *2
HORIZ
CoNr
4
#4 @ 10
22
#4 @ 10
#4 @ 12
#4 @ 10
5
#4 @ 10
22
#4 @ 10
#4 @ 12
#4 @ 10
6
#4 @ 6
22
#4 @ 12
#4 @ 12
#4 @ 10
7
#5 @ 8
40
#5 @ 16
#4 @ 12
#4 @ 10
8
#5@6
40
#5@12
#4@12
#4@10
*NOTES:
1 Clear cover requirements (3" to soil, 2" to forms in all other locations)
2 DOWEL and VERT may be the same piece provided the size and
spacing of the DOWEL is used
FWCB
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
M
Q � O
H00
J
p w Ln
[.� f V
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This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
S2
(8)16d EVENLY SPACED, 16d @ 16" oc BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG
TYP U.N.O. TYP FACE NAILS BEAM LENGTH OF COLLECTOR LENGTH OF COLLECTOR
1" GAP DISCONTINUOUS #CS16 w/,
DBL TOP PLATE (13) 8d NAILS EA END
1 7
WALL BASE PLATE NAILS 1" GAP WALL BASE PLATE NAILS
SHEARWALL ABOVE � POST COLLECTOR
DIAPHRAGM PER
DIAPHRAGM NAILING SHEARWALL ABOVE DIAPHRAGM NAILING DIAPHRAGM MIN 2x STRUCT NOTES
4 x 6 #SDS SCREW @ 16" oc DIAPHRAGM 4 x 6 #SDS SCREW @ 16" oc INTERMEDIATE FRAMING ABUTTING PANEL EDGES
RIM JOIST TO DOUBLE TOP RIM JOIST TO DOUBLE TOP
PLATE AT SHEARWALL PLATE AT SHEARWALL JOIST ' 4'-0" MIN
x r
JOIST � SPLICE ~I
#A35 PER SW
TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE DTC DIAPHRAGM TO COLLECTOR
JOIST #A35 PER SW JOIST SCHEDULE N.T.S. DTCA
SCHEDULE
2- 2x RIM/SOLID BLOCK 2- 2x RIM/SOLID BLOCK TPS DOUBLE TOP PLATE SPLICE
N.T.S. TPSA SSS Number:
SHEARWALL SHEARWALL s2001006
SHEATHING SHEATHING EXTENT OF EXTENT OF
Project Name:
STEP LESS THAN 12" 12" DIAPHRAGM STEP SHEARWALL SHEARWALL TPS SWF SWR
DBL 2x STUD CRIPPLE STUD DOUBLE TOP PLATE 22810 Edmonds Way
PW PARTY WALL SHEARWALL EDGE NAILING SW SHEATHING
Owner:
NTS Michel Design
HOLDOWN HEADER HEADER
EMBEDDED
STRAP
WINDOW Project Location:
STRAP SHOWN OPENING 22810 Edmonds Way
DIAPHRAGM NAILING (TYP) AR UND CORNER Edmonds, WA 98020
4 x 6 #SDS SCREW @ 16" oc ROOF DIAPHRAGM ��DOOR
DOUBLE TOP PLATE TO 4x STUDS PER
HOLDOWN SCHED ENI
SW SHEATHING Design Professional:
BLKG AT SHEARWALL
Amy Thomas
EDGE NAILING KING STUD
TRIMMER STUD
DIAPHRAGM COLLECTOR 2x STUD
TRUSS
#A35 PER SW
TRUSS SCHEDULE
O
NAIL SHEATHING TO COLLECTOR #LSTA24 OR #CS16 w/
„ FASTENERS PER MEMBER MIN (g) -10d HOEDOWN
#A35 @ 48 oc �� �� SWB SWF
4x4 BLKG w/ 0.148 x 3 2x STUD ANCHOR 4 x 4 IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE
NAILS @ 6 oc
COMPRESSION U.N.O. OR HOLE THAT CAN BE ADDED TO A SHEARWALL
1" OSB BLOCK IN PARTY WALL GAP BLOCK, TYP (2) / x 6 #SDSNO
SHEARWALL i ��
SHEATHING PSCREWSLATE
CLTR TOP FSWE� SHEARWALL ELEVATION o �
PLATE TOCLTR HOC HOEDOWN AT CORNER oo
WALL N.T.S. DRDDD
J
PWR PARTY WALL SHEARWALL @ ROOF CS3 COLLECTOR SPLICE AT PARTY WALL N.T.S. HOCA o w N
NTS N.T.S. _ va
#LS50 @ SHEARWALLS #LS50 @ SHEARWALLS z
ROOF DIAPHRAGM
PER SCHED PER SCHED 0
PER STRUCT NOTES U
PARTY WALL w/ STORYABOVE EDGE NAILS0(�
cnSTEP IN DIAPHRAGM FLOOR DIAPHRAGM r4 0 Z V)
— I ii IFLOOR SOLID IN #H1 @ #H2.5A @ #H1 @ wMIN (5) 2x SHEARWALLS SHEARWALLS �DIAPHRAGM BLKG @OOF ALL ROOF
BOUNDARY NAILS SHEATHING PER COLLECTOR /RIM OR 8x MEMBERS MEMBERS
PER NOTES NOTES WALL U.N.O. @
SHEARWALLS 0
U
300 MIN COLLECTOR / JOIST SHEARWALL a b
2x FLAT BLK w/ #LSTA24 w/ MIN (g) 10d SHEARWALL w/ TRUSS OR RAFTER BEARING U)
DBL ROW OF FASTENERS PER MEMBER — — cn
BOUNDARY NAILS U.N.O. V)
1"OSBBLOCK IN FRMG SWR SHEARWALL ROOF CONNECTIONS x
CA0
PARTY WALL GAP SWRA
TRUSS N.T.S. �
PARTY WALL STRAP STRAP
2x4 BRACE @ 48"oc w/
#A35 AT BTM
DIAPHRAGM PER NAILS PER V
EB GABLE -END TRUSSBRAE COLLECTOR SPLICE STRUCT NOTES SW SCHED WALL BASE W
N.T.S. N.T.S. BEAM WALL BASE EDGE NAILS PLATE CONN`
GEBA CSAG SB STRAP TO BEAM DOUBLE STRAP CONDITION FLR RIM/BLKG PLATE CONN (SW ABOVE) (SW ABOVE)
N.T.S. (OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER rt,
Cie
COLLECTOR STRUCT NOTES r) 2
4 OR
EDGE NAILS #CS16 w/ RIM/BLKG ��� �,��� L MIN (g)
DIAPHRAGM FASTENERS PER MEMBER PROVIDE #A35 PER EDGE NAIL
U.N.O. PROVIDE
BLKG @ 48"oc SW SCHED (SW BELOW) BLKG @48" oc
MSTC 5 w/ JOIST -WALL DOUBLE -SIDED SHEARWALLS w/ JOIST -WALL
STRAP � — � 4/6 HTTSKT PARALLEL � PARALLEL This space reserved for
COLLECTOR/RIM COLLECTOR INTERIOR SHEARWALLS, & governing jurisdiction stamps
I 2 4" EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL
BEAM OPTIONAL STRAf SWFJ SHEARWALL FLOOR CONNECTIONS
LOCATION WALL LOCATION CS1 COLLECTOR SPLICE STRAP MAY BE
LOCATED N.T.S. SWFA
N.T.S. CSAB ON INSIDE
SHEATHING PER MSTC STRAP -(A) HTT5KT- A
SCHED
WALL BASE WALL
PARTY WALL WALL PLATE CONN
SHEATHING PER TOP PLATE 3 3 2x STUDS U.N.O.PER SW SCHED DIAPHRAGM PER
() 7/6 ANCH PER STRUCT NOTES
SCHED WALL STUD OR POST 2" 2 4 SW SCHED RIM/BLKG
(4x MIN) o ANCH PER
ADJACENT TO 2x4 CONTINUOUS 2x SILL U.N.C. SW SCHED
WALL FRMG PARTY WALLS TOP PLATE; NO 6x6 HDU14 PER SW SCHED EDGE NAILS
STHD14 zx SILL U.N.O. ORIGIN DATE: 1/31/2020
GAP PARTY WALL BREAK AT GAP PER SW SCHED
OV
CONSTRUCT AA EXTERIOR TOP PLATE END STUD FDN FDN REVISED: 1/12/2021
IS CONTINUOUS EXTERIOR WALL
PARTY WALLS TO ACROSS GAP FIRE BLOCKING
PLAN VIEW SHEATHING PER EXTERIOR WALL STHD14- A HDU14- A o
SCHED PLAN VIEW ELEVATION VIEW - SECTION A -A SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION o
0
N
N
�I
DSW DBL SIDED SW AT ADJOINING WALLS EPI EXTERIOR WALL & PARTY WALL INTERSECTION 'HDNJ HOLDOWNS SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS
N.T.S. DSWA N.T.S. N.T.S. HDNA N.T.S. SWBA L'
0
0
N
N
(2) BAYS 40 BLKG w/
0.148 x 3 NAILS @ 4" oc
1
FASTEN BRACE TO 40 BLKG w/ (6) 0.148 x 3" NAILS
1..r nn"rr
\<
#CS16w/(10)0.148x22
NAILS @ EA END
#A34 TO BTM CHORD OF G.T.
GIRDER TRUSS BRACE
N.T.S.
GIRDER
TRUSS
12" MIN 48" MIN
#CS16 TO
BEAM & BLOCKING
BEAM OR
TOP CHORD OF
TRUSS
2X FLAT BLKG
GIRDER TRUSS
TOP CHORDS
CSB COLLECTOR SPLICE TO BLOCKING
N.T.S.
DEPTH
BOTTOM PLATE
FLOOR SHEATHING
#PSPN58
PLUMBING
FLOOR
#PSPN516
J�7 DBL TOP PLATE Ilhn I
ELEVATION VIEW TOP PLATE NOTCH
PLAN VIEW
#PSPN516 w/
8-16d NAILS II
TOP PLATE, E.
— PLUMBING
#PSPN58 w/
1-8d NAIL INTO
BASE PLATE, E.S.
NOTCH AS
REQUIRED
WALL STUD, TYP WALL STUD,
TYP
BOTTOM PLATE NOTCH
PLAN VIEW
PENETRATION OF FRAMING - EXTERIOR WALL
N.T.S.
FOR PSL & LSL, HOLES MUST BE ROUND AND ARE LIMITED TO 2" DIA. UNLESS APPROVED BY THE ENGINEER
DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUM SPACING
IN THE SHADED AREA OF THE BEAM WITHOUT SHALL BE 2x THE PENETRATIONS IN THIS AREA DO NOT
PRIOR APPROVAL OF THE ENGINEER DIAAARETER OF GER O EHE REQUIRE APPROVAL FROM THE ENGINEER
y DEPTH
y DEPTH E(
y DEPTH
SPAN
SPAN
SPAN
BEAM PENETRATIONS, TYPICAL DETAIL
N.T.S.
N
SPAN
FRMG
CANTIL
FRMG
#CS14 COILED STRAP w/
(24) 0.148 x 2 % NAILS
#MSTC66B3 BENT STRAP w/
(56) 0.148 x 3 NAILS
FRAMING HUNG FROM FRAMING ABOVE
N.T.S.
°r""1 & #C316
.6)10d
-TOWN
Q STUDS
FHFA
REQUIRED STUDS
BEAM
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
(2) 2x4
(2) 2x6
3%x(MANF)
6x & 3-2x (SAWN)
5%x (GLB)
(3) 2x4
(3) 2x6
5%x (MANF)
8x (SAWN)
63/x (GLB)
(4) 2x4
(4) 2x6
7x (MANF)
GIRDER TRUSS
(3) 2x4
(3) 2x6
REQUIRED TRIMMERS
HEADER
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
33/8x (GLB)
2x4
2x6
3%x(MANF)
6x & 3-2x (SAWN)
53/8x (GLB)
----
(2) 2x6
5%x (MANF)
REQD
TRIMMERS
NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM
SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS
1 BEAM & HEADER SUPPORTS
N.T.S.
DIAPHRAGM EDGE NAILING
ROOF SHEATHING
CONTINUOUS DOWN
TO GIRDER TRUSS
2x FULL HEIGHT BLOCK
GIRDER TRUSS Al48 x 3" NAILS @
PER MANUFACTURER 6" oINTO BTM CHORD
(MIN 2-PLY)
COMMON TRUSS #LUS HANGERS SIZED FOR
PER MANUFACTURER BOTTOM CHORD OF TRUSS
RAFTER TO TRUSS
N.T.S.
2x12 RAFTER
2x12 RAFTER
HIP TRUSSES BEYOND
WALL FRAMING
WALL FRAMING
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
M
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This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
S4
#WSWH-TP12 FASTENER QUANTITY:
SWS16150: 14
SWS25600: 2
ATTACH #WSWH-TP PLATE (PROVIDED) ON ONE SIDE
ONLY WITH A COMBINATION OF #SDS 4" x 6" AND
#SWS16150 CONNECTOR SCREWS.
ma.J��s��VSVI
DOUBLE TOP PLATE
%" MAX WOOD SHIM
OPTIONAL 1" DIAMETER BY4" DEEP
COUNTERBORE
ALIGN #WSWH-TP NOTCHES WITH
BOTTOM OF TOP PLATE
#SWS16150
INSTALL WSWF
ON EXTERIOR F
#SDS'
1" DIAMETER
BY 4" DEEP
COUNTERBORE
SWT STRONG WALL TOP CONNECTION
N.T.S.
STRONG WALL DESIGN NOTES
1. STRONG -WALL®/ HIGH STRENGTH WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON
STRONG -TIE COMPANY INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (800)
999-5099, FAX: (925) 847-1597. "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001-2008 REGISTERED COMPANY.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF
THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES
FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF
ANY COMPONENTS FOR THE STRONG -WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER.
7. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS
WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.
8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE.
9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION.
INSTALL #SDS 4" x 6" SCREWS @ AN
nniri THAT PREVENTS THEM FROM EXITING
IDE OF FRAMING; APPROX 300, TYP
LSL COLLECTOR
;WH PER PLAN
SECTION
#WSWH STRONG WALL INSTALLED ON PLACE WSW12x8 OVER THE ANCHOR BOLTS AND SECURE WITH
ANCHOR BOLTS PER MANUFACTURER'S WASHER AND HEX NUTS (PROVIDED). SNUG TIGHT FIT REQUIRED;
RECOMENDATIONS - DO NOT USE AN IMPACT WRENCH. USE 13/2" WRENCH FOR 1" NUT
(2) PAIRS OF #3 HAIRPINS @
4%" oc PER HAIRPIN PLAN
HEX NUT AND
STRUCTURAL WASHER 3" MIN EDGE DISTANCE
TO END OF CONCRETE
r 1%" COVER STEM WALL
V-4" MIN OVERLAP L_J
OF ANCHOR
REINFORCINGJEACH #WSWH ANCHOR
INSTALLED BETWEEN A
PAIR OF ANCHOR
REINFORCEMENT HOOKS
10"x 24" MIN FOOTING L 8" MIN STEMWALL
PER DETAIL SWAR PER DETAIL FWX
SWFC STRONG WALL FOUNDATION CONNECTION
N.T.S.
MINIMUM EXTENSION OF
ANCHOR SPACING + 2"
8" MIN STEM WALL PER DETAIL FWX
INSET STRONGWALL
TEMPLATE 2"
i
2" MIN COVER
2'-4" MIN
3" COVER — • 1 •
FIELD TIE AND SECURE HAIRPINS
DURRING CONCRETE PLACEMENT
(2) #4 HOOKS @ 6" APART CENTERED AT
EACH STRONGWALL ANCHOR LOCATION
(TOTAL OF 4 PER STRONGWALL)
2" MIN COVER EA SIDE OF ANCHOR REINFORCEMENT
3 I.D. I 10" MIN
FTG THICKNESS
6" MIN
EXTENSION
(T'P)
24" FTG WIDTH U.N.O.
SWAR I STRONG WALL ANCHOR REINFORCEMENT
N.T.S.
HAIRPIN PLAN
DO NOT INSTALL
#WSWH W/o
TEMPLATE
EDGE DRILL ZONE
MIDDLE % OF PANEL THICKNESS
HOLES
• MAX. THREE HOLES IN FACE
AND THREE IN EDGE.
• 34"-DIAMETER HOLES, MAX.
• 6" O.C., MIN.
NO EDGE HOLES
ALLOWED IN LOWER
26" OF PANEL
NO HOLES ALLOWED IN TOP 8" OF
PANEL
MAINTAIN 1%" MIN. EDGE DISTANCE
FROM CHASE AND OUTSIDE EDGE,
TYPICAL.
NO FACE HOLES
ALLOWED IN LOWER
46" OF PANEL
HOLES
• 4%"-DIA. HOLES, MAX.
• MAX. OF TWO CF-DIA. HOLES OR
ONE 44"x12" HOLE.
• NO MINIMUM ON -CENTER SPACING
REQUIRED.
NO HOLES ALLOWED IN TOP 8" OF
PANEL
FACE DRILL ZONE
CENTER 4%" OF PANEL FACE AS
SHOWN
12" ABOVE EXISTING HOLE, MIN.
22"
24"
HOLES FOR
WSWH24X7 PANEL ONLY
• MAX. OF ONE 4%"x6" HOLE
• 8" FROM TOP OF PANEL, MIN.
ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES
FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE SMALL
NOTES: HOLES
1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT
FOR ALL PANELS IS 741/2".
2. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL
WASHERS, TWO #WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS.
3. ALL PANELS ARE 31/2" THICK.
TRIM ZONE AND ALLOWABLE HOLES
N.T.S.
LENGTH
DIAMETER
LENGTH
1 36
HS
HS ON HIGH
STRENGTH MODELS
HEAVY HEX NUT
FIXED IN PLACE ON
ALL WSW -AB ANCHOR BOLTS
EAVY HEX NUT
PLATE WASHER
HEAVY HEX NUT
WSWH
MODEL NO.
DIAMETER
LENGTH
le
PANEL MODEL
WSWH12
WSWH-AB1x30
1"
30"
21%"
FROM SIMPSON "https://embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hp1/WSW1.pdf"
SWAB STRONG WALL ANCHOR BOLT
N.T.S.
'RONGWALL
'LATE 2"
nCCTrIU IUnTC
WSWH DESIGNED TO PROVIDE,
GAP BETWEEN LSL AT BASE OF WSW
AND CONCRETE. ENSURE CONCRETE
IS LEVEL AND SMOOTH BENEATH
PANEL. GRIND OR FILL AS NECESSARY,
THE STRONGWALL PANEL MUST BE
INSET 2" FROM THE OUTSIDE FACE
OF THE CONCRETE STEM.
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
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ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
S5
SYMBOL
LEGEND SLEXP
$HOLDOWN MODEL
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
CONCRETE WALL AND CONTINUOUS FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FWS.
F_ —1 F2
SPREAD FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FTG.
L_ J
CONCRETE WALL AND CONTINUOUS FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FWX.
FOUNDATION PLAN
1/4" = V-0° DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
M
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This space reserved for
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ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
S6
PJ>
PJ>
WALL
LINE
A
SW
C4
(2) 2x6
I
(2) 2x6
(2) 2x6
3% x 111/8 LSL
_J
#THA J
4x8 HDR (1-15)
3% x 11% LSL COLLECTOR
4x8 HDR
CS3
SW
C4
WALL
LINE
B
SW
C4
#STHDA
PW
1% x 11% LSL (1-6)
z
c�
#STHD1
o�
o
cn Ln
Ln
cn
C
SW
4x8 HDR 4x8 HDR (1-14)
C4
CS2
PARTYWALL SHALL BE
2X4 STUDS @16" — w/
I
V GAP BETWEEN, TYP
J
a
11%" TJI360 @ 16"oc,
TYP U.N.O. 48 STAIR LANDING
(2) 2x6
STUDS #THA 11%" TJI360 @ 16"oc,
I I TYP U.N.O.
6x6 w/
STUDS
#CCQ @ TOP PB m 2x6
#ABU @ BTM STUDS
#HUCQ —, 111 I I M
RFA
0
3% x 11% LSL (1-4)_
0
U
SW
F15
0
It
RFA
(2) 2x6
- TRIMMERS
3% x 117/8 LSL -10)
ce
0
6x6 w/ CS3 SIMPSON STRONG WALL #STH[
#CCQ @ TOP 7 x 11% PSL COLLECTOR (1-3) (4) 2x6 #WSWH 12x8 33/2 x 11% LSL COLLECTOR
N #STHD14 6x6 w/ PAF pAF 6x6 w/
Ln
#CCQ @ TOP 7 x 11% PSL COLLECTOR (1-12) #CCQ @ TOP
Nz�
FHF 3% x 117/8 LSL (1-1) FHF
ti N ry
#HT1
J J
SIMPSON STRONG WALL z ¢_ TYP SWT � FHF 3% x 11% LSL (1-1)
#WSWH 12x8 ¢ g x x
� cr,
0
x
Ln
V
i+
UNIT 5
UNIT 6
1st FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
WALL
LINE
V
z
J
Q �
gi
SW
JSW C4 4x8 HDR 4x8 HDR (1 13) C4
x 11% LSL CLTR J L
PW 3% x 11% LSL COLLECTOR
e
CS1 CS2
13 / x 11% LSL (1-6)
I
I
I x
4x8 STAIR LANDINJ
I
I
#THA I , 117/g" T11360 @ 16"oc,
I TYP U.N.O.
I
I
I
n m (2) 26
STUDS
(2) 2x6
TRIMMERS
3% x 11% LSL -10)
'40
SIMPSON STRONG WALL
#WSWH 12x8
CS2 6x6 w/ PAF PAF 6x6 w/
\i #CCQ @ TOP 7 x 11% PSL COLLECTOR (1-12) e #CCQ @ TOP
N
J
FHF 33/2 x 11% LSL (1-1)
X X
\ \ �m
SIMPSON STRONG WALL
#WSWH 12x8
0
x
cn
n
UNIT 7
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
WALL
LINE
D
SYMBOL LEGEND SLEXP
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections
per the SHEARWALL SCHEDULE.
#HOLDOWN MODEL
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on
the plans.
INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL
FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 (or 4x6) U.N.O.
on the plan.
J1L_ u
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
SW
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x 11% LSL
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TYP U.N.O.
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#STHD14
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SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
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ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
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SYMBOL LEGEND SLEXP
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections
per the SHEARWALL SCHEDULE.
#HOLDOWN MODEL
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on
the plans.
INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL
FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 (or 4x6) U.N.O.
on the plan.
_J 1 L_ u
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
WALL WALL WALL WALL WALL
LINE LINE LINE LINE LINE
A B C D E
UI\11 U
2nd FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
U11111 O
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
M
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ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
(2) 2x6
TRIMMERS
(2) 26
TRIMMERS
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SYMBOL LEGEND SLEXP
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections
per the SHEARWALL SCHEDULE.
#HOLDOWN MODEL
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on
the plans.
INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL
FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 (or 4x6) U.N.O.
on the plan.
_J 1 L_ u
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
WALL WALL WALL WALL WALL
LINE LINE LINE LINE LINE
A B V
D E
UNIT 6
A FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
(2) 2x6
TRIMMERS
(2) 2x6
TRIMMERS
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
M
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This space reserved for
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ORIGIN DATE: 1/31/2020
REVISED: 1/12/2021
S9