OLD - APPROVED BLD - RESUB 2 BLDG B STRUCTUAL PLANSSHEARWALL 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'/z"O sill bolts use 7-10dx1'/z"
nails (minimum nailing) and when replacing 5/s"0 sill bolts use 9-10dx1�/z" 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 3WALL
WALL 4
5
OUT
5/s"QJ @ 60"oc or
*A35 @
�H1 @
16d @ 10"oc
�/2"O @ 60"oc
48"oc 3a
24"oc 4a
5/s"0 @ 60"oc or
�A35 @
�LS50 @
16d @ 6"oc
6
1 �� ��
/2QJ@40oc
24"oc
36"oc 4b
5/s"O @ 40"oc or
*A35 @
*LS50 @
16d @ 4"oc
C
�/2"O @ 24"oc
16 oc
24 oc 4b
s/s"0 @ 24"oc or
*A35 @
*LS50 @
��
16 @ 2 oc
7/z"0 @ 16"oc g
12"oc
12"oc 4b
5/s"0 @ 12"oc or
�A35 @
�L550 @
2-16d @ 2"oc to 4x
F
�/z"0 @ 8"oc 8
6"oc
8"oc 4c
rim/blkg
HOEDOWN SCHEDULE
j�/
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, �
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.
HOEDOWN /STRAP
FASTENERS 5
FOUNDATION
COMMENTS
1, 2, 4, 6
ANCHOR 1, 3, 4, 6
�STHD14/14RJ
30-16d sinker
N/A
�HDU14-SDS2.5
36 - �SDS'/4x2'/z
1"�T.R.
6x6 Min Post, See detail RFA
*HTT5KT
26 - *SD #iox2�/z
�SBS/s"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
�MSTC66B3
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 � WARNING
N.T.S.
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 it's 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 Q-1557 test procedures.
BACl�ILL 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 RETAI11mVG 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.
SAL 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 Ib sack of cement. Maximum slump is 4". Segregation of materials
shall be prevented through proper handling and placement.
REWORCIIVG 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 DRAZIVAGE 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.
IXCEPTION: 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
ENGID�EERED WOOD shall meet the following minimum properties:
callout E x 106 (psi) Fb si Fc oar (psi) Fc oero (psi) Fv si
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 lOd (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 ESL.
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.).
Party 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 party 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
WNG
structural plans are part of the architectural plans
and not stand alone plans.
GENERAL STRUCTURAL NOTES continued
WOOD STRUCTUtAL 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 DL4PHRAGM 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 lOd @ 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 (NOS) u.n.o.
HOEDOWNS See the HOEDOWN SCHEDULE.
See applicable detail(s): HDN HOC
POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member sizes)
U.N.O. Each connection shall have a minimum of (3)lOd to the post and (3)lOd 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.
]OBSIfE 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.
I �i Of E�Im�r��s
��dld�r� [�evehme�t
York i ��IT �� �
�1�r F4�,'�i
.�d�� �id'�[di
QI� � rr �� � air -- -- -• �� � �I�arat
�� I �ILaIiG� �L�i�L_�1 � 1
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 I/EANY QUESTIONS OR CONCERNS CONTACT US IMMEDIA TEL Y.�
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
EXLSTING
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, Ie
1.00
Site Classification
D
Short Period Acceleration, SS
1.263
1-Second Acceleration, Si
0.494
Seismic Design Category
D
Spectral Response Coefficient, Sps
0.842
Spectral Response Coefficient, Spl
0.496
Gravity Load Data
Internal Pressure Coefficient +/-
0.18
Topographic Factor, Krt
1.00
Wind Importance Factor, I
1.00
Seismic Force Resisting System Table 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
25605 Ibs
Roofs: loads are psf
Dead Live Snow
Raftersl
•Pitches < 8:12 15 0 25
Trusses (pitched)
•Pitches < 8:12
Top Chord 10 0 25
Bottom Chord 5 0 0
Floors: loads are psf
Dead Live Snow
Joists 12 40 0
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 2000 psf
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ----
FDN
#A35
SILL PLATE
AT END
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
coi TrG nc oGnn
STEEP
EXCAVATII
WILL ALLC
STEPPED FOOTING
N.T.S.
TSF THICKENED SLAB FOOTING
N.T.s. TSFA
POST
BASE
FOUNDATION
SOLID PACK
NON -SHRINK GROUT
$" � EXPANSION ANCH w/
6" MIN EMBED
PB -POST BOTTOM CONNECTION
N.T.S.
HOEDOWN ANCHOR � e
EMBEDDED
%' I j�
e I �/
FOUNDATION WALL � �
— I/ �
e
HOEDOWN
ANCHOR
EMBEDDED STRAP
MINIMUM STEM HEIGHT I I\
REQUIRED TO ACCOMMODATE I I ��
ANCHORAGE PER
HOEDOWN SCHEDULE
FOOTING � I DEEPEN FOUNDATION AS REQD TO
ACCOMODATE FOR HOEDOWN
L — — — EMBEDMENTS INTO WALL
MHE MINIMUM HOEDOWN EMBEDMENT
N.T.S.
MHE
#4 CONT w/in
TOP 12" OF WALL
8" U,N.O,
4'-6" MAX #4 @ 48"oc
16"MIN VERT
#4 AT BTM
CONC SLAB
ON GRADE
P.T. SILL PLATE
& A, B.
CONC STEM WALL
fCTRD ON FTG, U.N,O,
FINISH GRADE
DOWELS w/ MAX
14" EXTENSION BETWEEN
INTO WALL &STD GRADES 18"
HOOK IN FTG I MIN
16" x 8" w/ %� 3" CLR
(2) #4 CONT, I I Ic�yy�� I— I I=1 � I
uN,o. �IYf=`�hi�lll,;,lll-
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN
EMBEDMENTS
FWS FOUNDATION WALL -STEM
GR BEAM U N.T.S. FWSC
FOOTINGS REINF
8 U.N.O.
P.T. SILL PLATE
#4 CONT w/in & A.B. CONC SLAB
TOP 12" OF WALL ON GRADE
MATCH HORIZ
STD 90° HOOK INTO REINF � #4 @ 48"oc
3 -0 MAX
INTERSECTING GR BEAM 1�-6�� CORNER BAR @ALL 16" MIN 2'-0" VERT
OUTER REINF DEEPEN AS MAX �/ /. CONC STEM WALL
REQUIRED BETWEEN CTRD ON FTG, U.N.O.
FOR HOEDOWN GRADES ` #4 @ 48"oc
• • ANCHORS � DOWELS w/
14" EXTENSION
REINF \ INTO WALL &STD
HOOK IN FTG
• WALLS • #4 AT BTM �
i
CONC FTG % � �
24" x 10" w/ •
�� �
(3) #4 CONT, �� 3 CLR
STD 90° HOOK INT MATCH HORIZ � U.N.O. �''—�I i1=1 � �I I I I II � II I II � II I II I II I II I II � I� �,I � I, �
INTERSECTING GR BEAM REINF �--� ' "' "'—"'
NOTES:
ALTERNATE EA BAR 1-6 CORNER BAR @ALL -CENTER VERTS AND DOWELS IN STEM WALL
OUTER REINF -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
[ REINFORCEMENT AT INTERSECTIONS EMBEDMENTS
N.T.s. RIAA FWSP FOUNDATION WALL -STEM (@ PARTYWALL)
N.T.s. FWSJ
�� HOEDOWN POST
3g �
I�
�—�—
I A.B. PER PLAN
7", MIN
STEM WALL SHALL
BE 2'-0" DEEP MIN
1'-0"
(2) #4 HORIZ CONT
@ TOP OF WALL
1Z' CLC,
TYP F' %" x 3" x 3"
1'-0" A36 BRG PLATE
w/ DBL NU((T''��
(4)#4xll
8 4„
REINFORCED FOUNDATION ANCHOR
RFAC
P.T. SILL PLATE
(2)#4 CONT
& A.B.
@ TOP OF WALL
CONC STEM WALL
8 U.N.O.
CTRD ON FTG, U.N.O.
#4 @ 16"oc
VERT
� FINISH GRADj�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 FTG � I •
24" x 12" w/ •� � -
(3) #5 CONT, 3" CLR
TOP &BTM BRG SOIL— � �=1
u.N.o. „I I I� � �I I I_
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN
EMBEDMENTS
-DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH
FWX I FOUNDATION WALL -STEM
N.T.S.
FWX
FOOTING SCHEDULE
CENTER UNDER CONCENTRATED LOAD U.N.O.
FOOTING SIZE
REINFORCEMENT
ID
WIDTH
LENGTH
THICKNESS
LONGITUDE
TRANSVERSE
(Transverse)
(Longitude)
F3
3'-0"
3'-0"
10"
(4) #4's
(4) #4's
LONGITUDE REINF
TRANSVERSE REINF POST TO FTG
FTG @WALL
THICKNESS
LENGTH
WIDTH (LONGITUDE) FTG @WALL CORNER
(TRANSVERSE)
� PLYNTH ON FTG
FOOTING, TYPICAL
N.T.S.
DRAINAGE PER CODE
FWC I FOUNDATION WALL -CANTILEVER
N.T.S.
FTGA
SCHEDULE
ACI 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
8-0
32
8
20
12
REINFORCEMENT *1
ID
L10WL-1
*2
LAP
(IN)
VERT *2
HORIZ
CONY
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
*NorEs:
1 Clear cover requirements (3" to soil, 2" to forms in all other locations)
2 DOWEL and VERT maybe 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
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ----
0
0
,--�
0
0
N
C/]
cn
I
v'I
M
.--i
.--i
O
O
N
(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
DISCONTINUOUS #CS16 w/,
DBL TOP PLATE (13) 8d NAILS EA END
POST COLLECTOR
' I DIAPHRAGM PER
MIN 2x x x STRUCT NOTES
INTERMEDIATE FRAMING ABUTTING PANEL EDGES
' 4'-0" MIN
SPLICE � DTC DIAPHRAGM TO COLLECTOR
DIAPHRAGM TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE
BOUNDARY N.T.S. DTCA
NAILING '._J
TPS DOUBLE TOP PLATE SPLICE
N.T.S. TPSA SSS Number:
s2001006
EXTENT OF EXTENT OF Project Name:
FRAMING SHEARWALL SHEARWALL TPS SWF SWR
DBL 2x STUD CRIPPLE STUD DOUBLE TOP PLATE 22810 Edmonds Way
FLOOR DIAPHRAGM
CONTINUOUS
WALL AT PARTY WALL EDGE NAILING SW SHEATHING
Owner:
Michel Design
HOLDOWN
CSP CONTINUOUS SHEATHING AT PARTY WALL EMBEDDED HEADER HEADER
B
STRAP
N.T.S. CSPA "' Project Location:
STRAP SHOWN WINDOW OPENING Y 22810 Edmonds Way
AR UND CORNER Y Edmonds, WA 98020
STUDS PER DOOR
HOLDOWN SCHED ENI
SW SHEATHING Design Professional:
KING STUD
EDGE NAILING
Amy Thomas
TRIMMER STUD
DIAPHRAGM COLLECTOR 2x STUD
COLLECTOR O
#LSTA24 OR #CS16 w/ '
MIN (9) -10d HOLDOWN L 4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE SWB SWF
COMPRESSION FASTENERS PER MEMBER 2x STUD ANCHOR OR HOLE THAT CAN BE ADDED TO A SHEARWALL
BLOCK, TYP U.N.O.
M
WALL SWE SHEARWALL ELEVATION otA
HOC HOLDOWN AT CORNER N.T.S. DRDDD r"
J
FCS3 COLLECTOR SPLICE AT PARTY WALL N.T.S. HOCA Lon
N
N.T.S. _ J w
ROOF DIAPHRAGM #LS50 @ SHEARWALLS #LS50 @ SHEARWALLS z
PER SCHED PER SCHED
PER STRUCT NOTES OV
N
EDGE NAILS �SS�O�� H
WALL w/ STORY ABOVE Ln
#LSTA24 w/ MIN (9) -10d Z
#H1 @ #H1 @ SHEARWALLS
FASTENERS PER MEMBER SOLID #H2.5A #H2.5A @ ALL
U.N.O. MIN (5) 2x BLKG MIN @ALL SHEARWALLS ROOF
BOUNDARY NAILS SHEATHING PER OR 8x
Loon 3:
PER NOTES NOTES WALL ROOF MEMBERS
MEMBERS E
U.N.O. @ rL CA
p
COLLECTOR / JOIST COLLECTOR RIM SHEARWALLS V
pl
300 MIN 2x FLAT BLK w/ SHEARWALL SHEARWALL w/ TRUSS OR RAFTER BEARING a C
Ul;
>/ DBL ROW OF — — cn
BOUNDARY NAILS
FLOOR DIAPHRAGM FRMG SWR SHEARWALL ROOF CONNECTIONS o
TRUSS CONTINUOUS N.T.S. SWRA
WALL AT PARTY WALL STRAP STRAP
2x4 BRACE @ 48"oc w/
#A35 AT BTM
GEB GABLE -END TRUSS BRACE CS2 COLLECTOR SPLICE �.
DIAPHRAGM PER NAILS PER D V /
STRUCT NOTES SW SCHED WALL BASE
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) z
N.T.S. L—i
(OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER
COLLECTOR STRUCT NOTES �'� zi a ,42
#LSTA24 OR #CS16 w/ RIM/BLKG Is rPe-
MIN (9) -10d EDGE NAILS rt� j�NAL
DIAPHRAGM FASTENERS PER MEMBER PROVIDE #A35 PER EDGE NAIL PROVIDE �� 3
U.N.O. BLKG @ 48"oc SW SCHED (SW BELOW) BLKG @48" oc
MSTC 5 w/ JOIST -WALL DOUBLE -SIDED SHEARWALLS w/ JOIST -WALL
STRAP — 4y16 HTT5KT PARALLEL , PARALLEL This space reserved for
COLLECTOR/RIM7 COLLECTOR INTERIOR SHEARWALLS, & governing jurisdiction stamps
I 2%" EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL
BEAM OPTIONAL STRAi > 01
SWF SHEARWALL FLOOR CONNECTIONS
LOCATION
WALL CS1 COLLECTOR SPLICE STRAP MAY BE
LOCATED N.T.S. SWFA
N.T.S. CSAB ON INSIDE
SHEATHING PER SCHED MSTC STRANA) HTT5KT- A
WALL BASE WALL R E S U B
PARTY WALL WALL PLATE CONN Feb 05 2021
SHEATHING PER TOP PLATE 3 3 2x STUDS U.N.O. i PER SW SCHED DIAPHRAGM PER CITY OF EDMONDS
() 7/6 ANCH PER STRUCT NOTES DEVELOPMENT SERVICES
SCHED WALL STUD OR POST Z— o 2� / ANCH PER SW SCHED
(4x MIN) RIM BLKG DEPARTMENT
ADJACENT TO 2x4 CONTINUOUS 2x SILL U.N.O. SW SCHED
WALL FRMG PARTY WALLS TOP PLATE; NO 6x6 HDU14 PER SW SCHED EDGE NAILS ORIGIN DATE: 1/31/2020
GAP BREAK AT GAP STHD14 2x SILL U.N.O.
PARTY WALL PER SW SCHED
A.A A EXTERIOR TOP PLATE FDN
CONSTRUCT IS CONTINUOUS END STUD FDN REVISED: ----
PARTY WALLS TO EXTERIOR WALL
SHEATHING PER ACROSS GAP FIRE BLOCKING o
PLAN VIEW EXTERIOR WALL STH D 14- A H DU 14- A
SCHED PLAN VIEW ELEVATION VIEW - SECTION A -A SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION o
0
f'V
C/]
�I
DSW DBL SIDED SW AT ADJOINING WALLS EPIJ EXTERIOR WALL & PARTY WALL INTERSECTION HDN HOLDOWNS SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS
N.T.S. DSWA N.T.S. N.T.S. HDNA N.T.S. SWBA M�
0
0
('V
DEPTH
BOTTOM PLATE
FLOOR SHEATHING
#PSPN58
PLUMBING
FLOOR
� #PSPN516
� DBL TOP PLATE III �n I `
ELEVATION VIEW TOP PLATE NOTCH
#PSPN516 w/
8-16d NAILS I
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
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 � DIL4RGER HOOLEHE � � REQUIRE APPROVAL FROM THE ENGINEER
DEPTH
DEPTH
DEPTH
%SPAN
SPAN
%SPAN
BEAM PENETRATIONS, TYPICAL DETAIL
N.T.S.
SPAN
FRMG
CANTIL
FRMG
#CS14 COILED STRAP w/
(24) 0,148 x 2 %NAILS
#MSTC6663 BENT STRAP w/
(56) 0,148 x 3 NAILS
FRAMING HUNG FROM FRAMING ABOVE
N.T.S.
"�""1 & #CS16
6) lOd
TOWN
STUQDS
FHFA
REQUIRED STUDS
BEAM
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
(2) 2x4
(2) 2x6
3%x (MANE)
6x & 3-2x (SAWN)
5%x (GLB)
(3) 2x4
(3) 2x6
5%x (MANE)
8x (SAWN)
6%x (GLB)
(4) 2x4
(4) 2x6
7x (MANE)
GIRDER TRUSS
(3) 2x4
(3) 2x6
REQUIRED TRIMMERS
HEADER
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
2x4
2x6
3%x (MANE)
6x & 3-2x (SAWN)
5%x (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
BEAM &HEADER SUPPORTS
N.T.S.
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ----
0
0
,-�
0
0
f'V
C/]
�I
��
M
.--i
.--i
O
O
('V
WSW-HSR
WSW-HSR_KT
AND WSW -AB
ASSEMBLY
#
1 24
--
HX
2�n
_-
2��� HX ON
°
EXTENSION KIT
-
DIAMETER
° TOP OFCONCRETE
LENGTH
HEAVY HEX NUT
�
LENGTH FIXED IN PLACE ON
1 36
ALL WSW ANCHOR
-
_= Hs
le BOLTS
_-
ANCHOR PER DET SWAB AT FWS
2�" -- HS ON HIGH
1" HIGH STRENGTH ROD
=_
OR PER DET ABE AT FWC
== STRENGTH MODELS
ASSEMBLY le =
MINIMUM CURB/STEMWALL
°
WSW -AB le +
°
°
WIDTH PER DET SWS
__
WSW-HSR le + 2%"
SHEAR REINFORCEMENT
=
-_
21
PER DET SWS
== HEAVY HEX NUT
°
-- FIXED IN PLACE ON
LENGTH
o
--
=-
I � I I I=1 I I-
�
III
SLAB —
� � �
__ ALL WSW -AB ANCHOR BOLTS
le
° HIGH STRENGTH
COUPLER NUT
-_
gT'
I I I
I
--
-_ HEAVY HEX NUT
-_
i
CONCRETE I I I
FOOTING I=
=- PLATE WASHER
6" MIN -
_ _ _
_ _
HEAVY HEX NUT
°
18"
18"
Imo— 36" -1
SECTION VIEW
CURB OR STEMWALL FOUNDATION
FROM SIMPSON "https;//embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpl/WSWi,pdf"
SWA STRONG WALL ANCHORAGE -TYPICAL
N.T.S.
RIM JOIST, BEAM,
OR BLOCKING
IF APPLICABLE
TOP PLATES �
%" MAXIMUM WOOD SHIM,
FOR SHIMS GREATER THAN %",
SEE DET SWH
SWI
�I ®: i�
CONC
�I FOOTING
WSW -TOW SHEAR TRANSFER PLATE
SEE DET TZH FOR ALLOWABLE EDGE
AND FACE DRILL ZONES
WSW12x8
WSW HOEDOWN
HEX NUT AND STRUCTURAL WASHER
DESIGN NOTE
WSW 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,
FROM SIMPSON "https://embed,widencdn,net/pdf/plus/ssttoolbox/5uma4omaj6/WSW2.pdf"
SWC STRONG WALL TO CONCRETE
N.T.S.
WSW
MODEL N0.
DIAMETER
LENGTH
le
PANEL MODEL
WSW12
WSW-AB%x30
%"
30"
26"
FROM SIMPSON "https;//embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpl/WSWl,pdf"
SWAB STRONG WALL ANCHOR BOLT
N.T.S.
STRONG -WALL WOOD SHEARWALL MODEL
� TOP OF
CONCRETE
WSW-HSR
CUT TO LENGTH
AS NECESSARY
HIGH STRENGTH
COUPLER NUT
WSW -AB
WSW
MODEL N0.
DIAMETER
LENGTH
le
PANEL MODEL
WSW12
WSW-AB%x30
%"
30"
26"
MODEL N0.
W (in.)
H (in.)
ANCHOR BOLTS
TOTAL WALL WEIGHT (Ib.)
QUANTITY
DIA. (in.)
WSW12x8
12
931/4
2
1
115
� WSW12x8
PLACE WSW12x8 OVER THE ANCHOR BOLTS
AND SECURE WITH WASHER AND HEX NUTS
(PROVIDED). SNUG TIGHT FIT REQUIRED;
DO NOT USE AN IMPACT WRENCH. `
USE 1%" WRENCH FOR 1" NUT , , • • HEX NUT AND
:: � STRUCTURAL WASHER
CONCRETE
FOOTING
NOTES:
1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT, MINIMUM TRIMMED HEIGHT
FOR ALL PANELS IS 74�/i'.
2, ALL PANELS COME WITH TWO PRE -ATTACHED HOEDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL
WASHERS, TWO WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS.
3, ALL PANELS ARE 3'/z" THICK,
FROM SIMPSON "https://embed,widencdn,net/pdf/plus/ssttoolbox/5uma4omaj6/WSW2.pdf"
SWI STRONG WALL BASE INSTALLATION
N.T.S.
FROM SIMPSON "https;//embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpl/WSWi.pdf"
ABE ANCHOR BOLT EXTENSION
N.T.S.
ANCHOR BOLT
r iy" CLR r A (2) #3 HAIRPIN (#3 TIE SIMILAR) � �"CLR
CI DR
CONCRETE
FOOTING
�A
HAIRPIN INSTALLATION
SHEET S5 DESIGN NOTES
1. STRONG -WALL WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY
INC."HOME OFFICE; 5956 W, LAS POSITAS BLVD, , PLEASANTON, CA 94588 TEE: (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.
ANCHOR BOLT
- (2) #3 HAIRPIN (#3 TIE SIMILAR)
CONCRETE
FOOTING
SECTION A -A
3"
Lh MIN
#3 HAIRPIN,
GRADE 60 REBAR (MIN,)
FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT. OVERLAP
VARIES WITH BOLT SPACING,
� ANCHOR BOLT
HAIRPIN SHEAR REINFORCEMENT
STRONG -WALL° WOOD SHEARWALL SHEAR ANCHORAGE
SEISMIC 3
WIND 4
Lt OR
MINIMUM
MINIMUM
ASD ALLOWABLE SHEAR LOAD, V (Ib.)
MODEL
Ln (in.)
SHEAR REINFORCEMENT
CURB/
STEMWALL
SHEAR REINFORCEMENT
CURB/
STEMWALL
6
UNCRACKED
CRACKED
WIDTH (in.)
WIDTH (in.)
WSW12
10%
(2) #3 HAIRPINS
85
(2) #3 HAIRPIN
8
HAIRPIN REINFORCEMENT ACHIEVES MAXIMUM
ALLOWABLE SHEAR LOAD OF THE WSW
NOTES;
1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ASSUME MINIMUM 2,500 PSI CONCRETE.
2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL
APPLICATIONS,
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS.
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5. WHERE NOTED, MINIMUM CURB/STEMWALL WIDTH IS 6 INCHES WHEN STANDARD STRENGTH ANCHOR BOLT IS USED.
6. USE (1) #3 TIE FOR WSW12 WHEN PANEL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD.
7. #4 GRADE 40 SHEAR REINFORCEMENT MAY BE SUBSTITUTED FOR WSW SHEAR ANCHORAGE SOLUTIONS,
FROM SIMPSON "https;//embed.widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpl/WSWl.pdf"
SWS STRONG WALL SHEAR ANCHORAGE
ATTACH WSW -TOW PLATES
(PROVIDED) TO FRAMING AND
%" MAXIMUM WOOD SHIM. WSW PANEL BOTH SIDES USING
FOR SHIMS GREATER THAN %", 10d x 2%" NAILS MIN.
SEE 9/WSW2. ALIGN WSW -TOW NOTCHES
TOP PLATES WITH BOTTOM OF TOP PLATES
DFL WOOD FURRING BLOCK
1 •.•.
3" MIN. � I
2" MIN-- -� � I � � WSW12x9
� I
2"
MIN. I I �� MIN. SDS%" x 3%" SECTION
6x FRAMING
ATTACH DFL WOOD FURRING BLOCK BETWEEN WSW PANEL AND
WSW -TOW WITH (14) SDS%" x 3%" SCREWS OR (14)16d COMMON NAILS.
MINIMUM BLOCK SIZE IS 1%" x 11%" x WSW PANEL WIDTH.
FROM SIMPSON "https://embed,widencdn.net/pdf/plus/ssttoolbox/5uma4omaj6/WSW2.pdf"
SWT STRONG WALL TOP CONNECTION
N.T.S.
N.T.S.
1" MIN.
- � FROM EDGE
-- --
--� -
%" MIN. AT EDGE � � I I
z"MIN, SDS TIP TO CHASE �! !�
I I
PLAN VIEW
SCREW PATTERN
INSTALL (12) SDS %" x 6" SCR- � - ---�
THE TOP PER THE SCREW PATT
FULL -HEIGHT ADJACE
FRAMING, E.S.
WSW12
1 4" MIN.
ROW SPACING
1" TO 4"SHIM BLOCK
1%" O.C. MIN.
1IM BLOCK
FROM SIMPSON "https://embed,widencdn,net/pdf/plus/ssttoolbox/5uma4omaj6/WSW2.pdf"
SWH STRONG WALL HEIGHT ADJUSTMENTS
N.T.S.
EDGE DRILL ZONE
MIDDLE % OF PANEL THICKNESS
HOLES
• MAX. THREE HOLES IN FACE
AND THREE IN EDGE,
• %"-DIAMETER HOLES, MAX,
• 6" O.C,, MIN,
NO HOLES ALLOWED IN TOP 8"
OF PANEL
FACE DRILL ZONE
MAINTAIN 1%" MIN. EDGE
DISTANCE FROM CHASE AND
OUTSIDE EDGE, TYPICAL,
NO FACE HOLES
ALLOWED IN LOWER
40" OF PANEL
NO EDGE HOLES
ALLOWED IN LOWER
26" OF PANEL o
ALLOWABLE SMALL HOLES
ALLOWABLE LARG
FACE AND EDGE DRILL ZONES IN ADDITION TO ALI
SMALL HOLE
FROM SIMPSON "https://embed,widencdn.net/pdf/plus/ssttoolbox/5uma4omaj6/WSW2.pdf"
TZH TRIM ZONE AND ALLOWABLE HOLES
N.T.S.
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ----
0
0
0
0
f'V
C/]
�I
c
ra
c.!)
(/')
c./')
I
M
.--i
.--i
O
O
('V
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 I
CONCRETE WALL AND CONTINUOUS FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FWX.
r
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
O tA O
1--1 o
J �
LLI N
[/] r-4
p�J w
Z E
O
V
H
0)
tin U)
u7
0 Z
Z
w
Lon
V
01
0
Q)
u7
Ln
u7
@ X
O
C
V S I 1
o� of ti
�e o
V) z
21
GISTE¢���y�
•tl NAL
5
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ---S6
-
0
0
0
0
f'V
C/]
�I
c
ra
Ln
Ln
L
I
M
O
O
('V
WALL
LINE
A
SW
C4 4x8 HDR (1-15)
���
(2) 2x6
� 3% x 11% LSL COLLECTOR
(2) 2x6
(2) 2x6
#HUCQ
�?N
RFA
3% x 11% LSL
WALL
LINE
B
7 �
� Q
SW
4x8 HDR C4 0
CS3
SW
C4
1% x 11% LSL (1-61
4x8 HDR
SW
4x8 HDR (1-14) C4
CS2
PARTYWALL SHALL BE
2x4 STUDS @ 12" oc w/
PARTYWALL SHALL BE J 1" GAP BETWEEN
2x4 STUDS @ 12" oc w/
1" GAP BETWEEN N
a
11%" T]I360 @ 16"oc, �
TYP U.N.O. 4x8 STAIR LANDINJ "'
�I
#THA � � 11%" T]I360 @ 16"oc,
I � � I TYP U.N.O.
�Q
#THA j "'
J
I
I x
I M
_� �,
------
0
3% x 11% LSL (1-4)�
0
U
SW
F15
6x6 w/ PB
#CCQ @TOP e
#ABU @BTM
RFA
6x6 w/
#CCQ @TOP 7 x 11% PSL COLLECTOR (1-3) (4) 2x6 �
I I I
J J
�_ FHF 3% x 11% LSL (1-1) FHF
X X
SIMPSON STRONG WALL
a
(2) 2x6
TRIMMERS
3% x 11% LSL -10)
0
CS3
� SIMPSON STRONG WALL
#STH[
#WSW 12x8
3% x 11% LSL COLLECTOR
6x6 w/
PAF
PAF
#CCQ @TOP
7 x 11% PSL COLLECTOR (1-12)
#CCQ @TOP
N
J
ry
#HTT
SWT
� FHF
J
�_
3% x 11% LSL (1-1)
FHF
X
x
� (~/')
1st FLOOR SHEARWALLS &FRAMING ABOVE
WALL WALL
LINE LINE
C D
z
J
Q �
�_
�_
.may Q
�_
�
�
�
� d
�
�
�
�
� �
�
�
�
�
� �
�
�
SW
SW
C4
4x8 HDR
4x8 HDR (1-13)
C4
3% x 11% LSL CLTR J
L #STHD14
3% x 11% LSL COLLECTOR
iP TYP
CS1 CS2
x 11% LSL (1-6) I
I J
I
a
I
I x
4x8 STAIR LANDINJ �
#THA � 11%" T]I360 @ 16"oc,
TYP U.N.O.
PARTYWALL SHALL BE
2x4 STUDS @ 12" oc w/
1" GAP BETWEEN
TRIMMERS
3% x 11% LSL -10)
0
2
SIMPSON STRONG WALL
CS2 #WSW 12x8 #STH
6x6 w/ PAF PAF 6x6 w/
#CCQ @TOP 7 x 11% PSL COLLECTOR (1-12) #CCQ @TOP �
�-.
(2) 2x6
N . �-i
J J SWT
FHF 3% x 11% LSL (1-1) FHF �_
X X
SIMPSON STRONG WALL
#WSW 12x8
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
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.
#HOEDOWN MODEL
HOEDOWN 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 HOEDOWN 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.
��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.
]OIST, 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
C4
CSP TVP
i 11%" T]I360 @ 16"oc,
TYP U.N.O.
CS2
(4) 2x6
N
J
J
FHF
X
x 11% LSL (1
I
ePB 6x6 w/
#CCQ @TOP I
#ABU @BTM
U11YU
x I
#THA
o I
__ I
z
� I
0
V
CS1 �3% x 11% LSL (1-4)
3% x 11% LSL COLLECTOR 3% x 11% LSL CLTR
6x6 w/ � �
7 x 11% PSL COLLECTOR (1-3) #CCQ @TOP
^' SW
J F15
x 11% LSL (1-1) FHF
0 0
_ _
\ -Fi- 11-
R
WALL
LINE
E
(2) 2x6
(2) 2x6
(2) 2x6
#HUCQ
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
M
�� [V
O � O
TI
ll� '
� � �
J �
O `� L(j
�� [V
J � �
z �
� o
`� H V
p1
� � �
Ip z �
Z
� �
O
V
Cr
s=
O
P�'� V S �
o� of ti
4- �`� �
�e o
� z
�p 21 �p ��
�rsTE¢���,� �,0
11�� �o�a� � 3
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ----
S7
0
0
0
0
N
C/]
�I
c
ra
c.!)
(/')
c./')
I
M
.--I
.--I
O
O
N
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.
#HOEDOWN MODEL
HOEDOWN 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 HOEDOWN 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.
��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.
]OIST, 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
LINE
A
WALL
LINE
B
WALL
LINE
C
WALL
LINE
D
�m
�m
��
��
¢m
0 0
c..� c�
� �
0
c�
F-
0�
c� 11
� o
o�
��
c� O
� �
o
�
c�
�
�
0 0
� �
c� c�
� �
0
�
v
F-
oz
��
c� O
� o
o
c�
F-
0
c�
F-
cn cn
� �
cn
�
cn p
�w
cn
�w
cn
�
z
`rJ'm
cn cn
� �
C/7
�
cn J
��
cn
�
cn
�
SW
Q z
SW
SW
SW
�z�
66
HDR
g6 HDR 2-15
( )
o
66 �
�
cn
0
c�
�
cn
0
c�
�
(n
o
��
c� o
� o
cn
o o
c� c..�
� �
N N
66
DR
66
HDR (2-15)
g6
o
c..�
�
N
0
c�
�
N
0
c�
�
(n
0
v
�
(!]
0
c�
�
cn
0
c�
�
cn
J
SW
SW
SW
SW
SW
SW
(2) 2x6
1 a x 14 LSL COLLECTOR
66
HDR
B6
HDR (2-15) B6
B6
HDR (2-15) g6
HDR
66
14 T]I360 @ 16 oc
C$2
1 % x 14 LSL COLLECTOR
CS2
PARTYWALL SHALL BE
C$3
2X4 STUDS @16" oc w/
14" T]I360 @ 16"oc
(2) 2x6
5% x 14 PSL (2-8)
1" GAP BETWEEN, TYP
14" T]I360 @ 16"oc
#HU
5% x 14 PSL (2-8)
CSP
#MSTC40 ALIGN w/
14" T]I210 @ 16"oc
14" T]I360 @ 16"oc
CSP
#HU
END OF SW BLW
TYP U.N.O.
TYP
='
5% x 14 PSL (2-13)
J
�
14"T]I210 @ 16"oc
#HU
TYP U.N.O.
x
PARTYWALL SHALL BE
5% x 14 PSL (2-13)='
2X4 STUDS @16" oc w/
�
14" T]I210 @ 16"oc
J
a
#HWPH OFFSET TOP FLANGE
1" GAP BETWEEN, TYP
#HU
TYP U.N.O.
X
.--i
� lD
N ¢
.--i
� �
"' m
M
x
�\^
6x6 w/
14" T]I210 @ 16"oc
J
#ECCQ @TOP
TYP U.N.O.
J
4x8 STAI
LANDING
(2) #A35 @BTM 3% x 14 LSL (2-7)
N ¢
� m
x
#HWPH OFFSET
TOP FLANGE
------
� �
J
PARTYWALL SHALL BE
6x6 w/
#ECC @TOP
�
j J
�
2X4 STUDS @16" oc w/
3% x 14 LSL (2-7) (2)
#A3R @BTM
I J
�
"'
1" GAP BETWEEN, TYP
4x8 STAI
LANDIN�
�I
I�
��
#HUCQ
#HU
JI L
7x14 PSL (2-5)
�
� I I
�
� �
�
� I
#HU
�
�
7x14 PSL (2-12)
� �
� I I �
�
7x14 PSL (2-5)
J IL
r;
� �
7x14 PSL (2-12)
� �
o,
o
�"
�
��
�
C
J
J
J
CS2
J
J
N
"'
CS1
CS1 �
CS3
N
o
�
M
CS1 CS1
x
�zN
#MSTC40
HDR
3% x 14 LSL COLLECTOR
J
�
CS1
�
CSC x
HDR (2-16)
3% x 14 LSL COLLECTOR
\ CS1
CS1 M
SW
(3) 2x6
(3) 2x6
E2
(3) 2x6 (3) 2x6
E2
E2
HDR (2-16)
3% x 14 LSL COLLECTOR
HDR
3 Z x 14 LSL (2-1)
3% x 14 LSL COLLECTOR
�
�-=% J
¢ m �
z x -
SW
(3) 2x6
(3) 2x6 S
�
o N N
�
�
(3) 2x6
(3) 2x6
SW
E2
E2
�
� � �
�
E2
�
N
O
~
Z
C7 J
J
M
m
�
_
2 x
M Z
m C.J J
� J
� � �
�
'H' � N
�
N
O
�
M
�
M
3/ x 14 LSL (2-1) �
O
G
SB
�,
�
� �
O cJ]
N
Q z
N � �
SB
SB
�,
�
c~i�
Cn
-FI-
�-
� �'
+�i-
� o
+�i- � o
�
�
�
}�. 2�
N
N � �
N
SB
SB �
SB
SB
2nd FLOOR SHEARWALLS &FRAMING ABOVE
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
WALL
LINE
E
(2) 2x6
(2) 2x6
#MSTC40 ALIGN w/
�¢
� #HUCQ
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ----
S8
0
0
0
0
f'V
C/]
�I
c
ra
c.!)
(/')
c./')
I
M
.--i
.--i
O
O
('V
k�>
(2) 2x6
TRIMMERS
(2) 2x6
(2) 2x6
TRIMMERS
RN
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.
_JIL- 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 7 WALL WALL WALL WALL
LINE LINE LINE LINE LINE
A B C D E
3rd FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
(2) 2x6
TRIMMERS
(2) 2x6
(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
�I N
O tA O
1--1 o
J �
LLI N
[/] r-4
p�JLLJ
Z E
O
V
I --I
0)
NU)
V)
0 Z
Z
w
Lon
V
01
0
Q)
LA
Ln
V)
O
C
V S I 1
O� of ti
o
LO z
21
�Is-rER���,�'
•tl NAL
This space reserved for
governing jurisdiction stamps
RESUB
Feb 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 1/31/2020
REVISED: ---S9
-
0
0
0
0
N
C/]
�I
c
ra
Ln
Ln
L
I
M
O
O
N