REV1 BLD2020-0151_Stepped Diaphragm Memo_s2001006_W74 SSSOUND STRUCTURAL SOLUTIONS
E N G I N E E R S
1/12/2022
To: Naeem Iqbal, Kisan Enterprise LLC
Rob Michel, Michel Design
From: Evan Underbrink, PE, SE
Re: 22810 Edmonds Way - Building B
Stepped Diaphragm
SSS# s2001006
%A
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.
If you have any questions or require additional information, please call.
Attachments:
Clouded Key Plans (11x17)
24113 56"' Ave W - Mountlake Terrace, WA 98043 - Ph: 425-778-1023 - www.ssseng.com
Is—
HOLDOWN ANCHOR I MCHOR
44 CONTwAn P.T. SILL PLATE
I II
TOP IT, OF WAIL
6 I 11
CONC STEM WALL
FOUNDATION WALL EMBEDDED STRAP
B'LLN.O, CTRD ON FFG, U.N.O.
— IIf
MINIMUM SFEM HEIGHT
44 @ VERT �\f P9 @ 48"oc 1'-0"
REQUIRED TO ACCOMMODATE I I
ANCHORAGE PER
16'XDt DOWELS wI MAX
#4 ATE 14'E%RNSON BETWEEN
HOLDOWN SCHEDULE I I
CONC SLAB INTO WALL O STD GRADES LO"
ON GRADE HOOK IN FIG MIN
FOOTING 1 DEEPEN FOUNDATION AS REQD TO
�I ACCOMODATE FOR HOLDOWN
L — — — EMBEDMENTS INTO WALL
CONC FIG
l6"x8"w1
FDN
#�5
MHE MINIMUM HOLDOWN EMBEDMENT
a'#"�"o;
SILL PLATE
N.T.S. MHE
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
AT END
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
EMBEDMENTS
F°"
FWS FOUNDATION WALL - STEM
POST
#ABS, TYP
N.T.S.
FWSC
VAPOR BARRIER
SILL PLATE
GR BEAM
RON A iAi5P�15K"0N
AT CORNER
FOOTINGS REI"F
SILL PLATE
FDN
#A35�7YP
A E
SILL PLATE
B'U.N.O. P.T. SILL PLATE
t4 CONT wlin NAB.
TOP 12' OF WALL CONC SLAB
FDN CORNER
WHERE APPLICABLE
AT WALL
MATCH HORQ =
ON GRADE
#4@48'a
SECTIONA
STD90°HOOKINTO REINF�
INIERSECFINGGR BFAM 1'-6" CORNER BPA@ALL
3,-0"
16"MIN Y-D" VfAT
PAF POST AT FOUNDATION
OUTER REINF
DEEPEN AS MAX \\� CONCSTEMWALL
REQUIRED BETWEEN CHRD ON FTG, U.N.O.
0
FOR HOIDOWN GRADES #4@99'oc
N.T.S.
PBBC
ANCHORS DOWELS wI
14' EXTENSION
REINF
WALLS
INTO WALL N SID
HOOKINFG
#4 AT BTM
SPLICE AS REQD
.
roNDF<G + \
2H
MATCH HORII-
("2w1 3"CIA
3) #4 CONT,
U.N.O. -III— — I 11�11�11=III=III=III=
\�\�\
THICKNESS
STD 90° HDOK I �`?,--�I
REWF :-.
INIERSECTINGGR BEAM
ALTERNATE FA BAR 1�-6"
NOTES.,
BTM RDNF
CORNER au Ua uL
OUTER REINF
-CENTER VERTS AND DOWELS IN STEM WALL
\ \ \
W" MAX MATCH RG
-DEEPEN FOUNDATION AS REQD TO ACCDMODATE FOR HOLDOWN
EMBEDMENTS
RI REINFORCEMENT AT INTERSECTIONS
�51FID
FWSP FOUNDATION WALL - STEM (@ PARTYWALL)
�
WIULAUUGNN>v vv
RIAA
��\VA V� V�VAA`
L_J N.T.S. FWS3
VAS
3' CUP, TYP
THICK
P.T. SILL PLATE
(2)#4 CONT
SF STEPPED FOOTING
@mPaFWN CONC STEM WALL
. CIRO ON FIG, U.N.O.
N.T.S.
HOLDOWN POST
TB'LLNO
t4 @ 16".
2, TVP 3i
A.B. PER PLAN
A.B. PER PLAN
VERTH GRADE
4'�6" MA% � #9 @ 16"oc
30"MIX #4CONT
WNhLG wI XAX
@ 10' a HOR¢
2^, rn 7", MN
STEMPOST
BE Z-YDEEP MIN
'
14 EXTENSION BETWEEN
CONIC SIAB INTO WALL NSID GRADES LB^
T ..
i
IXJ GRADE HOOK IN FPS MIN
B
(2) 14 HONZ CDNT
9It )OONTNL
@TOP OF WALL
SOLID PACK
t' CLC,
}
CONC FTG
24 xl2'w1
SLAB 12' MIN
NON -SHRINK GROUT
TYP R YBRG
(0) #5 CONT, 3"CIA
a)#9 CONT
-0' A36 BRG PLATE
PLATE
E
wl DBL NUT
TOP N BTM
FOUNDATION
a - '
a (4) #9 K e
U.N.O.
"
3' CUR �
%' 0 EXPANSION AN01 wl
L 0" J
VERTS AND WELS IN STEM WALL
—
fi'MIN EMBED
-DEEPEN FOUNDATIOR NASREQD TO ACCOMODATE FOR HOLDOWN
SECTION A -A
EMBEDMENTS
16" BRG
SOIL
-DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH
FOOTING SCHEDULE
CENTER UNDER CONCENTRATED LOAD U.N.O.
FOOTING SIZE
I REWMCEMENr
ID
WIDTH
(Tansverse)
LENGTH
(Lon6ftW.)
THICKNESS
LONGITUDE
TRANSVERSE
T-0"
1 10"
4 #4's
4 #4's
LONGITUDE RDNF
TRANSNERSE RDNF
POST TO FIG
to
FM 0 WALL
THICKNESS
LENGTH
WIDTH
(TRAN�ER=�
(LONGITUDE)
FTG 0 WALL CORNER
y
PLYNTH ON FTG
FTG FOOTING, TYPICAL
N.T.S.
FTGA
HORQ �
Ixurcnu
VERT
2'COVER
0 VERTN
DOWEL
H
CONCRETE WALL
DOWEL W
9V NOOK
EXTENDED TO TOE
CONCRETESUB
CONCRETE FOOTING
5
3" COVER
£ D
CONT BRG SOIL�1
1
DRAINAGE PER CODE
SCHEDULE
ACI318-19 FWc8 4520000 5
DIMENSIONS
H A B C D
(FF-1N) ONO (m) (IN) (IN)
4 ao z 6 6 0
5 5-0 16 8 0 10
6 60 20 B 16 10
7-0 29 B 16 ]2
8 0-0 32 0 20 12
MENT =v
REINFORCEto
Dave
=2
Cm)
vstt=z
11oR¢
caxr
4
i4@10
22
i4@10
09@12
M@10
5
S4610
22
i4@10
i9@12
S9@10
6
S4@6
21
14@12
A4@12
89@30
S5@0
90
SS@16
S9@12
M@30
8
#6@fi
90
SS@li
S9@12
S9@30
1 Clear corer tM1 [ 2 VERTream:n[v (3• W so I, 2 b forms n all oNer lom[bm)
,N aM VERmay be M1e same pbce prwitletl essantl
spaciFg of 0b —EL a usetl
TSF THICKENED SLAB FOOTING PB PB - POST BOTTOM CONNECTION RFA REINFORCED FOUNDATION ANCHOR I �Y°^ I FOUNDATION WALL - STEM FWC FOUNDATION WALL CANTILEVER
N.T.S. TSFA U N.T.S. PBAD U 3/4" = 1'-0" RFAC U N.T.S. FWX N.T.S. FWCB
SSS Number:
s2003006
Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Ln tlon:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/1212021
S2
1"GAP
WALL BASE PLATE NAILS
1" GOP WALL BASE PLATE NAILS
SHFARWALL ABOVE
WILING
DIAPHRAGM BLOTT
BOVE
SHEARWALL ADIAPHRAGM NAILING
DIAPHRAGM
DIAPHRAGM
x 6 *SDS SCREW @ 16" a
y x 6 3SD5 SCREW @ 16" a
RIM IOISTTO DOUBLE TOP
RIM HOIST TO DOUBLE TOP
JOIST
PLATE AT SHEARWALL
JOIST PLATEATSHFARWALL
*A85 PER SW
*ATS PER SW JOIST
]GIST
SCHEDULESCHEDULE
2-b RIM/SOLID BLOCKS 2-21 RIPII DBLOCK S
Uf\\_
SHEARWn1L 'ii�l'VII�IIII` SHFnRWALL
SHEATHING SHEATHING
STEP LESS THAN 12" 12" DIAPHRAGM STEP
PW PARTY WALL SHEARWALL
NTS
DIAPHRAGM NAILING (TYP)
Y4 X 6*SDS SCREW@16'. ROOF OIAPHRAGM
DOUBLE TOP PLATETO4x
BLKG AT SHEARWALL
R 55
*A35 PER SW
TRIG
SCHEDULE
NAIL SHEATHING TO
*A35 @ 4F m
44 BURG w/ 1141 x 3"
NARS
t'BLOCK IN
PARTYRTY WALL CAP
SHFARWALL
SHEATHING
POUR PARTY WALL SHEARWALL @ ROOF
UNTS
BOUNDARY NAILS SHEATHING PER
PER NOTES VT..
30°MIN LS8"a wl
GEB GABLE -END TRUSS BRACE
N.T.S. GEBA
BEE
WALL
SHEATHING PER
SD ED
SHEATHING PER
SCHED
WALL FRMG
PLAN VIEW SHEATHING PER
SCHED
COLLECTOR
COLIKTOR � FASTANERS PER E B
MIN(9)-10d
FASTENERS PFA MEMBER
COMPRESSION U.N.O.
&OC P
SCREWS x 6" 3SDS
SCREWS DOUBLE TOP
PLATE TO CLTR
WALL
CS3 COLLECTOR SPLICE AT PARTY WALL
N.T.S.
PARTY WALL w/ STORY ABOVE
STEP IN DIAPHRAGM FLOOR DIAPHRAGMFLOOR
DTAPXAAR4
COLIECTOR/RIM
CDLLECTOR/JOIST
*LSTA24 w/ MIN(9) IOd
FASTENERS PER MEMBER
U.N.O.
1"OSB BLOCK IN
PARTY WALL GAP
FCS21 COLLECTOR SPLICE
N.T.S. CSAG
*1.51124 OR *CSl6 wl
DIAPHRAGM MIN (9)-lld
FASTENERS PER MEMBER
U.N.O.
COLECTOVRIM COLLECTOR
BEAM OPTIONALSTRAI
OA ON
CSI COLLECTOR SPLICE
N.T.S. CSAB
(8) lid EVENLY SPACED, l6d @ 16'.
TYP U.N.O. TYR FACE NAILS
MIN bi
I-T MI!
I SPLICE
TOP PLATE SPLICE
TPS DOUBLE TOP PLATE SPLICE
N.T.S.
SW SHEATHING
HOLDOWN
EMBEDDED
STRAP
11�*ER
STUDS PER
HOLDOWN SCHED
EDGE NAILING
6W SHEATHING
2x5ND
`HOLDOWN
2x STUD ANCHOR
BEAM
DISCONTINUOUS *C516 w1,
D&TOP PLATE (13) Bd NAILS EA END
Po5f
DISCONTINUOUS DBL TOP PLATE
HOC HOLDOWN AT CORNER
N.T.S. HOCA
MSFC
STRIP
J
MRPSNI
X7-
'- STRAP MAY BE
LOCATED
ON INSIDE
MSTC STRAP -(A)
HTT5KT A
PARTY WALL
TOP PLATE 3.
(3)2x STAIRS U.N.O. 7ys
WALL STU OR POST
(4x MIN) 2 Z 4
ADJACENT TO 2x4 CONTINUOUS
PARTY WALLS TOP PLATE; NO 66 HW14
GAP BREAKATGAP SMD14
EXTERIOR TOP PLATE PARTYWALL
CONSTRUCT IS CONTINUOUS END STUD
PARTYWALSTO EITERIOR WALL
IXTWDRWALL ACROSS GAP FIRE BLOCKING STHD14- A HDU14• A
PLAN VIEW ELEVATION VIEW- SECTION A -A
DSW DBL SIDED SW AT ADJOINING WALLS EPI I EXTERIOR WALL & PARTY WALL INTERSECTION HDN HOLDOWNS
U N.T.S. DSWA U N.T.S. Li
N.T.S. HDNA
TPSA
BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG
LENGTH OF COLLECTOR LENGTH "=f=
COLLECT"
DIAPHRAGM PER
STRUCT NOTES
INTERMEDIATE FRAMING ABUTTING PANEL EDGES
DTC DIAPHRAGM TO COLLECTOR
UN.T.S. DTCA
p. ,TE11TOF
SMENRWALL
OF
SHEARWALL
100
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I
L 4" x 4" IS THE MAXIMUM PENETRATION \- CRIPPLE STUD \- BASE HATE SWB SWF
OR HOLE THAT CAN BE ADDED TO A SHEARWALL
SSS Number:
s2003006
SOUR Project Name:
22810 Edmonds Way
Owner:
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
SWE SHEARWALL ELEVATION
N.T.S. DRDDD
ROOF DIAPHRAGM *LS50@SHEARWALLS *LSSO @ SHEARWALLS
PER SCHED PER SCHED
PER STRUCT NOTESR�
EDGE NAILS
SOLID *H2.5A MINe#H1 *H2.SA@ *H1BUNG @ALL ROOFLLS ALL ROOF SHFARWALS
WALL MEMBERS MEMBERS
U.N.O. @
SHEARWALLS
SHEARWALL w/ TRUSS OR RAFTER BEARING a b c
SWR SHEARWALL ROOF CONNECTIONS
N.T.S. SWRA
DIAPHRAGM PER NAILS PER
STRUCT NOTES SW SCHED WALL BASE
WALL BASE EDGE NAILS PLATE CONN
NR RIMIBLKG PLATE CONN (SWABOVE) (SW ABOVE)
(OR ROOF GABLE) SOLID BUNG OR DIAPHRAGM PER
COLLECTOR STRUCT NOTES
RIM/BLKG
EDGE NAILS
PROVIDE 435 (SIN LO
48PER
(EL PROVIDE
BLKG@'a SW SCHED W) BUKG@48.
w/IDS-WALL DOUBLE -SIDED SHEARWALLS, w/)IST-WAL
PARALLEL PARALLEL
INTERIOR SHEARWALLS,&
EXTERIORSHEARWALLS EXTSHEARWALLS@CANTILEVERS SHEARWALLTOFLOORTOSHEARWALL
SWF SHEARWALL FLOOR CONNECTIONS
N.T.S. SWFA
WALL BASE WALL
WALL PLATE CONN
PER SW SCHED DIAPHRAGM PER
ANCH PER STRUCT NOTES
SW SCHED
RIHIBLKG ANCH PER
2x SILL U.N.O. SW SCHED
PER SW SCHED EDGE NAILS 2x SILL U.N.O.
PON PON PER 1W SONED
SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION
SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS
UN.T.S. SWBA
M
V) rl
O h O
.ti
m
Au
v
sJ A.
v
z E
F_ O
Ce
I—v
Nn
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3
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N
0
C
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/1212021
S3
(2)BAYS 4x4 LUGFASTEN BRACE TO 4x4 BLKG w1(6) 0.148 x 3' NAILS
0.148x3 NAZIS LA 4'oc
2x6 BRACE
GIRDER
TRUSS
+C516 wl (10) 0.14E x 2y
NAILS W EA END
3A34 TO BTM CHORD OF G.T.
GTB GIRDER TRUSS BRACE
UN.T.S.
12"MIN BEAM B BLOCIaNG
B7TRU-SS
TOP CH
2X FLAT BURG
7
GIROIX TRUSS
TOP CHORDS
CSB COLLECTOR SPLICE TO BLOCKING
N.T.S.
BOTTOM PLATE 0SPN516 w1
FLOOR SHEATHING B-16U WdUS INTO xP5PN58 wl
TOP PIATE,E.S. 1-8U NAIL INTO
3PSPN58 PLUMBING BASE PLATE, E.S.
�RUMBING
ROOR
PSPNSl6
NOTCH PS
REQUIRED
DBLTOP PUTE WALL STUD, TYR WALL STUD,
TYR
ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH
PLAN VIEW PLAN VIEW
POF PENETRATION OF FRAMING - EXTERIOR WALL
N.T.S.
DEPPTH
J
FOR PSI & 154 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 rPENETRATIONS IN THIS AREA DO NOT
PRIOR APPROVAL OF THE ENGINEER DIAMETER OF THE / REQUIRE APPROVAL FROM THE ENGINEER
LARGER HOLE
y SPAN + hSIAIN i/SPAN
SPAN
BP BEAM PENETRATIONS, TYPICAL DETAIL
UN.T.S. BPAA
FRMG
*C514 CHORD STRAP wl
(24) 0.148 x 2' NAILS
CANTILEVER
BFAKI
FRMG
3MSTC60 BENT 51 WP w1
(56) 0.148 x 3 NAILS
FHF FRAMING HUNG FROM FRAMING ABOVE
UN.T.S. FHFA
BEAM & 3CS16
wl (16)111 REQUIRED STUDS
A5 SHOWN
BEAM NIWALL 116WALI
4x & 2-2x (SAWN)
3yx(GLB) (2)20 (2)2x6
3V2x(KANO
6x & 3-bt (SAWN)
SS'ax(GLB) (3)20 (3)26
5Y,x (MANE)
Bx (SAWN
)
6/4x(GLB) (4)20 (4)2x6
REQD h "AN'
SNITS
GIRDERTRU55 (3)2x4 (3)Ati
REQUIRED TRIMMERS
KING HEADER 2x4 WALL 26 WALL
STUD HEADER 4x & 2-2x (SAWN)
3Yg(GIB) 20 24
3' x (MANO
6x & 3-2x (SAWN)
REQD 5YO(GLB) -- (2)26
TRIMMERS 5yx(MANF)
NOTE; BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM
SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS
3HS BEAM & HEADER SUPPORTS
N.T S.
DIAPHRAGM EWE NAILING
ROOFSHEATHING
CONTINUOUS DOWN
TO GIRDER TRUSS
e2xI2 RAFTER
HER TRUSSES BEYOND
.12 RAFTER
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
own
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
I This space reserved for I
"" HEIGHT&OCK
GIROBRTRU55 10.148 x 3" NAILS 0 SYrR
PER MANUFACTURER 6' «INTO BTM CHORD WPLI
ORIGIN DATE: 1/31/2020
(MIN 2-PLY)
REVISED: 1/1212021
COMMON TRUSS 3U15 HANGERS SIZED FOR
PER MANUFACTURER BOTTOM CHORD OF TRUSS
C /� a
S4
RTT RAFTER TO TRUSS
U N.T.S.
.................
STRONG WALL DESIGN NOTES
1. STRONG-WALLG/ HIGH STRENGTH WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON
STROM TIE COMPANY INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEAS,ANTON, CA 91588 TEL: (BOO)
999-5099, FAX:(92; 847-1597.'SIMPSON STRONG TIE COMPANY INC.' IS AN IS09001-2008 REGISTERED COMPANY.
2. USE OF THIS PRODUCT 15 SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
3.THI5 PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE DESIGNOF
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.
S. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF
ANY COMPONENTS FOR THE SIRONGWALL 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 RIGHTTO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS
WITHOUT NOTICE OR NABILIIY FOR SUCH CHANGES.
S. ALL HARDWARE CALLED OUT IS SIMPSON STRONG TIE.
9. SEE IOC -ES ESU6520RCITY OF LOSANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION,
FWSWHH-TPI2 FASTENER QUANTITY:
SWS16150: 14
SWS256002
ATTACH SWSWH-TP PLATE (PROVIDED) ON ONE SIDE
ALIGN#W5WH-TP NOTCHES WITH
ONLY WTIH A COMBINATION OF ODS�'x IN AND
BOTTOM OF TOP PLATE
INSTALL SSDSY% TSCREWS@ AN
xSW5WIT CONNECTOR SCRElNS.
ANGLE THAT PREVENTS THEM FROM EXITING
SIDE OF FRAMING; APPROX IF, TYP
#SWS16150
INSTALL WSWH-TP
LSLLOLECTOR
ON EXTERIOR FOCI
EA COLLECTOR
#SDS25600
1" DIAMETER
DOUBLETOP PLATE
BYYs' DEEP
*WSWH PER PLAN
4'M0.X WOOD SHIM
COUNTERIRIRE
OPTIONAL I"DIAMETERB DEEDEEP
SECTION
ODUNIFRBORE
SWT STRONG WALL TOP CONNECTION
UN.T.S.
xWSWH STRONG WALL INSTALLED
ON
LACE WSW12dOVER THE ANCHOR BOLTS
AND SENRE WITH
ANCHOR BOLTS PER MANUFACNREA5
WASHER AND HEX NUTS(PROVIDED). SNUG
TIGHT FIT REQUIRED;
RECOMENDATIOS
DO NOT USE AN IMPACT WRENCH, USE I%'
WRENCH FOR 1" NUT
A
(2) PAIRS OF #3 HAIRPINS@
"V' a PER HAIRPIN PLAN
HEX NUT AND
3" MW EDGE DISTANCE
SIRUCTURALWASHER
I� TO END OF CONCRETE
Ly COVER
STEM WALL
MINIMUM EXTENSION OF
ANCHOR SPACING f 2"
wA
1'W IN OVERLAP
OFANCHOR
RFINFORCBJG
EACH IWSWH ANCHOR
INSTALLED BETWEEN A
PAIR OF ANCHOR
REINFORCEMENT HOOKS
FIELD TIE AND SEC1RE HAIRPINS
DUARING CONCRETE PLACEMENT
HAIRPIN PLAN
VON24' MIN FOOTING S' MIN STEMWALL
PER DETAIL SWAB PER DETAIL FWX
SWFC STRONG
WALL FOUNDATION CONNECTION
UN.T.S.
8" MIN STEM WALL PER DETAIL FO
INSET STRONGWALL
TEMPLATE 2"
2"MINCOVER (2)#4HOOKSG6"APPAT CENTERED
FOCI STRONGWALL ANCHOR LOCATION
(TOTPL OF 4 PER STRONGWALL)
2" MIN COVER FA SIDE OF ANCHOR REINFORCEMENT
2'-0' MIN
rlm
6"MIN
EXTE S ON
mP)
24' FIG WIDTH U.N.0.
STRONG WALL ANCHOR REINFORCEMENT
N.T.S.
DO NOT INSTALL
*WSWH who
TEMPLATE
NO HOLES ALLOWED IN TOP B"OF NO HOES ALLOWED IN TOP SOP
EDGE DRILL ZONE PANEL PANEL
MIDDLLYs OF PANEL THICKNESS FACE ORILLZONE
FACE DRILL ZONE CENTER Cj'OF PANEL FACE AS
HOLES MAINTAIN I!'NIN. EDGE DISTANCE SHOWN
• MAX. THREE HOLES IN FACE FROM CHASE AND OUTSIDE EWE, 12' ABOVE BUSTING HOLE, MIN.
29'
AND THREE IN EDGE. TYPICAL,
• X"-DIAMETER HOLES, MAX.
• 6.O.C., MIN.
22'
NO FACE HOLES
ALLOWED IN LOWER
W OF PANEL
NO EDGE HOLES
ALLOWED IN LOWER HOLES ®� HOES FOR
26"OF PANEL • 4'"DIA, HOES, MAX. WSWH29X7 PANEL ONLY
• MAX. OFTWO 4Y-DGL HOLES OR MAX.OF ONE 4s�xfi'HOIE
ONE MINIMUM HOLE. . S'FROMTOPOFPANEI.,MLN.
• NO MINIMUM ON{ENIFR SPACING
REQUIRED.
ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES
FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE PALL
NOTES: HOLES
1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO Fri. MINIMUM TRIMMED HEIGHT
FOR All PANELS IS 74W'.
2. All PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEXNUTS, TWO STRUCTURAL
WASHERS, TWO xWSW-TOW HATES AND INSTALLATION INSTRUCTIONS.
3. All PANELS ARE 3%'THICK
TZH TRIM ZONE AND ALLOWABLE HOLES
UN.T.S.
DIAMETER
LENGTH
Hs
" HIS ON HIGH
STRENGTH MODELS
HEAT' HEXNUT
LENGTH FIXED IN PLACE ON
ALL WSW -AB ANCHOR BOLTS
HEAVY HE( NUT
PLATE WASHER
HEAVY HEX NUT
WSWH MODEL C. DIAMETER LENGTH Q
PANEL MODEL
WSWH12 NSWHI-PB1x30 t' 30" 2 "
FROM SIMPSON "https://embed.Widenodn.netlpdf/plus/ss tmlbooylzi9rub5hpl/WSW1.pdr
SWAB STRONG WALL ANCHOR BOLT
UN.T.S.
DESIGN NOTE
WSNH DESIGNEDTO PROVIDE' This space reserved for
GAP BETWEEN LSLAT B45E OF W5W go-ming jurisdiction stamps
AND CONIXFIE. ENSURE CONCRETE
IS LEVEL AND SMOOTH BENEATH
PANEL GRIND OR FILL AS NECESSARY.
I
THE STRONGWALL PANEL MUST BE
INSET 2" FROM THE OUTSIDE FACE
OF THE CONCRETE STEM.
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Own
Michel Design
Project Location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
FWX B' STEM
w112. FfG CONTINUOU524"x12'FOOTING w1 SIMPSON STRONG WALL
�(3)#5 TOP; 3"CUR xWSWH pB-1"
CUR
----- - - - - - -
L
�FOUNDATION REINFORCEMENT PER
DEfAILSWFCAND WALLPLACEMENT W
PER SWAR
NECESSARY FOR THIS /
RFA RFA PRODUCT
THERE ARE NO RETROFR r/
OPTIONS.
UNIT 5
e e � - - s
L�----- FWC
--- Z ---- 1-
— — — — — — — ----
I I
I I
w110"x29' l
�� man PAxir wAu�
I
I r—F2
TSF
I I I
I I
I I I
I _ I
mil
4" STAB ON tltADE cal
6x6 W1.4 x W1.4
W.W.F
�
CONIINUW524'x 12"FOOTING wI #STHD14 11 (3)IA
(3) 15 TOP; 2" C5 B1M; 3"CIA I
- - - - - - - - - - - sMTSNT
UNIT 6
FOUNDATION PLAN
— — — — — — — — — — — — — — — — — —
1_1 @P� AAttWALLJ
I
F2
1 r—r
I
TSF
I
I I I
I I I
J I�
I
4' STAB ON GRADEwI
6x6 W1.9x W14
WWF
< ' CONTINUOUS 24"x 12' FOOTING wI
rl �(3)#5ll3CUR
—
IIFVyI-ICI (3) #5 BFM; 3' OUR
UNIr7
1/4° = 1'-v DO NOTSCALE- VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIORTO CONSTRUCTION
+1'-6"
SYMBOL LEGEND SLEXP
#HOUIOWN�
HOLDOWN Represents haldowns 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.
r — 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.
\- SIHD14 H I
jI I
I I
7777
r I I
1
TSF
5 8"STEM I
I w110'x29" FTG
@PARTY WALL <"STAB ON tltADE wI
I 6x6 WIW FW1.4 1 I 1 1
L_J
F3
I r,
1 I I
1 I I
I� PB J I I
� I I
13 I I
K*-DI4
COMINUOUS 24"x l2" FOOTING cal 8' STEM FWI(3) #5 TOP; 2" tlA —cal 12'xN" RG
J5BTM;3' QR — — — — — — — — — — — — — — — J
UNIr8
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Own
Michel Design
Project location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/1212021
S6
Z
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 sheamalls and shows the extents of that wall. Connections
per the SHEARWALL SCHEDULE.
,H01DDWH M�
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.
19
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 Bills 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.
JAL JJ
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.
IT T If T
UNrT5 UNIr7
UNIT 6
1st FLOOR SHEARWALLS & FRAMING ABOVE
1/4" =1'-v
DO NOT STALE - REFER TO AROITIECTURAL SHEETS FOR DIMENSIONS
UNIr8
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Own
Michel Design
Project location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/1212021
S/
Z
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 sheamalls and shows the extents of that wall. Connections
per the SHEARWALL SCHEDULE.
,H01DDWH M�
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.
19
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 Bills 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.
JAL JJ
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.
IT Ir If T
2nd FLOOR SHEARWALLS & FRAMING ABOVE
DO NOT STALE - REFER TO AROITIECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Own
Michel Design
Project location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/1212021
SV
Z
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 sheamalls and shows the extents of that wall. Connections
per the SHEARWALL SCHEDULE.
,H01DDWH M�
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.
19
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 Bills 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.
JAL JJ
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.
IT T If T
3rd FLOOR SHEARWALLS & FRAMING ABOVE
1/4" =1'-v
DO NOT STALE - REFER TO AROITIECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2001006
Project Name:
22810 Edmonds Way
Own
Michel Design
Project location:
22810 Edmonds Way
Edmonds, WA 98020
Design Professional:
Amy Thomas
This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 1/31/2020
REVISED: 1/1212021
S9