SEE REV1 APPROVED BLD2022-1035-Structural PlansSHEARWALL SCHEDULE
SWEXP
Notes apply as called out in table below.
1 Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detail SWR
2 *MASAP can be installed instead of sill bolts with washers. When replacing 1/2"0 sill bolts use 7-10dx1l/2"
nails (minimum nailing) and when replacing 5/8"0 sill bolts use 9-10dx11/2" nails (maximum nailing).
3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d toe nails @ 8"oc for #A35.
4 See detail SWR. For gable -end roof connections see detail SWF.
5 See detail SWB.
6 Abutting panel edges require a 2-2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud.
7 See detail DSW.
8 The plate washer shall extend to within 1/2" of the edge of the bottom plate that receives the sheathing or rim.
At double -sided shearwalls, stagger on both plate edges.
SHEAR FLOW CONNECTIONS / SPACING
S
SILL -TO -
FLOOR -TO -
ROOF -TO -
WALL BASE PLATE
CALL
FOUNDATION 1, 2
SILL &WALL
WALL 4
5
OUT
5/8"0 @ 60"oc or
*A35 @
#H1 @
16d @ 10"oc
A
1/2"0 @ 60"oc
48"oc 3a
24"oc 4
5/8"0 @ 60"oc or
*A35 @
*LS50 @
16d @ 6"oc
1/2"0 @ 40"oc
24"oc
36"oc 4
5/8"0 @ 40"oc or
*A35 @
*LS50 @
16d @ 4"oc
7/2"0 @ 24"oc
16"oc
24"oc 4
5/8"0 @ 24"oc or
*A35 @
*LS50 @
16d @ 2"oc
D
1 /z0@16oc 8
" "
12"oc
12"oc 4
5/8"0 @ 12"oc or
*A35 @
*L550 @
2-16d @ 2"oc to 4x
C
G
1/2"0 @ 8"oc 8
6"oc
8"oc 4
rim/blkg
5/8"0 @ 10"oc or
*HGA10KT
N/A
(2) 1/4" x 5" #SDS
C
1/2"0 @ 6"oc 8
@ 6"oc
@ 4"cc to 4x rim
r
HOLDOWN SCHEDULE
N
WALL SHEATHING
CALL
OUT
SHEATHING
THICKNESS
EDGE
NAILS
G
7/16"
8d @ 6"oc
4
7/16"
8d @ 4"oc
3
7/16" 6
8d @ 3"oc
2
7/16" 6
8d @ 2"oc
33
7/16" both
sides 6, 7
8d @ 3"oc
19
7
19/32" both
sides 6, 7
10d @ 2"oc
1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall.
See Detail MHE
2 Fasten to the end framing members of the shearwall, u.n.o.
3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required.
4 Provide the minimum embedment and edge distances specified by the manufacturer.
5 Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o.
6 See detail HDNfor installation.
HOLDOWN / STRAP
FASTENERS 5
FOUNDATION
COMMENTS
1, 2, 4, 6
ANCHOR 1, 3, 4, 6
*STHD14/14RJ
30-16d sinker
N/A
#HDU11-SDS2.5
30 - #SDS1/4x2l/2
1"$T.R.
6x6 Min Post, See detail RFyA
#CS16
22-10d
N/A
13" Min End Length, See detail CSH
(2) MST27
30-16d sinker
N/A
equal number of fasteners to both
connected elements. 6x6 Min Post
*MSTC66
68-16d sinker
N/A
equal number of nails to both connected
elements
(2) :#MST60
46-16d sinker
N/A
equal number of fasteners to both
connected elements. 6x6 Min Post
CITY OF EDMONDS
BUILDING DIVISION
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 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 RETAINING WALLS Extend footings to undisturbed bearing soil. Do not backfill until all
slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement.
There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds
the wall height.
SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors
4"). Use 3"x3"x0.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6
feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece.
CONCRETE Fc = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or
unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum
of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be
prevented through proper handling and placement.
REINFORCING STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be
Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded
wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices.
See applicable detail(s): BD SH
CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o.
See applicable detail(s): RI
FOOTING DRAINAGE Footing drainage per 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/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, RA FTERS, JOIST
6X and wider DF#1
4X DF#2
2x 10 and greater DF#2
2x 8 and smaller HF#2
IAIA, 1 1 C 'l lr%C
2x HF#2
ENGDNEERED WOOD shall meet the following minimum properties:
Callout E x 106 (psi) Fb(psi) Fc par (psi) Fc perp (psi) Fv(psi)
GLB 1.8E 2400 1650 650 240
All cantilevered and multi -span glue -laminated beams (GLB) shall be V8 unless noted otherwise,
additionally cantilevered beams shall have zero camber.
24F-V4 shall be cambered with a 3500' radius u.n.o.
LVL 2.0E 3100 3000 750 285
LSL 1.55E 1900 2050 900 310
PSL 2.2E 2900 2900 625 290
Engineered wood products shall be protected from moisture to preserve their structural integrity.
Provide temporary bracing to avoid permanent deflections resulting from drying under construction
dead loads.
I -JOISTS Connect I -joist to plate using one 10d (0.131" x 3") nail on each side of bottom flange; drive nails
at an agle at least 1 1/2" from end. Connect 1 1/4" LSL rim to I -joists with one 10d (0.131" x 3") nail into
top and bottom flange. Full -depth blocking between joists over shearwalls shall be 1 1/4" min LSL.
TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall
be designed for all loads and load combinations per the CODE All connections per manufacturer, u.n.o.
If truss layout is changed by manufacturer, please notify this office. For trusses over walls, if header is not
specified over openings, design truss to span over it.
See applicable detail(s): GEB
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.).
Block all supports solid to the foundation.
See applicable detail(s): BHS TPS
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
apROVED PLAN
GENERAL STRUCTURAL NOTES continued
WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their
intended application (group 5 species not allowed).
SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter
designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the
number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number
designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding
engineering calculations.
Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See
Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs
shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate
nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not
provide full bearing. Construct cripple walls same as the shearwall above, and gable -ends same as the
shearwall below.
Rated sheathing:
7/16" OSB rated with a 24/16 span rating.
1/2" CD with a 32/16 span rating.
See applicable detail(s): SWE
ROOF DIAPHRAGM Install either OSB or CD sheathing:
7/16" OSB rated sheathing with a 24/16 span rating;
panel clips required when spacing is greater than 20" oc.
1/2" CD rated sheathing with a 32/16 span rating.
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows
half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with
8d @ 12"oc, blocking not required u.n.o.
ROOF -TOP DECK DIAPHRAGM Install minimum
23/32" rated Sturd-I-Floor T&G with a 24oc span rating
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half
the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior
supports with 10d @ 12" oc, blocking not required u.n.o.
FLOOR DIAPHRAGM Install minimum
23/32" rated Sturd-I-Floor T&G with a 24oc span rating.
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half
the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior
supports with 10d @ 12" oc, blocking not required u.n.o.
GARAGE FLOOR DIAPHRAGM Install minimum
1 1/8" rated Sturd-I-Floor T&G with a 16oc panel index
Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half
the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior
Top with a min of 3" concrete reinforced with 6" x 6" 10/10 wire mesh.
COLLECTORS Diaphragms shall be nailed continuously to rims, drag struts, drag trusses and other collector
elements at boundary spacing, u.n.o.
See applicable detail(s): DTC CS
CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "#", indicates a hardware
connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities
from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an
equivilent or greater capacity selection. Install per the manufacturer instructions.
Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized.
NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification
for Wood Construction (NDS) u.n.o.
HOLDOWNS See the HOLDOWN SCHEDULE.
See applicable detail(s): HDN HOC
POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s)
U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam.
HANGERS Model numbers will be specified on the plans for conditions that require more than minimum
capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific
model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or
shimming of beam not allowed unless specified.
JOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
and/or construction review services related to the contractor's safety precautions or to means, methods,
techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site
visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible
for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
employees, or for access, visits, use work, travel, or occupancy by any person.
OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural
Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
Structural Solutions Inc.
MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall
provide temporary bracing as required until all permanent connections and stiffenings have been installed.
Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
PLAN INSTRUCTIONS
READ THIS FIRST
These plans are organized so that more detailed or specific information is found in the same
way by following the direction shown below:
GENERAL STRUCTURAL NOTES
SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more
specific information.
SCHEDULES
DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more
specific information.
DETAILS
PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
specific information.
PLANS
See the SYMBOL LEGEND as well as ABREV14TIONS 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 VEANY QUESTIONS OR CONCERNS CONTA CT 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: s2202002
ABBREVIATIONS AND ACRONYMS
ABV
ABOVE
E.S.
EACH SIDE
O.C.
ON CENTER
A.B.
ANCHOR BOLT
E.W.
EACH WAY
P.T.
PRESSURE TREATED
BLW
BELOW
EA
EACH
REINF
REINFORCEMENT
BLK
BLOCK
E.N.
EDGE NAILING
REQD
REQUIRED
BLKG
BLOCKING
EMBED
EMBEDMENT
SCHED
SCHEDULE
B.N.
BOUNDARY NAILING
EXIST
EXISTING
SIM
SIMILAR
BTM
BOTTOM
FDN
FOUNDATION
STD
STANDARD
BRG
BEARING
FLR
FLOOR
STRUCT STRUCTURAL
BTWN
BETWEEN
FRMG
FRAMING
SW
SHEARWALL
CLR
CLEAR
FTG
FOOTING
THRU
THROUGH
CLTR
COLLECTOR
G.T.
GIRDER TRUSS
T.R.
THREADED ROD
CONIC
CONCRETE
GR
GRADE
TYP
TYPICAL
CONN
CONNECTION
HORIZ
HORIZONTAL
U.N.O.
UNLESS NOTED
CONT
CONTINUOUS
MAX
MAXIMUM
OTHERWISE
CTR
CENTER
MFG
MANUFACTURED
VERT
VERTICAL
DBL
DOUBLE
MIN
MINIMUM
w/
WITH
DET
DETAIL
o/
OVER
w/o
WITHOUT
E. E.
EACH END
oc
ON CENTER
W.W.F.
WELDED WIRE FABRIC
DESIGN CRITERIA
Governing Code 18 IBC Risk Category II
Wind Design Data
Basic Wind Speed (3 sec gust) mph
98
Surface Roughness
B
Wind Exposure Category
C
Earthquake Design Data
Seismic Importance Factor, 1,
1.00
Site Classification
D
Short Period Acceleration, S,
1.296
1-Second Acceleration, S1
0.458
Seismic Design Category
D
Spectral Response Coefficient, Sps
0.864
Spectral Response Coefficient, Spi
0.562
Gravity Load Data
Internal Pressure Coefficient +/-
0.18
Topographic Factor, Krt
2.23
Ground Elevation Factor, Ke
0.99
Seismic Force Resisting System
ITable 12.2-1: A-15
2016 Equiv. Lateral Force Procedure
Response Modification Factor, R
6.5 Transverse
6.5 Longitudinal
Seismic Response Coefficient, C,
0.133 Transverse
0.133 Longitudinal
Seismic Base Shear, V
29350 Ibs
loads are psf
Dead Live
Snow
Rafters'
*Solar-Ready3 20 0
25
Trusses (pitched)
*Pitches:5 8:12
•Solar-Ready3
Pitches < 8:12
Top Chord 15 0
25
Bottom Chord 5 0
0
Roors: loads are psf
Dead Live
Snow
Joists 12 40
0
Joists (GARAGE)s 60 40
0
Decks: loads are psf
Dead Live
Snow
Joists 60 60
25
Notes apply as called out in table above.
1 Rafters of sawn lumber or wood I -joists.
2 Roof has direct access and is intended to be used by occupants as living space.
3 Dead load includes 5psf for photovoltaic panels.
4 Slope top chords to drain; see architectural
plans.
5 Joists of sawn lumber or wood I -joists.
Soil Data
Allowable Soil Bearing
12000
psf
Passive Earth Pressure
1275 *pcf
Active Soil Pressure
1 35
pcf
Coefficient of Friction
10.40
At -Rest Soil Pressure
1 55
pcf
Unit Weight of Soil
1 125
pcf
Company: Cobalt Geosciences Report #: Date: 9/17/20
*Includes F.S. = 1.5 per Geotech Report
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
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This space reserved for
governing jurisdiction stamps
ORIGIN DATE; 7/25/2022
REVISED; ---silo
-
BOUNDARY NAILS SHEATHING PER
PER NOTES NOTES BOUNDARY NAILS
ROOF DIAPHRAGM
300 MIN
2x FLAT BLK w/
DBL ROW OF 20 NAILER
CITY OF EDMONDS BOUNDARY NAILS —i
EXPOSED 0.25d MFG TRUSS
BUILDING DIVISION TRUSS RAFTER MAX NOTCH
2x4 BRACE @ 48"oc w/ #SDWS 0,152" x 6"
#A35 AT BTM TO EACH RAFTER
SHEARWALL GEB GABLE -END TRUSS BRACE RTW RAFTER TO BEARING WALL
APPROVED PLAN BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG N.T.S. GEBA N.T.S. CTPF
LENGTH OF COLLECTOR LENGTH OF COLLECTOR
FRMG
COLLECTOR STRAP
DIAPHRAGM PER
STRUCT NOTES SSS Number:
s2202002
INTERMEDIATE FRAMING ABUTTING PANEL EDGES EXTENT OF EXTENT OF
SHEARWALL CRIPPLE STUD DOUBLE TOP PLATE SHEARWALL TPS SWF SWR Project Name:
191xx 94th Ave W
FTC DIAPHRAGM TO COLLECTOR SB STRAP TO BEAM
N.T.s. DTCA
N.T.S. SBAB
Owner:
HEADER HEADER LQH, Inc
PROVIDE (1) STUD
PER STRAP, TYP
(8)16d EVENLY SPACED, 16d @ 16" oc WINDOW
OPENING Project Location:
TYP U.N,O, TYP FACE NAILS BEAM % SPECIFIED NAILS PER 191XX 94th Ave W,
EACH END LENGTH, TYP
DISCONTINUOUS #CS16 w/, END
DBL TOP PLATE (13) 8d NAILS EA END LENGTH DIAPHRAGM PER DOOR Edmonds, WA
+ _ _ STRUCT NOTES ENI
POST END
MIN 2x RIM/BLKG LENGTH DIAPHRAGM PER KING STUD Design Professional:
STRUCT NOTES TRIMMER STUD LQH, Inc
I I
#CS16 STRAP(s)
4'-0" MIN I END
SPLICE LENGTH
END pq I N A
TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE LENGTH SWB SWF
#CS16 STRAP(s) BEAM, 3%" 4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE
WRAP STRAP WIDE MIN. OR HOLE THAT CAN BE ADDED TO A SHEARWALL
UNDER BEAM M
N N
TPS DOUBLE TOP PLATE SPLICE STRAP BETWEEN FLOOR STRAP TO BEAM BELOW FSWE�SHEARWALL ELEVATION o N o
00
N.T.s. TPSA CSH COILED STRAP HOLDOWN N.T.S. DRDDD
N.T.S. O w
N
DBL 2x STUD ROOF DIAPHRAGM w
J
PER STRUCT NOTES
EDGE NAILING SW SHEATHING #LS50 @SHEARWALLS 1 If you can't lap the sheathing then you Z
O E
EDGE NAILS R SCHED DIAPHRAGM PER must install the A35's as shown (Not Optional) = H U
�55 STRUCT NOTES DC
SOLID BLKG DIAPHRAGM PER �—
HOLDOWN RIP TO FIT STRUCT NOTES PROVIDE c/� Ln
EMBEDDED BOUNDARY BLKG @ 48"oc C Z cn
STRAP NAILS DIAPHRAGM RAFTER #A35 PER
T&G ROOF DECKING #H2.5A MIN RAFTER SW SCHED GABLE RAFTER
STRAP SHOWN @ ALL ROOF w 3:
MEMBERS @ INTERMEDIATE & 16" MAX AROUND CORNER MEMBERS @ ALL MIN
U.N.O. @ @ALL ROOF BLKG #H2.5 @ALL EDGE NAILS
END BEARING SUPPORTS, TYP p
O
STUDS PER � SHEARWALLS MEMBERS EDGE NAILS # A35 PER
ROOF MEMBERS
HOEDOWN SCHED SW SHEATHING 3y" MIN WALL SW SCHED
cc
SHEARWALLS
p1
SHEARWALL w TRUSS BEARING SHEARWALL w/ RAFTER BEARING SHEARWALL w/ RAFTER PARALLEL 0)
EDGE NAILING d / Ln
x x x x x____ -- 2x STUD
0.25d SWR SHEARWALL ROOF CONNECTIONS x
MAX
4Y Y16" NOTCH N.T.S.
�
RAFTER PER PLAN O NOTE; \_ BEAM
SWRA
HOEDOWN SEE DETAIL SWR FOR SHEAR CONNECTIONS
2xSTUD ANCHOR
RCB SHEARWALL ROOF CONNECTIONS AT BEAM DIAPHRAGM PER NAILS PER N FL
DBD DECK BOARD DIAPHRAGM STRUCT NOTES SW SCHED WALL BASE
N.T.S. WALL BASE EDGE NAILS PLATE CONN
N.T.S. HOC HOEDOWN AT CORNER FLRRIM/BLKG PLATE CONN (SW ABOVE) (SW ABOVE)
N.T.S. HOCA (OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER
COLLECTOR STRUCT NOTES
RIM/BLKG
EDGE NAILS *�t
BEAM & #CS16 PROVIDE #A35 PER EDGE NAIL
'1
w/ (16)10d REQUIRED STUDS PROVIDE
BLKG @ 48"oc SW SCHED (SW BELOW) BLKG @48" oc
AS SHOWN
BEAM 2x4 WALL 2x6 WALL MSTC MST w/ JOIST -WALL DOUBLE -SIDED SHEARWALLS PARALLEL w/ JOIST -WALL
4x & 2-2x (SAWN) STRAP STRAP PARALLELspace
3%x (GLB) (2) 2x4 (2) 2x6 — — INTERIOR SHEARWALLS, & governing jurisdiction stamps
3%x (MANF) I I EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL
6x&32x(SAWN) -
5%x (GLB) (3) 2x4 (3) 2x6 4x MIN SWF SHEARWALL FLOOR CONNECTIONS
5%x (MANF) STRAP MAY BE WALL N.T.S.
SWFA
8x (SAWN) LOCATED
6%x (GLB) (4) 2x4 (4) 2x6 ON INSIDE
REQD 7x (MANF) MSTC STRAP -(A) MST STRAP- A SHEATHING PER
STUDS SCHED
GIRDER TRUSS j (3) 2x4 (3) 2x6
WALL BASE WALL
REQUIRED TRIMMERS PLATE CONN
I WALL DIAPHRAGM PER
3 (3)2x STUDS U.N.0, (r" #HDU11 SHEATHING PER ANCH PER PER SW SCHED STRUCT NOTES
KING HEADER 2x4 WALL 2x6 WALL I SCHED SW SCHED
STUD HEADER 4x & 2 2x (SAWN) 21 3T2" RIM/BLKG ANCH PER
3yx (GLB) 2x4 2x6 6x6 i 2x SILL U,N.O. SW SCHED
3%x (MANF) PER SW SCHED EDGE NAILS 2x SILL U.N.O. ORIGIN DATE; 7/25/2022
U.N.O.s�� ' RFA WALL FRMG
6x & 3-2x (SAWN) STHD14 1s
REQD 5%x (GLB) ---- (2) 2x6 FDN FDN PER SW SCHED
TRIMMERS 5%x (MANF)
REVISED;
NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM STHD14- A HDU11- B PLAN VIEW SHEATHING PER RECEIVED o
SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS SCHED SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION Sep 06 2022 0 fV
CITY OF EDMONDS N
DEVELOPMENT SERVICES NI
BHS BEAM & HEADER SUPPORTS HDN HOLDOWNS DSW DBL SIDED SW AT ADJOINING WALLS SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS DEPARTMENTco
L—iN.T.S. N.T.S. HDNA N.T.S. DSWA N.T.S. SWBA �I
0
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CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
GARAGE FLOOR
DIAPHRAGM
SHEATHING
CONCRETE
SLAB
SHEAR WALL
DIAPHRAGM
BOUNDARY NAILS
FLOOR
DIAPHRAGM
FLOOR
2X4 MIN FRAMING
NAILER w/
0.148 x 3" @ 8"oc
GARAGE
FRAMING
SHEAR TRANSFER AT GARAGE
N.T.S. TSFA
#LSTA24 w/
MIN (9) -10d x 1 %"
FASTENERS PER MEMBER
DIAPHRAGM U.N.O.
COLLECTOR I COLLECTOR
SPLICE OPTIONAL STRAP
LOCATION
CS COLLECTOR SPLICE
L—i N.T.S. CSAA
A-12
WALL
2x10 LEDGER w/ '
(2)#SDWS%x4%" T—
SCREWS@ 16" oc, MAX
(2) #A34 @ TOP, (1) E.S.
w/ #SD SCREWS ROOF SHEATHING PER
STRUCTURAL NOTES
CONTINUOUS
2x10 @ 12" oc 2X EDGE
MAX, U.N.O MEMBER
t (2)16d
#A34 w/
#SD SCREWS
2'-0" MAX
ARCHITECTURAL FEATURE ATTACHMENT
N.T.S.
#LSTA24 w/ MIN (9) -10d
FASTENERS PER MEMBER
U.N.O.
TOP PLATE
COLLECTOR OR RIM
COLLECTOR OR RIM
TOP PLATE
COLLECTOR TO TOP PLATE
N.T.S.
SHEARWALL BOTTOM PLATE
#PSPN58
FLOOR SHEATHIN
PLUMBING
SHEARWALL
FLOOR
#PSPN516 1 Z" MIN
J_ --- DBL TOP PLATE III I
ELEVATION VIEW TOP PLATE NOTCH
#PSPN516 w/
8-16d NAILS II
TOP PLATE, E,
— PLUMBING
SHEARWALL
11"
z
NOTCHI
REQUIRE
#MTS20 MIN w/
MIN (7)10d x 1%"
TO EA MEMBER
U.N.O.
#PSPN58 w/
1-8d NAIL INTO
BASE PLATE, E,S.
WALL STUD, TYP WALL STUD,
TYP
BOTTOM PLATE NOTCH
PENETRATION OF FRAMING - SHEARWALL
N.T.S.
CTPF
PENETRATIONS IN THIS AREA DO NOT
REQUIRE APPROVAL FROM THE ENGINEER
DO NOT MAKE PENETRATIONS OR NOTCHES HOLES MUST BE ROUND AND ARE LIMITED TO
IN THE SHADED AREA OF THE BEAM WITHOUT MIN CLEAR SPACING ly"OOR% DEPTH OF MEMBER, UNLESS
PRIOR APPROVAL OF THE ENGINEER SHALL BE 8x THE APPROVED BY THE ENGINEER
DIAMETER OF THE
L/8 LARGER HOLE L/8
d/4
DEPTH Td2 O O
d/4
L/8 r L/2 T L/8
L
GLB
DO NOT MAKE PENETRATIONS OR NOTCHES
IN THE SHADED AREA OF THE BEAM WITHOUT
PRIOR APPROVAL OF THE ENGINEER
MIN CLEAR SPACING
SHALL BE 2x THE
DIAMETER OF THE
LARGER HOLE PENETRATIONS IN THIS AREA DO NOT
REQUIRE APPROVAL FROM THE ENGINEER
%DEPTH
DEPTH
y DEPTH O
y DEPTH
SPAN
SAWN
DO NOT MAKE PENETRATIONS OR NOTCHES
IN THE SHADED AREA OF THE BEAM WITHOUT
PRIOR APPROVAL OF THE ENGINEER
SPAN
SPAN
SPAN
MIN CLEAR SPACING
SHALL BE 2x THE
DIAMETER OF THE rPENETRATIONS IN THIS AREA DO NOT
LARGER HOLE I REQUIRE APPROVAL FROM THE ENGINEER
%DEPTH
DEPTH
% DEPTH Q O O
DEPTH
t PSL & LVL HOLES PERMITTED
IN MIDDLE %SPAN ONLY
DEPTH LSL ALLOWED HOLE ZONE DEPTH
SPAN
MAX HOLE DIAMETER SHALL NOT EXCEED 2" U.N.O.
MAX HOLE DIAMETER FOR LSL BEAMS SHALL BE:
3" FOR 9%" DEPTH
3%" FOR 11%" DEPTH
4%" FOR 14"-16 DEPTH
PSL, LVL, & LSL
BEAM PENETRATIONS, TYPICAL DETAIL
N.T.S.
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
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RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE; 7/25/2022
REVISED; ---S211
-
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
JOIST
6-0" MAX #A34 EACH SIDE
SOLID BLOCK, POST, TYP
MATCH WIDTH OF A24 w/ (4)10d POST
POST BELOW (2) POWDER ACTUATED FASTENERS
EACH SIDE INTO CONIC (1" EMBED)
FTG
BRG SOIL
NOTE: 9" OF CS22 COILED STRAP AND (8)10d NAILS MAY BE USED IN LIEU OF THE ST9
'BF INTERIOR POST BEAM AND FOOTING
N.T.S.
(2)-ROWS STAGGERED
8d MIN @ 6"oc
FLR DIAPHRAGM FDN WALL
MIN (3) - 8d TOENAILS
JOIST TO SILL
FLR DIAPHRAGM
JOISTS
JOIST
6-0" MAX SOLID BLOCK,
MATCH WIDTH OF
POST BELOW
EACH SIDE
#A34 EACH SIDE
POST, TYP
A24 w/ (4)10d POST
(2) POWDER ACTUATED FASTENERS
INTO CONIC (1" EMBED)
FTG
BRG SOIL
MIN (3) - 8d TOENAILS
BLK TO SILL
FLR SHEATHING w/
10d @ 4"oc TO FRMG & BLKG
JOISTS
2x TIGHT -FIT BLOCKS @ 48"oc
FOR (2) FULL JOIST SPACES
JD JOIST DROPPED JB JOIST BEARING JP JOIST PARALLEL
NOTE: METAL FASTENERS LESS THAN %" O SHALL BE HOT -DIPPED GALVANIZED WHEN IN CONTACT WITH P.T. LUMBER
FTC FOUNDATION WALL TOP CONNECTIONS
N.T.S.
FTCA
THICKNESS
STEEP
EXCAVATI(
WILL ALLC
STEPPED FOOTING
N.T.S.
2", TYP
I
A.B. PER PLAN
F- 11" MIN CLC
cni TrE AC nEnn
° A
d . a.
Q.
a a
a
° a 17" CLC,
TYP
a
a. a° °
A. C
HOLDOWN POST
37
2 I
" n r)ER PLAN
ITEM WALL SHALL
3E 2'-0" DEEP MIN
:2) #4 HORIZ CONT
P TOP OF WALL
"x3"x3"
436 BRG PLATE
N/ DBL NUT
(2)#4xll
4"
REINFORCED FOUNDATION ANCHOR
3/4" = V-0"
RFAA
HOLDOWN
HOLDOWN ANCHOR e ANCHOR
e
_>/g 1
EMBEDDED
e I //
FOUNDATION WALL EMBEDDED STRAP � � /
MINIMUM STEM HEIGHT I I\
REQUIRED TO ACCOMMODATE
ANCHORAGE PER
HOLDOWN SCHEDULE
FOOTING I DEEPEN FOUNDATION AS REQD TO
ACCOMODATE FOR HOLDOWN
L — — — EMBEDMENTS INTO WALL
MHE� MINIMUM HOEDOWN EMBEDMENT
N.T.S. MHE
FTC FTC
r 1 P.T. SILL PLATE #4 CONT @ 24"oc w/ r 1
#4 CONT w/inIF"'INISH
& A.B. (1) #4 w/in
TOP 12" OF WALL TOP 12" OF WALL
CONC STEM WALL8" U.N.O. 8"MINCTRD ON FTG, U.N.O.VERT &DOWELSCTRD IN STEM GRADE 4'-0" MAX,\FINISH GRADE8'-0" MAX
VERT/��'" y FOR 8" MIN16" MIN #4 @ 48"oc,#4 @ 48"oc Z-DTHICK WALL MAX
CORNERS &DOWELS w/ OR -
INTERSECTIONS 14" EXTENSION 18" 8'-0" 4'-0" 4'-6" MAX
INTO WALL & STD MIN MAX MAX BACKFILL FOR 6"
HOOK IN FTG THICK WALL i BACKFILL a
#4 AT BTM 2" CLR
CONIC FTG
PER PLAN w/ 3" CLR BACKFILL
(2) #4 CONT,
i BRG SOIL I 'I I ICI I I
U.N.O. �...i i r-11 i=�—
NOTES:
-DETAIL PER CODE FOR SW,SP,GW,GP,GM,GC,SM,SM-SC AND ML SOILS
-TEMPORARILY BRACE WALL IF BACKFILLING BEFORE BRG SOIL =1I1=1 I I
THE TOP CONN IS CONSTRUCTED I, �,I 11-
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN ALL OTHER INFORMATION PER STANDARD
EMBEDMENTS
STANDARD DEEP
FLOOR LATERALLY SUPPORTS TOP OF STEM
FWS FOUNDATION WALL - STEM
N.T.S.
SLAB
12" MIN
(2)#4 CONT
g . 3" CLR
a
BRG
WIDTH SOIL
TSFJ THICKENED SLAB FOOTING
Li N.T.S. TSFA
BEAM
ST9 STRAP E.S.
w/ (8)10d NAILS
POST
6'-0" MAX
A24 w/ (4)10d POST
(2) POWDER ACTUATED FASTENERS
INTO CONIC (1" EMBED)
FTG
BRG SOIL
III-III-III-III-III-III=III-1 -III-III-11
NOTE: 9" OF CS22 COILED STRAP AND (8)10d NAILS MAY BE USED IN LIEU OF THE ST9
'BF INTERIOR POST BEAM AND FOOTING
N.T.S. PBFA
GR BEAM
�...,�*..... REINF
MATCH HORIZ I Zo
STD 900 HOOK INTO REINF
INTERSECTING GR BEAM 1-6 CORNER BAR @ ALL
OUTER REINF
•
REINF
• I WALLS
STD 900 HOOK INT MATCH HORIZ Z.,,
INTERSECTING GR BEAM REINF
ALTERNATE EA BAR 1,-6" CORNER BAR @ ALL
OUTER REINF
REINFORCEMENT AT INTERSECTIONS
N.T.S. RIAA
FOOTING SCHEDULE
CENTER UNDER CONCENTRATED LOAD U.N.O.
ID
FOOTING SIZE
REINFORCEMENT
WIDTH
(Transverse)
LENGTH
(Longitude)
THICKNESS
LONGITUDE
TRANSVERSE
F2.5
2'-6"
2'-6"
10"
(3) #4's
(3) #4's
F3
3'-0"
3'-0"
10"
(4) #4's
(4) #4's
F4
4'-0"
4'-0"
12"
(4) #5's
(4) #5's
FINISH
LONGITUDE REINF
TRANSVERSE REINF PnST Tn FT(;
BRG SOI1LI =1 I I=11T-
1=
—
ALL OTHER INFORMATION PER STANDARD
NO LATERAL TOP SUPPORT
FWSA
THICKNESS
LENGTH
WIDTH (LONGITUDE)
(TRANSVERSE)
PLYNTH ON FTG
-TG FOOTING, TYPICAL
N.T.S.
FTG @ WALL
FTG @ WALL CORNER
FTG UNDER SLAB ON GRADE
FTGC
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
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This space reserved for
governing jurisdiction stamps
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 7/25/2022
REVISED: ---2
S21
-
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
(2) #4 CONT
@ TOP OF WALL
CONIC SLAB ON GRADE
8" U.N.O.
4'-6" MAX
24" MIN
#4 @ 16"oc
VERT —
#4 CONT
@ 10" oc HORIZ -
CONIC FTG 16" x 8" w/
(3) #4 CONT, U.N.O.
P.T. SILL PLATE
&A.B. 2'-0" MAX
CONIC STEM WALL BETWEEN GRADES
CTRD ON FTG, U,N,O,
FINISH GRADE
\ #4 @ 16"oc
DOWELS w/
14" EXTENSION
INTO WALL & STD 18"
HOOK IN FTG MIN
(2) #4 CONT
@ BTM OF WALL
3" CLR
NOTES:
-CENTER VERTS AND DOWELS IN STEM WALL
-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN
EMBEDMENTS
-DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH
FWX I FOUNDATION WALL - STEM
S
N.T.S. FWX
A B C
HORIZ `6ACKHLL \
VERT \/
2" COVER —d— J/\—
@ VERT &
DOWEL
CONCRETE WALL H
DOWEL w/
900 HOOK
EXTENDED TO TOE
CONCRETE
I FOOTING
D
3" COVER /
LONG
III I I, I I I I I I BRG SOIL-1 1 1 I 11 1 1 I I I I
DRAINAGE PER CODE
SRW I SITE RETAINING WALL
SCHEDULE
AC[ 318-14 FWCBA (45 2000 300 0.4 8H) (BSFO SO SLO-0 AF02
DIMENSIONS
H
E
S
D
E_FA
B
C7"(
(FT-IN)
(Fr -IN)
(IN)
(IN)
(IN)
(IN)
(IN))
4-0
3-6
6
12
24
1 8
12
44
REINFORCEMENT *1
H
DOWEL
LAP
VERT
LONG
*Z *3
*2
(FT -IN)
(IN oc)
(IN)
(IN cc)
(IN cc)
(IN oc)
4-0
#4 @ 12
20
#4 @ 12
#4 @ 12
#4 @ 8
*NOTES:
1 Clear cover requirements u.n.o. - 3" to soi, 2" to forms in all other locations
2 DOW EL and VERT may be the same piece provided the size and spacing of the DOWEL is
used.
d
D
1800
4d or
2%" MIN.
BAR
D
#3
1 %"
#4
2"
#5
1 2 %"
#6
4y"
#7
5%"
#8
6"
LEGEND
d = BAR DIAMETER
D = FINISHED BEND DIAMETER
Note:
1, STANDARD HOOKS SHALL CONFORM TO ACI 318
SECTION 25.3
12d 2, REINFORCING SHALL BE COLD BENT,
STANDARD HOOKS
N.T.S.
BAR DEVELOPMENT LENGTHS
BAR
SIZE
LAP
STRAIGHT
HOOK
#4
18"
18"
6.5"
#5
24"
24"
8.25"
#6
30"
24"
10.25"
THIS IS A GRAPHICAL REPRESENTATION
ONLY, THERE IS NO BEND IN THE
VERTICAL BAR
DOWEL
w/ STD HOOK
TOE BARS MUST HAVE FULL
DEVELOPMENT LENGTH ON
BOTH SIDES OF THIS LINE. AN
EXTENDED DOWEL BAR MAY
REPLACE A SEPARATE TOE BAR
e
e
° 2" COVER
@ VERT &
DOWEL
e
e
SHA
DOWELS MAY BE
COMBINED WITH THE
VERTICAL AND/OR TOE
BARS PROVIDED THE
DOWEL SIZE AND
SPACING IS USED
HEEL BARS MUST HAVE FULL
e DEVELOPMENT LENGTH ON
BOTH SIDES OF THIS LINE
e 211
° f CLR CLR
3"
CLR TOE HEEL
NOTE: THIS DETAIL IS INTENDED TO PROVIDE SUPPLEMENTAL INFORMATION TO
THE FOUNDATION DETAILS PROVIDED. THE INFORMATION PROVIDED ON THOSE
DETAILS WOULD SUPERCEDE THIS DETAIL.
I BAR DEVELOPMENT - SUPPLIMENTAL INFO
N.T.S.
A B C
FRMG
T
HORIZ
�NtlALKHLL
<1 \�\
�/
VERT
\.
2" COVER
@ VERT &
DOWEL
H
CONCRETE WALL
DOWEL w/
900 HOOK
EXTENDED TO TOE
5
CONCRETE SLAB
CONCRETE FOOTING
/
3" COVER
,
ID
I= CONT I I —I BRIG SOIL III III
I I —III III I I. —III- III 1 I I —III —I
DRAINAGE PER CODE
FWC1 FOUNDATION WALL - CANTILEVER
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
20
8
8
10
6
6-0
28
8
8
10
7
7-0
24
8
16
10
8
8-0
34
8
16
10
9
9-0
44
8
16
1 12
REINFORCEMENT *1
ID
DOWEL
*2
LAP
(IN)
VERT*2
HORIZ
CONT
4
#4 @ 10
32
#4 @ 10
#4 @ 12
#4 @ 10
5
#4 @ 10
32
#4 @ 10
#4 @ 12
#4 @ 10
6
#4@6
32
#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
9
#5@5
40
#5@10
#4@12
#4@9
*NOTES:
1 Clear cover requirements (3" to soil, 2" to forms in all other locations)
2 DOWEL and VERT may be the same piece provided the size and spacing
of the DOWEL is used
a
HORIZ
VERT
2" CLR @
VERT &
DOWEL
DOWEL w/
STD 900 HOOK AND
EXTEND TO TOE
D Y (:LK
K KEY w/
r,rri nn unnv
'' I" "' I V"I. .y � HORIZ
AT TOP
FWC2 CANTILEVERED FOUNDATION WALL
N.T.S.
HORIZ
VERT
2" CLR @
VERT &
DOWEL
DOWEL w/
STD 900 HOOK
2„ 211
CLR CLR
HEEL
3"
CLR
FWC3 1 CANTILEVERED FOUNDATION WALL
N.T.S.
VERT
2" CLR @
VERT &
DOWEL
DOWEL w/
STD 900 HOOK
2„ 2"
CLR HEEL CLR
3"
CLR
FWC41 CANTILEVERED FOUNDATION WALL
SCHEDULE
ACI 318-14 FWCCB ( 35 2000 275 0.4 7H) (BSFO/1 SO/50 SLO.69-0.46
DIMENSIONS
H
D
K
A
B
C
W
(FT -IN)
(IN)
(IN)
(IN)
(IN)
(IN)
(IN)
8-0
10
none
22
8
1 8
38
11-0
12
34
48
10
8
1 66
REINFORCEMENT *1
H
DMELVER
LAP
HORIZ
CONT
KEY
*2, *3
*2T
(FF-IN)
(IN oc)
(IN)
(IN oc)
(IN oc)
(IN oc)
(IN cc)
8-0
#5 @ 6
40
#5 @ 12
#4 @ 12
#4 @ 10
none
11-0 1 #5@5 40 #5@5 1 #4@10 #4@8 1 #4@8
*NOTES:
1 Clear cover requirements u.n.o. - 3" to soil, 2" to forms in all other locations
2 DOWEL and VERT may be the same piece provided the size and spacing of the DOWEL
is used.
3 Extend the DOWEL to within 2" of the TOE edge
SCHEDULE
ACI 318-14 FWCDB (35 2000 275 0.4
FWCB
FO SO SLO.6-0.45 AFO) I
DIMENSIONS
H
E
S
D
A
B
C
W
(FT -IN)
(FT -IN)
(IN)
(IN)
(IN)
(IN)
(IN)
(IN)
5-0
4-6
6
10
8
8
16
32
6-0
5-6
6
10
8
8
20
36
8-0
1 7-6
1 6
1 10
1 8
8
1 28
44
REINFORCEMENT
*i
H
D 2WE3
LA P
VERT
HORIZ
CONT
HEEL
(FT -IN)
(IN oc)
(IN)
(IN oc)
(IN oc)
(IN oc)
(IN oc)
5-0
#4 @ 12
22
#4 @ 12
#4 @ 12
#4 @ 8
none
6-0
#4 @ 12
22
#4 @ 12
#4 @ 12
#4 @ 8
none
8-0
#4@5
22
#4@10
#4@12
#4@8
#4@8
*NOTES:
1 Clear cover requirements u.n.o. - 3" to soil, 2" to forms in all other locations
2 DOWEL and VERT may be the same piece provided the size and spacing of the
DOWEL is used.
3 Extend the DOWEL to within 2" of the TOE edge
SCHEDULE
ACI 318-14 NCDB l 35 2000 275 0.4 7H) IBSFO S50 SLO.6-0.45 AF01
DIMENSIONS
H
E
S
D
A
B
C
W
(FT -IN)
(FT -IN)
(IN)
(IN)
(IN)
(IN)
(IN)
(IN)
11-0
9-0
24
14
14
10
44
68
REINFORCEMENT
*1
H
DOWEL
LAP
VERT
HORIZ
CONT
HEEL
i
(FT -IN)
(IN oc)
(IN)
(IN oc)
(IN oc)
(IN oc)
(IN oc)
11-0
#505
40 1 #5@10 #4@10
#5@8
#4@8
*NOTES:
1 Clear cover requirements
u.n.o. - 3" to soil, 2" to forms in all
other locations
2 DOWEL
and VERT
may be the same piece provided
the size
and spacing of the
DOWEL is used.
FWCD
N.T.S.
SRWA U N.T.S. FWCB U N.T.S. FWCD
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
M
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This space reserved for
governing jurisdiction stamps
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 7/25/2022
REVISED:S213
----
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BUILDING DIVISION
APPROVED PLAN
Errdrru rnAME
BACKFILL, TYP
VE BEA
rml
CONSULT
SECTION A -A
N.T.S.
EVrrrrnir rn Amr �,. �,..� .......�
,III 1.1�
CONSULT
SECTION B-B
FC
0
Q
DETERMINING THE DEPTH OF
ADJACENT FOOTINGS DISTANCE "B" SHALL NOT BE GREATER THAN DISTANCE "A"
- DEEPEN EXCAVATION AS REQ'D
ADJACENT FOUNDATION DEPTH
FOUNDATION
OR FOOTING
N.T.S. U N.T.S. AFDA
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
M
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This space reserved for
governing jurisdiction stamps
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE: 7/25/2022
REVISED: ---S214
-
SYMBOL
LEGEND - FOUNDATION 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.
— — —
CONCRETE WALL AND CONTINUOUS FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FWS & FWC_.
F_ -1 F2
SPREAD FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FTG.
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CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
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FOUNDATION PLAN - FIRST FLOOR & SITE RETAINING WALLS
1/4" = V-0"
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DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
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This space reserved for
governing jurisdiction stamps
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE; 7/25/2022
REVISED; ----
S3.0
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
SYMBOL LEGEND SLEXP
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
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
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
the plans.
— — — — — — — — — —
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections
k \ \
INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL
per the SHEARWALL SCHEDULE.
FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
*HOLDOWN MODEL
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HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 4x8 U.N.O. on the plan.
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
WALL WALL WALL
LANE LIANE LIANE
FIRST FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
M
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FL
This space reserved for
governing jurisdiction stamps
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE; 7/25/2022
REVISED; ---S410
-
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
I>
SYMBOL LEGEND SLEXP
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
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
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
the plans.
— — — — — — — — — —
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections
�
INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL
per the SHEARWALL SCHEDULE.
FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
*HOLDOWN MODEL
J I L_ u
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 4x8 U.N.O. on the plan.
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
WALL WALL WALL
LINE LINE LINE
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SECOND FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
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This space reserved for
governing jurisdiction stamps
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE; 7/25/2022
REVISED; ---S411
-
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
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SYMBOL LEGEND SLEXP
-------------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
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
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
the plans.
— — — — — — — — — —
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections
k \ \
INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL
per the SHEARWALL SCHEDULE.
FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
#HOLDOWN MODEL
J I L_ u
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are
HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL
wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are
JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max
indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 4x8 U.N.O. on the plan.
spacing between members will be indicated in bold type with a symbol which is representative of the layout of the
entire level.
WALL WALL WALL
LINE LINE LINE
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(2) #A35 @
#CS16 BEAT
TO STUD
THIRD FLOOR SHEARWALLS & FRAMING ABOVE
1/4" = V-0"
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DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
SSS Number:
s2202002
Project Name:
191xx 94th Ave W
Owner:
LQH, Inc
Project Location:
191xx 94th Ave W,
Edmonds, WA
Design Professional:
LQH, Inc
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FL
This space reserved for
governing jurisdiction stamps
RECEIVED
Sep 06 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ORIGIN DATE; 7/25/2022
REVISED; ---S4,2
-