REV1 REVIEWED BLD BLD2021-0109+Applicant_Response+2.14.2022_12.12.51_PM+2678972REVISION
Feb 14 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1/12/2022
W74 SSSOUND STRUCTURAL SOLUTIONS
E N G I N E E R S
BLD2021-0109
To: Naeem Iqbal, Kisan Enterprise LLC
Rob Michel, Michel Design
From: Evan Underbrink, PE, SE
Re: 22808 Edmonds Way - Building D
Stepped Diaphragm
SSS# s2005013
NA
The townhouses have been redesigned to step 4-12" vertically at each of the party
walls in order to more closely match the slope of the existing grade. Additionally,
Simpson Strong -Tie no longer manufactures their old WSW strongwall models and they
have been replaced with the updated WSWH strongwalls. Please see the revised plans
dated 1/12/2022 for reference.
Additionally, a new interior shearwall was required to be added at the third floor due to
the added steps in the diaphragm. Please see the supporting calculations attached for
reference.
If you have any questions or require additional information, please call.
Attachments:
Clouded Key Plans (11x17)
Supporting Calculations
24113 56ch Ave W - Mountlake Terrace, WA 98043 - Ph: 425-778-1023 - www.ssseng.com
SHEARWALL SCHEDULE SWExr
Notes apply as called out in table below.
1 Anchor bolt embedded at least 7", or expansion anchors embedded at least 4". See detail SW&
2 xMASAP can be installed instead of sill bolts with washers. When replacing'/ "0 sill bolts use 7-10dxl'h"
nails (minimum nailing) and when replacing WO sill bolts use 9-10*19z" nails (maximum nailing).
3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d toe nails @ 9. for xA35.
4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof
connections see detail SWF.
5 See detail SW&
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 SW WALL SHEATHING
SILL-To_
FLOOR -TO -
ROOF-TO -
WALL BASE PLATE
CALL
CALL
SHEATHING
EDGE
FOUNDATION 1, 2
SILL &WALL
WALL 4
5
our
OUT
THICMESS
NAILS
3
5/8"0 @ 60"oc or
xA35 @
#Hl @
16d @ 10"oc
A
6
7/16"
ad @ 6!'.
1/2"0 @ 60".
48"oc as
24"oc 4a
5/8"0 @ 60"oc or
xA35 @
zLS50 @
16d @ 6"oc
B
w
`h
7/16"
8d @ 4"oc
1/2"0 40"co
24".
36"oc 41,
s/e"0 @ 40"oc or
xA35 @
xES50 @
16d @ 4"oc
C
3
7/16" 6
8d @ 3"oc
Y2"0 @ 24".
16".
24"oc 41,
s/s"O @ 32"oc or
xA35 @
xLS50 @
16d @ 3"oc
D
2
7/16" 6
ed @ 2"oc
Y2"0 24". 8
16".
16"oc 4b
5/8"0 @ 24"oc or
xA35 @
xLS50 @
lfid @ 2"0o
E
22
7/16" both
8d @ 2" co
t /z"0 16"oc 8
12".
12"oc 41,
sides 6, 7
5/8"0 @ 12"oc or
xA35 @
#LS50 @
2-16d @ 2"m to 4x
F
t/2"0 8"0c 8
6".8"oc
4c
rim/blkg
HOLDOWN SCHEDULE
1 Deepen the foundation as needed to provide the required hold— embedment into the foundation wall.
See Deatil MINE
2 Fasten to the end framing members of the sheamall, u.n.c.
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 HDN for installation.
HOEDOWN/STRAP
FASTENERS 5
FOUNDATION
COMMENTS
1, 2, 4, 6
ANCHOR l 3, 4, 6
*STHD14/14RJ
30-16d sinker
N/A
*HTT5KT
26 - *SD #10x21/2
#SB %"x24
*HDU11-SDS2.5
30- #SDS14x2V2
1"�T.R.
6x6 Min Post, See detail RFA
*CS36
22-10d
N/A
13" Min End Length, See detail CSH
elements
*MSTC52
48-16d sinker
N/A
equal number of mils to both connected
elements
#MSTC66
68-16d sinker
N/A
equal number of will to both connected
elements
* MSTC48B3
54-10d sinker
N/A
4x6 Min Post. See detail SB
(2) *MST60
46-16d sinker
N/A
equal number of fasteners to both
I.nnected elements. 6x6 Min Post
GENERAL STRUCTURAL NOTES continued
WOOD STRUCnNAL PANELS shall meet the performance standards of the "APA" DOC PSI 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 @ IZ'oc. Do not penetrate
nails pestflush. 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 deail(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' z 4' panels with long dimension perpendicular across supporting framing. Stagger parcel rows
half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with
Bid @ 12"oc, blocking not required u.n.o.
ROOFTOP DECK DIAPHRAGM Install minimum
23/32" rated Sord-I-Floor T&G with a 24oc span rating
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger parcel 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.
Ii7 GM 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. (cue and nail all boundaries and supported edges with 10d @ 6"oc and interior
supports with 10d @ 12" oc, blocking not required u.n.o.
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): DIC CS
COMECTI]NS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "x", 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 Specificetion Chart to make an
equivilent or greater capacity selection. Install per the manufacturer instructors.
Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized.
I49IIS All nails shall be "Standard Common" size per the latest editon of the National Design Specification
for Wood Construction (NOS) u.n.o.
HOLDOWNS See the HOEDOWN SCHEDULE.
See applicable detail(s): HDN HOC
POSTCAPS 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)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 o provide design
P P 9
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.
OWNERSHEP 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.
THIS IS INTENDED TO DRAW ATTENTION TO
' FREQUENTLY EXPERIENCED DIFFICULTIES IN CONSTRUCTION:
• LONG LEAD ITEMS
ask
• DIFFICULT FIELD RETROFITS
LIMITED OPTIONS FOR RETROFITS
IGENERAL 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.
IMPC{iI0N6 Notify Building Department for inspections required by local jurisdiction.
�n a 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 RErAINWG WADS Extend footings to undisturbed bearing soil. Do not backfill until all
slabs and/or horizontel 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"xT50.229" 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.
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 - W1.4xW 1.4. Lap one full mesh at splices.
CLEAR COVER 3" dr when cast against Earth and 2" clr in all other locations, u.n.o.
See applicable detail(s): RI
FOOTING DRAINAGE Footing drainage per Building Code section 1805.4.2 & Residential Code 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/DDT and zinc borate
preservative treated wood in an interior, dry environment shall be permitted.
SOLID SAWN LLMBER shall meet the following minimum grades (u.n.o.) conforming to "W W PA GRADING
RULES FOR WESTERN LUMBER", latest edition:
BEAMS. POSTS, RAFTERS, JOIST
6X and wider DF#1
4X DF#2
2x 10 and greater Cl
2x 8 and smaller HF#2
WALL STUDS
2x HF#2
ENGINEERED WOOD shall meet the following minimum properties:
Callout E x 106 (mi) Fb (mi) Fc oar (psi) Fc cent (mi) Fv (osil
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 defections resulting from drying under construction
dead loads.
I-301M Connect I -joist to plate using one 10d (0.131" x 3") nail on each side of bottom Flange; drive nails
at an a le at least 1 1/2" from end. Connect 1 1 4" LSL rim to 1-joists with one SOd 0.131" x 3" nail into
op 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.
Trusses which require drag forces shall be designed for a drag force of:
Indicated on the plan
OVER -FRAMING Unless noted otherwise by truss manufacturer, overframe with 2A rafters @ 24" oc.
Post down w/ 2A @ 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 op 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 2A sods at 16"oc
max with double 2x op plate, and 2x base plate.
Bock all supports solid to the foundation.
See applicable detail(s): INS TPS
Full cavity blocks shall be required where party walls intersect exterior walls.
See applicable detail(s): EPI
BEAMBFAPENETRAA Allowable beam penetrations shall be made in the middle third of the span and the
middle third of the depth. Contact this office or any penetration outside the allowable area.
See applicable detail(s): BP POF
WARNING
N.T.S.
WNG
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
j�SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more
ILJI specific Information.
SCHEDULES
DETAILS and PLANS will often refer o GENERAL STRUCTURAL NOTES and SCHEDULES for more
specific information.
DETAILS
PLANS will often refer N GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
specific information.
PLANS
See the SYMBOL LEGEND as well as ABREVIATIOFS AND ACRONYMS for other additional
information used on the PLANS. The term, TYPICAL (or Ill used with a detail rollout or plan note,
indicates that the information specified shall apply in all similar conditions.
IF YOU HA VEANY QUESTIONS OR CONCERNS CONTACT US IMMEDIA TEL Y.f
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: s2005013
ABBREVIATIONS AND ACRONYMS
ARV
ABOVE
E.S.
EACH SIDE
O.C.
ON CENTER
A.B.
ANCHOR BOLT
E.W.
EACH WAY
P.T.
PRESSURETREATED
BUN
BELOW
EA
EACH
REINF
REINFORCEMENT
BILK
BLOCK
E.N.
EDGE NAILING
REQD
REQUIRED
BLKG
BLOCKPIG
EMBED
EMBEDMENT
SCHED
SCHEDULE
B.N.
BOUNDARY MAILING
EXIST
EXISTING
SIM
SIMILAR
BTM
BOTTOM
FDN
FOUNDATION
STD
STANDARD
BRG
BEARING
FUR
FLOOR
STRLICT
STRUCTURAL
Ell
BETWEEN
FRMG
FRAMING
SW
SHEARWALL
CUR
CLEAR
FIG
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
CONIT
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
oe
ON CENTER
DESIGN CRITERIA
Governing Code 15 IBC Risk Category B
Wind Design Data
Basic Wind Speed (3 sec gust) mph 110 Internal Pressure Coefficient +/- 0.18
Surface Roughness B Topographic Factor IC 1.00
Wind Exposure Category B Wind Importance Factor, I 1.00
Earthquake Design Data
Seismic Importance Factor I
1.00
Site Classification
D
Short Period Acceleration S
1.26E
1-Second Acceleration S,
0.494
Seismic Design Category
D
Spectral Response Coeffici S
0.892
Spectral Response Cceffitlen S
0.496
Gravity Load Data
Seismic Force Resisting System Table 12.2-1: A-15
2010 Equiv. Lateral Force Procedure
Response Modification Factor, R
6.5 Transverse
6.5 Wrgtudiml
Seismic Response Coefficient, C.
0,130 Transverse
0.130 Longs iml
Seismic Base Shear, V
37255 Ibs
Roofs:
loads are pef
Dead Live
Snow
Rafters'
-Pitches s 8:12
15 0
25
Trusses (pitched)
-Pitches s 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 fable above.
1 Rafters of sawn lumber or wood I -joists.
5 Joists of sawn lumber
or wood I - joists.
Soil Data
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owner:
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
rn
N
O
ob
n
in
N
7
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 7/1/2020
REVISED: 1/1212022
S1
SHEARWALL WAIL) DRILL
FRMG AS REQD
BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG
FANG LENGTH OF COLLECTOt LENGTH OF COLLECTOR
HOEDOWN
STRAP COLLECTOt
THREADED ROD DIAPHRAGM PER
4„x4"x Y„ SMUCED NOTES
RGMATE INTERMEDIATE FRAMING ABUTTING PANEL EDGES
BEAM
SB STRAP TO BEAM HTB HOLDOWN ANCHOR TO BEAM DTC DIAPHRAGM TO COLLECTOR
N.T.S. SBAB N.T.S. HTBAA N.T.S. DTCA
+CS19 COOLED STRAP wl
(24) 0.148 x 2� NAILS
PRIME
t MSTC48B3 BENT STRAP w/
(56) 0.148 x 3 NAILS
FHF FRAMING HUNG FROM FRAMING ABOVE
UN.T.S. FHFA
CS2 COLLECTOR SPLICE
N.T.S. CSAC
WALL
SHEATHING PER
SCHED
SHEATHING PER
SCHED
WALL FRMG
PLAN VIEW SHRTHIHE PER
SCHED
DSW DBL SIDED SW AT ADJOINING WALLS
UN.T.S. DSWA
BOTTOM PLATE tPSPN516w1
Li FLOOR SHEATHING 1-160 NAILSINTO 0SPN58 w1
TOP MATE, IS, 1-Bd NAIL MTO
0SPN58 PLUMBING BASE PLATE, E.S.
PLUMBING
/ FLOOR
0SPN516
NOTCH AS
REQUIRED
r
PLATE WAIL STUD, TYR WAIL STUD,
TYR
ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH
PLAN VIEW PLAN VIEW
POF PENETRATION OF FRAMING - EXTERIOR WALL
N.T.S.
PARTYWALL
TOP PLATE
WALL STUD OR P057
(4x MIN)
ADJACENT TO 2x4 CONTINUOUS
T PARTY WALLS TOP PLATE; NO
GAP % J BREAK AT GAP
EXTERIOR TOP PLATE PARTY WALL
CONSTRUCT IS CONTINUOS EN MD E
RWALL
PARTY WALLS70 IXIEBIOCKING
ACROSS GAP FIRE BLOCKING
EXTERIOR WALL
PLAN VIEW ELEVATION VIEW - SECTION A -A
EPI EXTERIOR WALL & PARTY WALL INTERSECTION
N.T.S.
#LSTA24 w1 MIN (9)- led
FASTENERS PER MEMBER
DIAPHRAGM
U.N.O.
COLLECTOR
COLECTOR
OR
OR
RIM
RIM
BEAM
OLSTA24 wl
MIN (9)-100
DIAPHRAGM
FASTENERS PER MEMBER
DI NO.
COLLECTOR
COLLECTOR
OR RIM
OR RIM
SPLICE
OPTIONAL STRAP
LOCATION
CS
COLLECTOR SPLICE
N.T.S.
CSA
FOR PSI N ESL, HOLES MUST
WBC WIND BEAM CORNER (ISOMETRIC)
N.T.S. WBCE
B+FPM R sCS16
1(16) led REQUIRED STUDS
ASSHOWN
BEAM 2x4 WALL 2x6 WPll
4x N 2-2x (SAWN)
3YAx(GIB) (2)2x9 (2)2x6
k£x(MANF)
fix N 3-2x (SAWN)
5YO(BLB) 9)2x9 (3)2x6
SEDX Mw
Sx (SAWN)
6Ya (GIB) (4) 2x4 (4) 2x6
_ S� 7x (MANE)
GIRDER TRUSS 0)2x4 0)2x6
REQUIRED TRIMMERS
la G HEADER 2rt9 WALL 2X5WALL
STUD HRDER 4x B2-2x(SAWN)
3Y0(GLB) 2X4 2x6
31(MANF)
6x N 3-2x (SAWN)
4'Ax(GLB) '-'- (2)N6
TRIMMERS 5Y4x(MANF)
NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM
SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS
BHS BEAM & HEADER SUPPORTS
N.T.S.
(2)RYS4x4BU(G4 FASTEN BRACE TO 4x4 BU(G w/(6)0.148 x 3'NAILS
O.198x3 NALS@9"a
2x6 BRACE
GIRDER
TRUSS
sCS16 wl (10) 0.14E x '7/
NAILS @ FA END
034 TO BIM CHORD OF G.T.
GTB GIRDER TRUSS BRACE
N.T.S.
A -
BE ROUND AND ARE LIMITED TO 2' CIA. UNLESS APPROVED BY THE ENGINEER
DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUM SPACING
OJ THE SHADEDAPPROVAL OF THE EN INEEBEAWITHOUT� SWtGER HOLE
L� RENETRATIONS IN THIS EQJIRE APPROVAL FROM THE EA NGINER
NOT
PRIOR PPROVPIOTHE ENGINEER DIAMETER OF TXE
Y SPAN -i ySPAN -i YSPAN
SPAN
BP BEAM PENETRATIONS, TYPICAL DETAIL
UN.T.S. BPAA
(8) 16d EVENLY SPACED, l6d@I6'a
TYR U.N.O. TYR FACE NAILS
MIN Zx
1v MIN
SPLICE ~I
TOP PLATE SPLICE
DIAPHRAGM I I( COLLECTOR
1
FASTENERS PER MEMBER
,I
SCREWS DOUBLE TOP
MATE TO CLTR
WALL
CS3 COLLECTOR SPLICE AT PARTY WALL
N.T.S.
/Ox 6'
IDS SCREWS @ 4"a
CTS COLLECTOR TO SHEARWALL
N.T.S. CTSBA
s0 MIN w/
M2) lOd x'
7TO FA MEMBER
U.N.O.
TRUSS I COLLECTOR
OP PLATE
CTP COLLECTOR TO TOP PLATE
N.T.S. CTPC
BEAM
DISCONTINUOUS sEl6 wl
DBLTOP PLATE (13) BE! NAILS EA END
POST
DISCONTINUOUS DEL TOP PLATE
nDOUBLE TOP PLATE SPLICE
N.T.S. TPSA
snEARWALL /-CRPMESTUD rSHEARwaLL oauslETOP�� TPS SWF SWR
HEADER
WINDOW
KING STUD
TRIMMER STUD
9"x 4' IS THE MAXIMUM PENETRATION CRIPPLE STUD
OR HOLE THAT CAN BE ADDED TO A SHEARWALL
SWB SWF
HEADER
M
1 ADDITIONAL RIM, U.N.O.
RIM BOARD 15
CONTINUOUS OVER
THE OPENING ------
INTERSECTING JOIST$ ��
SHALL BEAR IN HANGERS .�0
OVER OPENINGS 1IM CONnMUBB50VER OPENING
FRH FLUSH RIM HEADER, TYP
ROOF SHEATHING
CONTINUOUS DOWN
TO GIRDER TRUSS
2.12 RAFTER
2 ADDITIONAL RIMS, U.N.O.
RIM BOARD IS NOT CONTINUOUS
OVERTHE OPENINGS
2.xFUIL HEIGHT BLOCK
GIRDERTRUSS 10.148x 3"HAULS
PER MANUFACTURER 6a INTO BTM CHORD WALL LNG
(MIN 2-PLY)
COMMON TRUSS 3LUS HANGERS SIZED FOR
PER MANUFACTURER BOTTOM CHORD OF TRUSS
RTT RAFTER TO TRUSS
UN.T.S.
RIM IS DISCONTINUOUS OVER OPENING
— 242 RAFTER
BEYOND
ROOF DIAPHRAGM xLS50 QD SHEARWALLS
PER SCHED
PER STRUCT NOTE
EDGE NAILSJr02.5-A
SOLIDIN RH1@ SH2.SA@
NXGOOF SHEARWALE ALL ROOF
WPllSMEMBERS
ALIS
SHEARWALL w/ TRUSS OR RAFTER BEARING a b
SWR SHEARWALL ROOF CONNECTIONS
N.T.S. SWRA
DIAPHRAGM PER PAILS PER
STRULT NOTE AV SCHED WALL BASE
WALL BASE EDGE NAILS PLATE CONN
PER RIM/BU(G PLATE CONN (SW ABOVE) (SWABOVE)
(OR ROOF GABLE) SOLD BIKE OR DIAPHRAGM PER
COLLECTOR STRUCT NOTE
RTMIBLKG
EWE NAILS
PROVIDE tA35 PER EDGE NAIL PROVIDE
BLK'G @ 48'a SYA' SCHED (SW BELOW) BLK'G K a
wI JOIST -WAIL DOUBLE -SIDED SHEARWALLS, w/JOISr-WALI
PARALLEL PARALLEL
INTERIOR SHEARWALLS, &
E)(TERIORSHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALLTOFLOORTOSHEARWALL
SWF SHEARWALL FLOOR CONNECTIONS
N.T.S. $WFA
WALL
ANON PER
SW SON®
2x SILL U.N.O.
PFRSWSOIED
RON
SHEARWALLS TO FOUNDATION
SWE SHEARWALL ELEVATION rSWBJ SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS
UN.T.S. DRDDD U N.T.S. SWBA
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owne
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
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This space reserved for
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ORIGIN DATE: 7/1/2020
REVISED: 1/12/2022
S2,1 IF
DIAPHRAGM NAILING (lYP)
Ys x 6 SSDS SCREW @16"a
DOUBLE TOP PLATE TO 4x
BU(G AT SHEARWALL
TRUSS
SA35@41a
1" OSB BLOCK IN
PARTYWALLGAP
V GAP
WALL BASE PLATE NAILS
1"G4P
WALL BPS E PLATE NAILS
SHEARWAu ABOVE
DIAPHRAC44 NAILING
SHFARWALLABOVE
DIAPHRAGM NAILING
DIAPHRAGM
DIAPHRAGM
y x 6 tSDS SCREW @ 16" a
Y x 6 ASDS SCREW @ IF a
RIM I015TTO DOUBLE TOP
RIM JOIST TO DOUBLE TOP
JOIST
PLATEATSHEARWALL
JOIST
PLATE AT SHEARWALL
RU55
tA35 PERSW
3A35 PER SW
JOIST
tATS PER SW JOIST
SCHEDULE
SCHEDULE
SCHEDULE
NAIL SHEATHING TO
4x4 BILKS w/0.148 x 3'
2- 2, RINVSOUD BLOC(
2-2x RIM/SOLID BLOCK
NAILS @ 6" a
SHEARWALL
SHFARWALL
IN.SHEATHING
SHEATHING
SHEATHING
STEP LESS
THAN 12"
12" DIAPHRAGM
STEP
PWR PARTY WALL SHEARWALL @ROOF rPW PARTY WALL SHEARWALL
NTS NTS
12' MIN 48 B<51611)
IEIM&BUOOONG
B AM OR
P CHORD OF
TRUSS
2X FLAT BILKS
IRDER TRUSS
TOP HORDS
CSB COLLECTOR SPLICE TO BLOCKING
N.T.S.
NAILS @ EWE
SPACING CONT, TYR ;
SHEATHING,TYP
tDTC@Y3THE
ROOF-TO-WALLCONN
CONT 2x STRUT tA35 SPACING •
(LEAVE Ay"CAP WHEN
16a PER TRUSS IS LOCATED
SW SCHED DIRECTLY
WAIL-TO+R ABOVE SHEARWALL)
CONN
III PER
SW SHEARWAL4 TYR WAUALLTOD
-1T).FLR
CONN
ISR INTERIOR SHEARWALL TO ROOF
N.T.S. ISRA
PROVIDE (1) SUED
PER STRAP, TYR
—� Sj SPECIFIED NAZIS PER
END EACH END LENGTH, TYP
LENGTH DIAPHRAGM PER
STRUCTNOTE -�
END
RIM2BIXG LE
NGTHDIAPHRAGM PER
TR C7 NOTES
#CS1651R A) ILU4GTH
tCS16 STRAP(M �.WRAP STRAE MIN.
UNDER BEA
STRAP BETWEEN FLOOR STRAP TO BEAM BELOW
CSH COILED STRAP HOLDOWN
l_J N.T.S.
FOOTING SCHEDULE
CENTER UNDER CONCENTRATED LOAD Li
PDOTII4G SIM
REWORCEMENT
D
(Tramverse)
LEN71-1
(InigaWe)
TMCIPIESS
LONGFfUfJE
TRANSVEB25E
3 #4's
1 3 #4's
LONGITUDE R "r
TRANSVERSE REINF
POST TO FTG
FTG @ WALL
HICKNESS
UENGrH
WIDTH
(TAANSVERSE)
(LONGITUDE)
FTG @WALL CORNER
FTG FOOTING, TYPICAL
N.T.S.
HOEDOWN ANCHOR
FWNDATIIN WPII —4DEEPEN
MINIMUMMMD. REQUIRED TO ACCOMMODATEANCORAGE PER
HOEDOWN SCHEDULE
FOOTING ATION AS REQD TO
OR HOEDOWN
L — — NTO WALL
MHE MINIMUM HOLDOWN EMBEDMENT
H.T.S. MHE
FRMG
A B C�
SCHEDULE F GR EMI
INF
REINF
2'COVER
@ VERT &
fi 6-0 2R 8 8 10
DOWEL
H REENFORCEMENr"1
CONCRETE WALL
Doff EL OAF [D VERT •3 HallIDNr
•2 ORO
DOWELw/
4 #4010 32 #4010 #4012 #4010
9V HOOK
5 S4@l0 32 #4@10 94012 #4@10
XIENDED TO TOE
fi S4@6 32 #4@12 #4®12 #4@10
1 Dear mver requirements (3" W soil, 2"to forms in all ot,er bonions)
CONCRETE STAB
3 DOWEL aM VERT may M tqe Same pace pro tlk sift aM spacing of
Ne oOWa Is u5 1
D
CODE
coNaEh FOOTING
�
3' COVER
—BRG SOIL= =i
(DRAINAGE PER
FWC FOUNDATION WALL - CANTILEVER
N.T.S. FWCB
66
26 STUD
SLAB 12" MIN
tHD19 (2)#4 CONT
VAPOR BARRIER SILL PLATE
3 CUR
CONCRETE =m—
FOUNDATION
WIDTH ERG
SOIL
FTGA HP HOEDOWN POST TSF THICKENED SLAB FOOTING
N.T.S. N.T.S. TSFA
MSTC
STRAP — 4r/16 HTTSKT B/„
HOLDOWN POST I�^ o'
2', TYP"
A.B. PER PLAN A.B. PER PLAN HDULI
STRAP MAYBE
2', TYP 7, MIN STEM WALL SHALL LOCATED
BE2'-0'DEEPMIN ONERSEDE
MSTC STRAEN HTT5KT A HDUII A
LBO, (2)#4 HOR¢O0M
@ TOP OF WALL
' 1}CDC, 3" MST L
ryp x3' (3)2x STUDS U.N.O. STRAPS HP a"y sHD19
t'-0" A36 BRG PLATE L ff
_wI DBL NUT �}31
�//J N6x�= STHDl9J 6x6 MIN6x6 21• RFA
< -- 8' -- U.N.O.
BECKON A -A STHD14- A MST STRAP-(A)HD19- A
MATCHnORa m
STD 9D' HOOK INTO REINF _.
INTERSECTING GR BEAM 1'-6" CORNERBAR@ALL
OUTER REINF
REINF
WALLS
HOOK TNT
SRS
MATCH HORQ =
�`P
REINF �.
INTERSECTING GR BEAM
TJ
ALTERNATE FA &4R
1-6" CORNER BAR@ALL
OUTER REINF
I RI I REINFORCEMENT AT INTERSECTIONS
UN.T.S.
RIAA
1 1 PLINTH
8" MIN
18" MAX 2" MEN FINISH GR
(2)#4@W/STD 18,
HOOK IN FN MIN
48'
MAX
PIF PEDESTAL ON ISOLATED FOOTING
UN.T.S. PIFA
DBE 2x STUD
EDGE NAILING
SW SHEATHING
HOLDOWN
EMBEDDED
STRAP
STRAPND
AR UNDCOR ER
STUDS PER
HOEDOWN SCHED
SW SHEATHING
EWE NAIUNG�
N STUD
RFA REINFORCED FOUNDATION ANCHOR HDN HOLDOWNS HOC HOLDOWN AT CORNER
�3/4" = 1'-0" RFAC=1'-0" RFAC U N.T.S. HDNA U N.T.S. HOCA
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
B° U.N.O.
Ps. SELL PLATE
#4 COM w/Lq &A.B. CONC SLAB
o er:
oPl2^oFwuL ON GRADE
isan Enterprise, LLC
VARIES
CIX4C STEM WALL
CTRD ON FIG, U.N.O.
roject Location:
16^MIN
22808 Edmonds Way
DEEPEN fS t4@4 DOWELS wI
dmonds, WA
REQUIRED VERT. 14" EXTENSION
ORHIXDOWN
MOORS INTO WALL &SOD
HOOK IN FIG
'sign Professional:
#9 AT B M
Michel Design
CONCFFG
30" x 10" wl !
(3)#4 COAT, i 3" CLR
U.N.O.-IJIsdHx
�Tf�'�i� I -
NOTES:
to
--CENTER VERTS AND DOWELS IN STEM WALL
o
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOEDOWN
EMBEDMENTS
H
FWSP FOUNDATION WALL STEM (@ PARTYWALL)
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N.T.S. FWSI
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TOP it OF WALL
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CONC STEM WALL
8"U.N.O. CIRO ON FIG, U.N.O.
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FINISH GaAD>�
3
#4 @ 48"a
V1
3
�O
16"NON VERT #4@%'a 2'-0'
DOWELS w/ MAX
44 ATM
1=
19^EXTENSION BETWEEN
CDNC SLAB INTO WALL &STD GRADES 18"
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ON GRADE HOOK IN FfG MINGO
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IT
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1OM 83' DER
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NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
EMBEDMENTS
FWS I FOUNDATION WALL -STEM
UN.T.S.
FWSC
9)#4 DINT
P.T. SILL PLATE
r l
@TOP OF WALL
&A.B.
CONC STEM WALL
This space reserved for
governing jurisdiction stamps
CTRD ON FIG, U.N.O.
t4 @ 16"a
VERT
FINISH GR4D
4'-6"
MAX
#4 @ 16'a T-0'
30'MD4
49 CONT
DOWELS WI MAX
@l0"aHOR¢
19'EXTENSION BETWEEN
CONC SLAB
INTO WALL &SD GRADES IF'
ON GRADE
HOOK IN FIG MIN
(2)#4 CONT
@BIM OF WALL
CONC FIG
161,x8"w/ 3'CLR
(3)#4 CONT, _IL-6—�H�LII=III
-
U.N.O. +=-M1"�`I
NOTES:
-CHNTER VERTS AND DOWELS IN STEM WALL
ORIGIN DATE: 7/1/2020
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
REVISED: 1/1212022
EMBEDMENTS
-DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH
I
,aU
S
FWX FOUNDATION WALL - STEM
N.T.S. FWX
EDGE DRILL ZONE
a"W"IN Iur U'ur
PANEL
NO HOLESALLOWTDINTOP I'll
PANEL
MIDDLE OF PANEL THICKNESS
FACE DRILL ZONE
FACE DRILL ZONE
CENTER4%' OF PANEL FACE AS
HOLES
MAINTAIN 'T' MIN. EDGE DISTANCE
SHOWN
12"ABOVE EOSFING HOLE, MIN.
• MAX. THREE HOLES IN FACE
AND THREE IN EWE.
FROM CHASE AND OUTSIDE EDGE,
TYPICAL
• Y%DIAMETER HOLES, MAX.
• 6" O.C., MIN.
22'
NO FACE HOLES
ALLOWEDIN LOWER
11'OF PANEL
NO EDGE HOLES%
ALLOWED IN LOWER®
26'OF PANEL
®
HOLES
4ii'-0N. HOLES, MAX,
®
FOR
• MAX. OF TWO 4,-DIA HOLES OR
DOLES
PANEL ONLY
ONE 4 i'xl2" HOLE.
MAX. OFONEV�'x6" HOLE
• NOMINIMUM ONffNTERSPACING
8' FROM TOP OF PANEL, MIN.
REQUIRED.
ALLOWABLE SMALL HOLES ALLOWABLE URGE
HOLES
FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE SMALL
NOTES: HOLES
1. FOR HEIGHTS NOT LISTED, ORDER THE NEXFTALLES'T PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT
FOR All PANELS IS 70Y.
2. ALL PANELS COME WITH TWO PRE -AT [A.CHED HOLDOW'NS, TWO STANDARD HEXNUTS, TWO STRUCTURAL
WASHERS, TWO aWSW-TOW PLATES AND INSTALLATION INSTRUCTIONS,
3. ALL PANELS ARE 3W" THICK.
TZH TRIM ZONE AND ALLOWABLE HOLES
UN.T.S.
8" MIN STEM WALL PER DETAIL FWX
INSET STRONGWALL
TEMPLATE 2'
2"MIN COVER (2)M9 HOOKS 6'APART CENTERED
FAOI ITRCNGWALLANCHORLOCATON
(TOTAL OF 4 PER STRONGWALL)
2" MIN COVER FA SIDE OF ANCHOR REINFORCEMENT
24' MIN
6" MIN
EXTrTJ5I'N
(1YP)
24' FIG WIDTH U.N.O.
STRONG WALL ANCHOR REINFORCEMENT
N.T.S.
DO NOT INSTALL
*WSWH who
TEMPLATE
STRONG WALL DESIGN NOTES
L STRONG-WAL-01 HIGH STRENGTH WOOD SHURWA7L IS MANUFACTURED AND TRADEMARKED BY 'SIMPSON
STRONG TIE COMPANY INC.' HOME OFFICE: 5956 W. L45 POSITAS BLVD., PLEASANTIN, CA 9458E TEL (BUD)
9995099, FAX: (925) 847-1597. "SIMPSON STRONG -TIE COMPANY INC.' 6 AN ISO 9001-2008 REGISTERED COMPANY.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
3. THIS PRODUCT 15 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 6 PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INS FALLATION OF
ANY COMPONENTS FOR THE SFRONG-WALL SIT SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CWiIFICATION PRIOR TO CONSTRUCTION.
6. INSFAIIATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OFTHE DESIGNER,
7. SIMPSON STRONGTIE 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 IOC -ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION.
tWSWH-TP18 FASTENER QUANTITY:
SWS16150: 26
SW525600:4
ATTACH tWSWH-TP PLATE (PROVIDED) ON ONE SIDE
ALIGN tWSW'H-TP NOTCHES WITH
ONLY WITH A COMBINATION OF*SDSY'x 6"AND
BOTTOM OF TOP PLATE
INSTALL tSDSY4"x 6'SCREWS g AN
sSWS16150 CONNECTOR SCREWS.
ANGLE THAT PREVENTS THEM FROM DOTING
IDE OF FRAMING; APPROX 30°, TYP
tSWS16150
INSTALL
UTERIOWFL9LCOLLLCTOR
ON FXFERIOR F
f--,
LSLCOLIECTOR
s5D52
1" DIAMETER
DOUBLE TOP PLATE
BYYs"DEEPWIi
PERPLUG
MAX WOOD SHIM
COUNIERBORE
OPTIONAL t' DIAMETER BYYe" DEEP
SECTION
CDUNTERBORE
SCOT STRONG WALL TOP CONNECTION
UN.T.S.
FWSWH STRONG WALL INSTALLED ON PLACE WSW12d OVER THE ANCHOR BOLTS AND SECURE WITH
DESIGN NOTE ANCHOR BOLTS PER MANUFACNRFAS WASHER AND HEXNUTS(PROVIDED).SNUG TICITFIT REQUIRED;
RECOMENDATIOP6 DO NOT USE AN IMPACT WRENCH, USE 1Yx" WRENCH FOR 1" NUT
WSWH OESIGNEDTO PROVIDE'
GAP BETWEEN LSLAT BA9E OF WSW A (2) PAIRS OF #3 HAIRPINS @
AND CONIXFIE. ENSURE CONOtETE
IS LEVEL AND SMOOTH EFNFATH 4f' a FAA HAIRPIN PLAN
PANEL GRIND OR FILL AS NECESSARY. HEXNUT AND 3'MUG EDGE DISTANCE
SIRUCTURALWlSHER H� TO END OF CONCRETE
1Y COVER STEM WALL
A
MINIMUM SPACItlNG 1OF
ANCHOR 6PACNG f2'
t'-0' MIN OVERLAP OF ANCHOR
RFINF-0RCB4G EACH *W5WH ANCHOR
INSTALLED BETWEEN A
PAIR OF ANCHOR
REINFORCEMENT HOOKS
THE STRONGWALL PANEL MUST BE FIELD TIE AND SECURE HAIRPINS
DURRING CONCRETE PLACEMENT
INSET 2" FROM THE OUTSIDE FACE
OF THE CONCRETE STEM. HAIRPIN PLAN
l0'Y 24' MIN FOOTING 8" MPI STEMWALL
PER DETAIL SWAR PER DETAIL FWX
SSS Number:
s2005013
project Name:
22808 Edmonds Way
Owner
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
M
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DIAMETER r
LENGTH
This space reserved for
governing jurisdiction stamps
V' IS ON HIGH
STRENGTH MODELS
HEAVY HEX NUT
LENGTH FIXED IN PLACE ON
ALL WSW -AB ANCHOR BOLTS
HEAT' HEX NUT
PUTEWASHER
HEAVY HEX NUT
ORIGIN DATE: 7/1/2020
WL MO MODEL NO. DIAMETER CENGTH:a] REVISED: 1/12/2022PANEL MODELWSVY l8 WSW1+ABd30 1" 30"
FROM SIMPSON "https:l/embed.wideicdn.net/pdflpluslssttndhox/zi9rub5hpl/WSW1.ptlf' S23
SWFC STRONG WALL FOUNDATION CONNECTION SWAB STRONG WALL ANCHOR BOLT
N.T.S. N.T.S.
SYMBOL LEGEND SLEXP
XOLDOWN Represents holdowns which are located at the bottom of the wall where it is rolled out. Connections are
wall-[o-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
CONCRETE WALL AND CONTINUOUS FOOTING
See CONCRETE and REINFFORCINGG 1AR BAR specifications per DETAIL FINS.
F — -1 F2 SPREAD FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FTG.
L — J
SSS Number:
s2005013
project Name:
22808 Edmonds Way
Owner:
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
This space reserved for
governing jurisdiction
stamps
ORIGIN DATE:
7/1/2020
REVISED:
1/12/2022
S3,
1 !2
FOUNDATION PLAN
SYMBOL LEGEND SLEXP
XOLDOWN Represents holdowns which are located at the bottom of the wall where it is rolled out. Connections are
wall-[o-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
CONCRETE WALL AND CONTINUOUS FOOTING
See CONCRETE and REINFFORCINGG 1AR BAR specifications per DETAIL FINS.
F — -1 F2 SPREAD FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FTG.
L — J
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
SSS Number:
s2005013
project Name:
22808 Edmonds Way
Owner:
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
This space reserved for
governing jurisdiction
stamps
ORIGIN DATE:
7/1/2020
REVISED:
1/1212022
S 312
�F
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 SHEAR WALL SCHEDULE.
MO DM MODEL
HOLDOW N 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 at dropped
condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the Flush rim header.
I. I.
151 rLUUK JnCAKVVALLJ a rKHI° mu ADUVc
1/4" = V-0` DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owner
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
M
N
O
ti
n
n
N
N
7
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 7/1/2020
REVISED: 1/12/2022
S4, 1 !2'
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 SHEAR WALL SCHEDULE.
MO DM MODEL
HOLDOW N 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 at dropped
condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the Flush rim header.
I. I.
I I 151 rLUUK JnCAKWALL0 a rKHI° mu HDUVC
1/4" = V-0" DO NOT SCALE- REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owner
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
M
N
O
ti
n
n
N
N
7
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 7/1/2020
REVISED: 1/1212022
S4,2 IF
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.
MOLDM MODEL
HOLDOW N 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 at dropped
condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the Flush rim header.
I I LIIU rLUUK 3r1E1AKWHLL3 0L rKiviumU MDUVE - - --
1/4" = 1'-0" DO NOT SCALE - REFER TO ARCH=URAL SHEETS FOR DIMENSIONS
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owner
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
This space reserved for
governing jurisdiction
stamps
ORIGIN DATE:
7/1/2020
REVISED:
1/12/2022
S 5,
1
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 SHEAR WALL SCHEDULE.
MO DM MODEL
HOLDOW N 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 at dropped
condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the Flush rim header.
JAL
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.
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owner
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
M
N
O
ti
n
n
N
N
7
This space reserved for
governing jurisdiction
stamps
ORIGIN DATE:
7/1/2020
REVISED:
1/1212022
S 5,2
!2
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 SHEAR WALL SCHEDULE.
MO D00 MODEL
HOLDOW N 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 at dropped
condition u.n.o. Flush headers (FRH) reference detail FRH for installation of the Flush rim header.
III III
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owner
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
M
N
CD
ti
ob
n
n
N
N
7
This space reserved for
governing jurisdiction
stamps
ORIGIN DATE:
7/1/2020
REVISED:
1/12/2022
S 6,
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.
MOLDM MODEL
HOLDOW N 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.
RFAM m HFAnFR Rcnr--- 1—inn nr a Hnam nr h—r -i are inAi—H nn Hr> nlan farla<are
3rd FLOOR SHEARWALLS & FRAMING ABOVE
KIM
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2005013
Project Name:
22808 Edmonds Way
Owner
Kisan Enterprise, LLC
Project Location:
22808 Edmonds Way
Edmonds, WA
Design Professional:
Michel Design
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 7/1/2020
REVISED: 1/1212022
S6,2