APPROVED BLD PLN - BLD2020-1343+Architectural AND Site_Plan+1.12.2021_7.41.09_AM+1984808City
Of Edmonds
Building Department
Work
ADDITION AND DECK
Address
7824 175TH ST SW
Owner
HAMBY
-----------------------------------
Approved Dater
1-19-2021
Building Official
IEri & Cia rfe r
Permit Number
BLD2020-1343
APPROVED BY PLANNING
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Jan 12 2021
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
V \-- PLINTH/FRAMING ABOVE
12
4 (MAX) 18„ (2) #4 EACH WAY
` TOP & BTM
APPROVED \\0 0A1
TIE -BEAM J ` ` ` 16"
PLANS MUST BE
TB °
TIE-BEAM
ON JOB SITE
I IKF--
COVER
CONCRETE TIE BEAM w/
(2)-#4 CONTINUOUS
LAP SPLICES 16"
EXTEND INTO ADJACENT
NEW CONTRUCTION FOOTINGS
w/ STANDARD HOOKS
EXTEND BARS 4" INTO EXISTING
FOOTINGS, SEE DETAIL TBE
TB TIE BEAM
N.T.S. TBXA
NOTES:
-Simpson AT-XP epoxy ❑■
-Threaded rod, 0 per plan (A307)
-Hole diameter; threaded rod diameter + %6' ti
-16" embed into the concrete, u,n.o.
-Follow the manufacturers' specifications for 0
installing the anchor and hardware
http://www.strongtie.com/products/anchorsystems/adhesives/adhesive_
anchoring_install.html#
seconds
imin.)
80
14 cycles
(min.)
ds
seconds
(min.)
80
psi min.
psi min.
EPX EPDXY -ANCHOR BOLT
LJ N.T.S. EXPA
ALL PILES 3" 0 SCH 40 STEEL PIPE
REFER TO THE STRUCTURAL NOTES
AND GEOTECHNICAL REPORT FOR OTHER RELATED INFORMATION
VERTICALLY
OINSTALLED
PIPE PILE
PILE LOCATION
N.T.S.
01
18 X 18 X 16" FOOTING
0
FTGPJ FOOTING WITH PIN -PILES
N.T.S.
FOOTING TO TIE -BEAM
N.T.S.
EPX
12" MIN
(VIF) `
EXISTING STEMWALL ABOVE
PI ON VTFW
nn - rAn
TIE -BEAM
#4 BARS CONTINUOUS FROM TIE -
BEAM w/
4" EMBED INTO EXISTING FOOTING
(2) #4
EXISTING FOOTING (VIF) TIE -BEAM
TIE BEAM TO EXISTING FOUNDATION
N.T.S.
=TE
4 6"
ES
6"
4" EMBEDMENT
EPX
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BEARING SOIL
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FRAMING ABOVE
EXISTING STEMWALL
EXISTING FOOTING (VIF)
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Jan 12
SSS Number:
s2009O29
Project Name:
7824 175th St SW
Owner:
Michel Design
Project Location:
7824 175th St SW,
Edmonds, WA
Design Professional:
Michel Design
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ORIGIN DATE: 10/28/2020
REVISED: ----
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2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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REVISIONS:
PRINTED: I
12/05/20
5'
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— BEAM
2X6 WALL - R21 IN51-11L
MEEK== 2X4 WALL
BEADING
0 2X4 WALL
0 120V SMK DET W/BATT BACKUP
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TO BE REPLACED
HWT 4/12 5HED ROOF WITH
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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MAX HT 122.22' VENTILATION — ROOF
ACTUAL HT120' - 7' ATTIC VENTILATION REQ'D 1 S.F./300 S.F. � z
EAVES 4.7 SQ IN/LF (BIRD BLOCK W/ (3) 2 HOLE) _
ROOF JACK 51 S.I. /EACH PROVIDE 2 JACKS (v'� 0-0
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CITY OF EDMONDS
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NOTES
• RECESSED LIGHTING TO BE IC RATED -MIN. HEADROOM CLEARANCE
OF T-6" IS REQ'D IN ALL HABITAL SPACES, & T-0" IS REQ'D ELSEWHERE
-PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH
SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS:
1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE
FINISH FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH
AIR SUPPLY @ FURNACE
6. ALL WINDOWS & DOORS HAVING ACCESS TO EXTERIOR OR
UNHEATED TO BE SEALED PER SEC. 502.4.3 (WAC)
FIREPLACE NOTES l
*INSTALLATION, USE, & MAINTENCE PER MANUFACTURE'S SPECS &
APPLICABLE STATE CODES: GAS FIREPLACE: HEAT&GLO
SL-750TR-D R.O. 42" X 38-1/4"X16-1/4"
STAIR NOTES
-MAINTAIN REQ'D NO-HR STAIRS ENCLOUSURES & MIN 6'-8"
HEADROOM @ STAIRS -STAIR BACKING FOR HAND RAIL *STAIR:
RISE = 7.71" RUN = 10"
GARAGE NOTES (1HR CONSTRUCTION)
•5/8" GYP TYPE "X" SHEETROCK REQ'D TO SEPARATE GARAGE
FROM DWELLING•GAS VENTING IN UNCONDITIONED SPACE TO BE TYPE
B OF L VENT MATERIAL • SOURCE OF IGNITION OF GAS APPLIANCES
MUST BE RAISED A MIN. OF 18" ABOVE FINISHED FLOOR IN GARAGE
IMC •26 GAUGE OR THICKER SHEET METAL FOR AIR DUCT WITHIN
THE GARAGE AND WHICH PASSES THROUGH THE
ADDITIONAL PLUMBING REQUIREMENTS:
-MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. *PRESSURE
REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE
•EXPANSION TANK REQ'D ON EA. HOT WATER TANK. *VENT HOT WATER
TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE *HOT WATER HEATER
MUST BE SEISMICALLY ANCHORED OR STRAPPED @ POINTS WITHIN THE
UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @ THE LOWER
POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE
CONTROLS W/ THE STRAPPING •1" AIRGAP REQ'D ON DISHWAHSHER
•ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE
TO LIMIT FLOW TO 3 GPM -HOSE BIBS (EXT. FAUCETS) ARE REQ'D TO
HAVE A PERMANENTLY AFFIXED ANTI -SIPHON DEVICE INSTALLED
• SOAKER & JETTED TUBS SHALL BE INSTALLED & SUPPORTED PER
THE MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE
WALL. IBC.
IRC R314 SMOKE DETECTORS REQUIRED
THE ISSUANCE OF THIS PERMIT REQUIRES
INNERCONNECTED SMOKE DETECTORS WITH BATTERY
BACKUP IN THE FOLLOWING LOCATIONS:
*IN EACH SLEEPING ROOM
*OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS
*ON EACH ADDITIONAL STORY OF THE DWELLING,
INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR
DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN
INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A
SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED
THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY
ELOW THE UPPER LEVEL.
INSTALLER SHALL PROVIDE THE MANUFACTURER'S
INSTALLATION, OPERATING INSTRUCTIONS, & A WHOLE
HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION.
A LABEL SHALL BE AFFIXED TO THE WHOLE HOUSE TIMER
CONTROL THAT READS "WHOLE HOUSE VENTILATION" (SEE
OPERATING INSTRUCTIONS).
ALL STAIRWALLS BLOCKED
VERT. & HORIZ. @ 10' O.C.
►.
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GENERAIL NOTES:
1) OWNER: MIKE AND DIANA HAMBY
PROJECT CONTACT: ROB MICHEL 206-930-2445
2) LEGAL: TAX ACCOUNT NUM13EK: 00679200000200
3) DESIGN LOADS: FLOOR, L: 40 PSF, WIND: (3 SEC GUST)
110 MPH, ESPOSURE B, GOUND: ROUGH, SNOW LOAD:
25 PSF, LATERAL: 0.130 TRANS AND 0.130 LONG,
SEISMIC: 16327 LBS
4) FROM TABLE R301.2(1): GROUND SNOW LOAD: 25 PSF, WIND
SPEED: 85 MPH, SEIMIC: D2, WEATHERING: MODERATE, FROST:
18", TERMITE: SLIGHT TO MODERATE, DECAY: SLIGHT TO MODERATE,
WATER TEMP: 27 DEGRESS F, NO ICE SHIELD, FLOOD HAZ:
FIRM MAPS 11-8-99, AIRE FREEZE INDEX: 0-1,000
5) SOIL CLASSIFICATION: ALDERWOOD LOAM, SANDY SILTY LOAM,
CONCRETE STRENGTH: 2,500, #3 BARS TO BE GRADE 40 AND #5
GRADE 60.
6) SEE SHEET S2 FOR LUMBER AND PLYWOOD INFORMATION.
7) SEE SHETT S1 FOR NAILING SCHEDULES.
8) GAS HOT WATER HEAT
2015 INTERNATIONAL BUIDING CODES
*REFER TO S PAGES FOR
ALL STRUCTURAL DETAILS
NOTE: HANDRAIL MUST-
- BE 34" TO 38" MAX.
- RESIST 200# LOAD PER IBC
- 1 1/4" - 2" DIA. CONT.
W/ 1 1/2" CLR. FROM WALL
4 THRUST BLOCK
(3) - 2X12 STRING
EA. SIDE & O.C.
TKEAD �
REFER
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EXTEND HANDRAIL:
(BEYOND TREAD NOISING)
- 6" PRIVATE
- 12" PUBLIC TOP
- 12 PUBLIC BOTTOM
- AND RETURN OR CONT.
(2) - 2X HEADER W/
LEDGER OR JST. HGRS.
FOR CARRIAGE SUPPORT
1 1/4" -2" DIA.
STAIR NOSING TO BE
ROUNDED & SLIP RESTANT
5 / 8" TYPE 'X' GYP. BD.
@ AREAS ACCESSIBLE
UNDER STAIRS
2X4 FIREBLOCK @ MIDPT.
OF EA. STAIR RUN
STRINGER @ WALL
(2) 16D @ 16" O.C.
SCALE: 5/4" = l' - 0"
RESUB
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REVISIONS:
PRINTED:
12/05/20
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEARWALL SCHEDULE
SW EXP
Notes apply as called out in table below.
1 Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detail SWB.
2 #MASAP can be installed instead of sill bolts with washers. When replacing 1/2"0 sill bolts use 7-10dxll/2"
nails (minimum nailing) and when replacing 5/s"O sill bolts use 9-10dxll/2" nails (maximum nailing).
3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d toe nails @ 8"oc for #A35.
4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof
connections see detail SWF.
5 See detail SWB.
6 Abutting panel edges require a 2-2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud.
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 -TOROOF-TO
-
WALL BASE PLATE
CALL
FOUNDATION 1, 2
SILL & WALL3
WALL 4
5
OUT
5/8"0 @ 60"oc or
#A35 @
#Hl @
16d @ 10"oc
A
1/2"0 @ 60"oc
48"oc 3a
24"oc 4a
5/8"0 @ 16"oc or
#A35 @
#LS50 @
16d @ 2"oc
E
1/2"0 @ 12"oc 8
8"oc
8"oc 4b
HOLDOWN SCHEDULE
W
WALL SHEATHING
CALL
OUT
SHEATHING
THICKNESS
EDGE
NAILS
6
7/16"
8d @ 6"oc
2
7/16" 6
8d @ 2"oc
1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall.
See Detail MHE
t 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 HDN for installation.
HOLDOWN / STRAP
FOUNDATION
1,2,4,6
FASTENERS 5
ANCHOR 1,3,4,6
COMMENTS
#MSTC661133
56-10d sinker
N/A
4x6 Min Post. See detail SB
#HTT5
26-10d
5/8"0 T.R.
8" min embed with SET epoxy in
6" min thick fdn wall SEE DETAIL EPX
SYMBOL LEGEND SLEXP
----------------
DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like.
SHEARWALL Represents walls which are shearwalls and shows the extents of that wall.
Connections per the SHEARWALL SCHEDULE.
*HOLDOWN MODEL
HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out.
Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
® POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan.
Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
Consult detail BHS for posts not indicated on the plans.
BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan.
Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan.
Headers (HDR) shall be 2-2x6 (or 4x6) U.N.O. on the plan.
JIL I
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.
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.
TIE -BEAMS
See CONCRETE and REINFORCING BAR specifications per DETAIL TB.
O
PIPE PILE
See PILE STRUCTURAL NOTES - specifications per DETAIL PP.
F_ —]F2
L J
SPREAD FOOTING
See CONCRETE and REINFORCING BAR specifications per DETAIL FTG.
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
j�DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more
ILII specific information.
DETAILS
j�PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
ILII specific information.
PLANS
See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional
information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note,
indicates that the information specified shall apply in all similar conditions.
IF YOU HA VEA NY QUESTIONS OR CONCERNS CON TA 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: s2009O29
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
ELK
BLOCK
E.N.
EDGE NAILING
REQD
REQUIRED
BLKG
BLOCKING
EMBED
EMBEDMENT
SCHED
SCHEDULE
B.N.
BOUNDARY NAILING
EXIST
EXISTING
SIM
SIMILAR
BTM
BOTTOM
FDN
FOUNDATION
STD
STANDARD
BRG
BEARING
FLR
FLOOR
STRUCT STRUCTURAL
BTWN
BETWEEN
FRMG
FRAMING
SW
SHEARWALL
CLR
CLEAR
FTG
FOOTING
THRU
THROUGH
CLTR
COLLECTOR
G.T.
GIRDER TRUSS
TYP
TYPICAL
CONC
CONCRETE
GR
GRADE
U.N.O.
UNLESS NOTED
CONN
CONNECTION
HORIZ
HORIZONTAL
#
OTHERWISE
CONT
CONTINUOUS
MAX
MAXIMUM
VERT
VERTICAL
CTR
CENTER
MFG
MANUFACTURED
w/
WITH
DBL
DOUBLE
MIN
MINIMUM
w/o
WITHOUT
DET
DETAIL
o/
OVER
W.W.F.
WELDED WIRE FABRIC
E. E.
EACH END
oc
ON CENTER
DESIGN CRITERIA
Governing Code 15 IBC Risk Category II
Wind Design Data
Basic Wind Speed (3 sec gust) mph
110
Surface Roughness
D
Wind Exposure Category
D
Earthquake Design Data
Seismic Importance Factor, 1,
1.00
Site Classification
D
Short Period Acceleration, S,
1.299
1-Second Acceleration, S1
.51
Seismic Design Category
D
Spectral Response Coefficient, SIDS
0.866
Spectral Response Coefficient SD1
0.510
Gravity Load Data
Internal Pressure Coefficient +/-
0.18
Topographic Factor, Krt
1.34
Wind Importance Factor, I
1.00
Seismic Force Resisting System ITable 12.2-1: A-15
2010 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
18870 Ibs
Roofs: loads are psf
Dead Live
Snow
Rafters'
•Solar-Ready3 20 0
25
Floors: loads are psf
Dead Live
Snow
Joists, 12 40
0
Decks: loads are psf
Dead Live
Snow
Joists-5 20 60
25
Notes apply as called out in table above.
1 Rafters of sawn lumber or wood I -joists.
3 Dead load includes 5psf for photovoltaic panels.
5 Joists of sawn lumber or wood I -joists.
Soil Data
Allowable Soil Bearing 2000psf]
Com n : Earth Solutions NW, LLC IReport #: ES-7291 I Date: 9/9/20
PILE STRUCTURAL NOTES
PIPE PILE INSTALLATION
CEOTECHNICAL REPORT Earth Solutions NW LLC, ES-7291 Dated 9/9/2020
PIPE PILES 3" dia. Sch 40 Galvanized 12 Ton Capacity
ASTM A-53 Type E or S, Grade B. Provide a 1/2x4x4 compression fit top plate on each pipe pile.
Embedment into footing shall be 3" min and 5" max.
TOLERANCE for locating piles is +/- 4".
DRIVING CRIfERL4 850 lb hydraulic jack hammer until refusal - final penetration rate of at least 10
seconds per inch
MIN. EMBED. minimum embedment shall be driven to refusal (estimated 20-25 ft)
TESTING Not required by jurisdiction.
OBSERVATION Geotechnical Special inspector shall be continuously present during pin pile
installation.
E%
Jan 12
SSS Number:
s2009O29
Project Name:
7824 175th St
SW
Owner:
Michel Design
Project Location:
7824 175th St
SW,
Edmonds, WA
Design Professional:
Michel Design
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This space reserved for
governing jurisdiction
stamps
ORIGIN DATE;
10/28/2020
REVISED;
----
S110U
021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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"4.229" 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 f c = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or
unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum
of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be
prevented through proper handling and placement.
REINFORCING STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be
Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded
wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices.
CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o.
See applicable detail(s): RI
FOOTING DRAINAGE Footing drainage per 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, RAFTERS, JOIST
6X and wider DF#1
4X DF#2
2x 10 and greater DF#2
2x 8 and smaller HF#2
WALL STUDS
2x HF#2
ENGINEERED WOOD shall meet the following minimum properties:
Callout E x 106 (psi) Fb(psi) FC par(psi) Fc perp (psi) Fv(psi)
LSL 1.55E 1900 2050 900 310
PSL 2.2E 2900 2900 625 290
Engineered wood products shall be protected from moisture to preserve their structural integrity.
Provide temporary bracing to avoid permanent deflections resulting from drying under construction
dead loads.
I JOISTS Connect I -joist to plate using one 10d (0.131" x 3") nail on each side of bottom flange; drive nails
at an agle at least 1 1/2" from end. Connect 1 1/4" LSL rim to I -joists with one 10d (0.131" x 3") nail into
top and bottom flange. Full -depth blocking between joists over shearwalls shall be 1 1/4" min LSL.
TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall
be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o.
If truss layout is changed by manufacturer, please notify this office.
See applicable detail(s): GEB
OVER -FRAMING Unless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc.
Post down w/ 2x4 @ 48" oc, staggered. Brace posts over 6-0" tall perpendicular to wide face.
WALL FRAMING & BEARING Walls shall be 2x studs at 16"oc max with double 2x top plate, and 2x base
plate (exterior walls shall be 2x6 u.n.o. & interior walls shall be 2x4 u.n.o.).
Party walls shall be parallel walls with a 1" gap between. Each wall shall be framed with 2x4 studs at 16"oc
max with double 2x top plate, and 2x base plate.
Block all supports solid to the foundation.
See applicable detail(s): BHS TPS
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.
COLLECTORS Diaphragms shall be nailed continuously to drag struts, drag trusses and other collector
elements at boundary spacing, u.n.o.
See applicable detail(s): DTC CS
CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, #", indicates a hardware
connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities
from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an
equivilent or greater capacity selection. Install per the manufacturer instructions.
Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized.
NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification
for Wood Construction (NDS) u.n.o.
HOLDOWNS See the HOLDOWN SCHEDULE.
See applicable detail(s): HDN HOC
POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s)
U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam.
HANGERS Model numbers will be specified on the plans for conditions that require more than minimum
capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific
model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or
shimming of beam not allowed unless specified.
JOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
and/or construction review services related to the contractor's safety precautions or to means, methods,
techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site
visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible
for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
employees, or for access, visits, use work, travel, or occupancy by any person.
OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural
Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
Structural Solutions Inc.
MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall
provide temporary bracing as required until all permanent connections and stiffenings have been installed.
Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
RE
Jan 12
SSS Number:
s2009O29
Project Name:
7824 175th St
SW
Owner:
Michel Design
Project Location:
7824 175th St
SW,
Edmonds, WA
Design Professional:
Michel Design
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This space reserved for
governing jurisdiction
stamps
ORIGIN DATE;
10/28/2020
REVISED;
----
Sill
021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
(8)16d EVENLY SPACED,
TYP U.N.O.
16d @ 16" oc
TYP FACE NAILS
I �
I I
I I
4'-0" MIN
SPLICE ~I
TOP PLATE SPLICE
DOUBLE TOP PLATE SPLICE
N.T.S.
ROOF DIAPHRAGM
PER STRUCT NOTES
EDGE NAILS
SOLID #H2.5A MIN
BLKG @ ALL ROOF
WALL MEMBERS
U.N.O. @
SHEARWALLS
SHEARWALL w/ TRUSS OR RAFTER BEARING a
SWkI SHEARWALL ROOF CONNECTIONS
MIN 2x
DISCONTINUOUS
DBL TOP PLATE
POST
N.T.S.
DIAPHRAGM PER
STRUCT NOTES
FLR RIM/BLKG
(OR ROOF GABLE)
NAILS PER
SW SCHED
WALL BASE
PLATE CONN
SOLID BLKG OR
COLLECTOR
BEAM
#CS16 w/,
(13) 8d NAILS EA END
DISCONTINUOUS DBL TOP PLATE
#LS50 @ SHEARWALLS
PER SCHED
LLS
EDGE NAILS
(SW ABOVE)
L'I
TPSA
#H2.5A @
ALL ROOF
MEMBERS
WALL BASE
PLATE CONN
(SW ABOVE)
DIAPHRAGM PER
STRUCT NOTES
RIM/BLKG
EDGE NAILS1-7
PROVIDE
#A35 PER
EDGE NAIL
PROVIDE
BLK'G @ 48"oc
SW SCHED
(SW BELOW)
BLKG @48" oc
w/ JOIST -WALL
DOUBLE -SIDED SHEARWALLS
w/ JOIST -WALL
PARALLEL
,
PARALLEL
INTERIOR SHEARWALLS, &
EXTERIOR SHEARWALLS
EXT SHEARWALLS @ CANTILEVERS
SHEARWALL TO FLOOR TO SHEARWALL
SWF SHEARWALL FLOOR CONNECTIONS
N.T.S.
WALL
ANCH PER
SW SCHED
2x SILL U.N.O.
PER SW SCHED
FDN
SHEARWALLS TO FOUNDATION
WALL BASE
PLATE CONN
PER SW SCHED
RIM/BLKG
EDGE NAILS
FDN
WALL
DIAPHRAGM PER
STRUCT NOTES
ANCH PER
SW SCHED
2x SILL U.N.O.
PER SW SCHED
SHEARWALLS TO FLOOR TO FOUNDATION
SWB I SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS
N.T.S.
SWRA
SWFA
BOUNDARY NAIL ALONG
LENGTH OF COLLECTOR
COLLECTOR
BOUNDARY NAIL ALONG
LENGTH OF
DIAPHRAGM PER
STRUCT NOTES
INTERMEDIATE FRAMING
ABUTTING PANEL EDGES
DIAPHRAGM TO COLLECTOR
N.T.S.
BOUNDARY NAIL ALONG
LENGTH OF COLLECTOR
2X BLOCKING #A35 @ 48" oc MAX, U.N.O
BETWEEN JOISTS
DROPPED BEAM f / \
DROPPED CONDITION
DTCA
"rnn1 & #CS16
6)10d
10WN
REQD
STUDS
REQUIRED STUDS
BEAM
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
(2) 2x4
(2) 2x6
3%x (MANF)
6x & 3-2x (SAWN)
5%x (GLB)
(3) 2x4
(3) 2x6
5Y4x (MANF)
8x (SAWN)
6Y44x (GLB)
(4) 2x4
(4) 2x6
7x (MANF)
GIRDER TRUSS
(3) 2x4
(3) 2x6
REQUIRED TRIMMERS
HEADER
2x4 WALL
2x6 WALL
4x & 2-2x (SAWN)
3%x (GLB)
2x4
2x6
3%x (MANF)
6x & 3-2x (SAWN)
5%x (GLB)
----
(2) 2x6
5 ax (MANF)
REQD
TRIMMERS
NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM
SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS
BHS BEAM & HEADER SUPPORTS
N.T.S.
EXTENT OF
SHEARWALL CRIPPLE STUD DOUBLE TOP PLATE TPS SWF SWR
HEADER HEADER
WINDOW
OPENING
DOOR
ENI
KING STUD
TRIMMER STUD
4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE SWB SWF
OR HOLE THAT CAN BE ADDED TO A SHEARWALL
SWE I SHEARWALL ELEVATION
N.T.S.
EXTENT OF
SHEARWALL
DR9RE
Jan 12
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SSS Number:
s2009O29
Project Name:
7824 175th St SW
Owner:
Michel Design
Project Location:
7824 175th St SW,
Edmonds, WA
Design Professional:
Michel Design
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This space reserved for
governing jurisdiction stamps
ORIGIN DATE:
REVISED:
10/28/2020
----
S210U
2021
N
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[/7
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NI
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#MTS20 MIN w/
MIN (7)10d x 1%"
TO EA MEMBER
U. N.O.
COLLECTOR
COLLECTOR OR RIM
TOP PLATE
TOP PLATE
COLLECTOR TO TOP PLATE
N.T.S.
DECK
BEAM PER PLAN
#BC CAP/BASE
BEAM TO BEAM
#MTS30 MIN w/
MIN (7)10d x 1%"
TO EA MEMBER
U. N.O.
CTPD
DROPPED BEAM
BB BEAM BEARING ON BEAM
N.T.S.
2X BLOCKING/FL
DROPPED BEAM
STRAP
WRAP STRAP
AS REQD
SB I STRAP TO BEAM
N.T.S. SBAB
6" TYP
1'/z" 1 11 1%
SPACING TYO 1 1 1 EDGE DIST TYP
1 % " EDGE DIST TYP
0 0 o i o 0 0 —t—
3" SPACING TYP
EXISTING SLOPED o 0 0 o o -----
SOLID RIM (2) 2X RIM 5
SLOPED FLOOR (12) /6 HOLES
DECKING BY OTHERS BEND IN PLATE
SLOPED 4X FACIA a X 6 X 12" STEEL PLATE
LEDGER ELEV.
CTR OF RIM
8" TYP, 1 8" TYP.
1 MIN. 16 %" 0 x 4" #SDS %" BENT STEEL PLATE w/
2 MAX. TYP. SCREWS @ 8" oc (NOT SLOPED) 4X (12) #SDS % X 4 %"
2x(MATCH JOIST) P.T. LEDGER COLLECTOR SCREWS, TYP
(6) SCREWS IN EACH
VA ADJACENT MEMBER
EDL I EXTERIOR DECK LEDGER FTWEI THREE-WAY COLLECTOR CONNECTION @ ROOF
N.T.S. EDLB I I N.T.S.
#LSTA24 w/ MIN (9) -10d
FASTEICDC DED KAEKADED
DROPPED BEAM
TRIMMERS I — — w..
Inn DI AT[
CTP2 I COLLECTOR TO TOP PLATE
N.T.S.
CTPF
12" MIN 1 48" MIN
CS16 TO
OLLECTOR & BLOCKING
DIAPHRAGM
G
CSB COLLECTOR SPLICE TO BLOCKING
LJ N.T.S.
#LSTA24 w/ #LSTA24 w/ MIN (9) -10d
MIN (9) - lOd x 1
FASTENERS PER MEMBER
%" U.N.C.
DIAPHRAGM FASTENERS PER MEMBER DIAPHRAGM
U.N.O.
COLLECTOR I COLLECTOR I I I COLLECTOR I/ \1 COLLECTOR
SPLICE L OPTIONAL STRAP
LOCATION BEAM
COLLECTOR SPLICE
N.T.S.
A-12
DBL 2x STUD
EDGE NAILING \ Ir— SW SHEATHING
HOLDOWN
EMBEDDED
STRAP
STRAP SHOWN
AROUND CORNER
STUDS PER
HOLDOWN SCHED
EDGE NAILING
2x STUD
HOC I HOEDOWN AT CORNER
N.T.S.
HOCA
CSAC
MSTC
STRAP
IT7-
7STRAP MAY BE
LOCATED
ON INSIDE
MSTC STRAP -(A)
HTT5- A
FHDN HOLDOWNS
L—i N.T.S. HRES
Jan 12
SSS Number:
s2009O29
Project Name:
7824 175th St SW
Owner:
Michel Design
Project Location:
7824 175th St SW,
Edmonds, WA
Design Professional:
Michel Design
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This space reserved for
governing jurisdiction stamps
ORIGIN DATE: 10/28/2020
REVISED: ----
S2,1 U
2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
STEEL GUARD
POST SPACED
@ 48"oc MAX
(4)%"0 x 8" LAG SCREWS
6x6 GUARD POST PEDESTAL
WATER -PROOFING
BY OTHERS
GUARD POST ATTACHMENT
(6)1/a x 3 % #SDS, TYP
•••
2x10]OIST •••
�•.
•..
%" MIN, TYP
STEEL PLATE %" x 5" x 5"
CENTFn�n nni c.,c
q" TYP
GPA OR PD
6x6
2x RIM
", TYP
SECTION A
(4) %6"� HOLES
DESIGN NOTE
MANUFACTURER SHALL PROVIDE A SYSTEM THAT IS DESIGNED
TO RESIST THE FOLLOWING LOADS;
GUARD RAIL POST - 200 LB CONCENTRATED LOAD IN
ANY DIRECTION AT TOP
TOP RAIL - 200 LB CONCENTRATED LOAD IN ANY
DIRECTION AT ANY POINT
GUARDRAIL INFILLCOMPONENTS - 50 PSF APPLIED
HORIZONTALLY NORMAL TO THE INFILL
(2)10d EACH BOARD
ins ina n cni rr�
1 GUARD POST TO JOIST OR RIM PD PARAPET ATTACHMENT O
PD
(4) 14 x 3% #SDS, TYP GPA OR PD (4)% x 8 #SDS, TYP GPA OR PD
6x6 10d @ 4" oc 6x6
2xJOIST • • RIM
• • � OR BLOCKING
• •
P ,�
• •—
%" MIN, TYP 1 % LVL BLOCKING w/
#U210 EA END
BEAM
� 2/" TYP DO
%" MIN, TYP
2 GUARD POST TO BLOCKING 3 GUARD POST TO BEAM
GUARD POST PEDESTAL -NOMINAL 10" SOLID SAWN
N.T.S.
BOUNDARY NAILS
PER N(`T�`
30° P
SHEATHING PER
NOTES
2x FLAT BLK w/
DBL ROW OF
BOUNDARY NAILS
TRUSS
2x4 BRACE @ 48"oc w/
#A35 AT BTM
GEB GABLE -END TRUSS BRACE
N.T.S.
DO NOT NOTCH
NOTE: ALL POSTS REQUIRE CONNECTIONS ON TWO FACES PER DIAGRAM SHOWN ABOVE
GEBA
;KING
XO
6x6 POST,
DO NOT NOTCH
2x RIM
RE
Jan 12
SSS Number:
s2009029
Project Name:
7824 175th St SW
Owner:
Michel Design
Project Location:
7824 175th St SW,
Edmonds, WA
Design Professional:
Michel Design
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ORIGIN DATE: 10/28/2020
REVISED: ----
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOOTING SCHEDULE
CENTER UNDER CONCENTRATED LOAD U.N.O.
FOOTING
S]ZE
REINFORCEMENT
ID
WIDTH
(Transverse)
LENGTH
(Longitude)
THICIWESS
LONGITUDE
TRANSVERSE
F1.5
1'-6"
1'-6"
8"
(2) #4's
(2) #4's
F2
2'-0"
2'-0"
10"
(3) #4's
(3) #4's
F2.5
2'-6"
2'-6"
10"
(3) #4's
(3) #4's
LONGITUDE REINF
TRANSVERSE REINF � Pif1CT Tf1 Frif;
THICKNESS
LENGTH PER PLAN
WIDTH PER PLA (LONGITUDE)
(TRANSVERSE) �/
� PLYNTH ON FTG
FOOTING, TYPICAL
N.T.S.
FTG @WALL
FTG @WALL CORNER
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INTERSECTING GR BEAM REINF
ALTERNATE EA BAR 1�_6�� CORNER BAR @ALL
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N.T.S. RIAA
PLINTH
8" MIN
18" MAX 2" MIN FINISH GR
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MAX
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N.T.S.
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12" MIN
18" MIN
REM REMODEL VERIFICATION
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Jan 12
SSS Number:
s2009029
Project Name:
7824 175th St
SW
Owner:
Michel Design
Project Location:
7824 175th St
SW,
Edmonds, WA
Design Professional:
Michel Design
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ORIGIN DATE:
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REVISED:
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2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SYMBOL LEGEND SLEXP
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Jan 12
SSS Number:
s2009029
Project Name:
7824 175th St
SW
Owner:
Michel Design
Project Location:
7824 175th St
SW,
Edmonds, WA
Design Professional:
Michel Design
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WALL
LINE
WALL
LINNE
TO RIM
S � X 18" DROPPED
(24F-V8) GLB (1-11)
P.T. 6X6 POST wl
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*CCQ @TOP ( )
#ABU @BTM
GPP
TVP EDL
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TO EXISTING �S CTP TO EXISTING DOUBLE
RIM, VERIFY IN
FIELD TOP PLATE, VIF
SYMBOL LEGEND SLEXP
See sheet S1.
WALL
LINE
C
WALL
LINE
D
WALL
LME
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GPP
P.T. 6X6 POST wl
P.T. 6X6 POST wl
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EXISTING CONDITIONS
THE FOLLOWING FRAMING ASSUMPTIONS WERE MADE IN OUR DESIGN
SPAN DIRECTION AND CONSTRUCTION OF ROOF AND FLOOR
FRAMING
SIZE AND SPACING OF STUD WALLS
� PRESENCE OF STEM WALL AND FOOTINGS
THESE ARE REASONABLE ASSUMPTIONS BASED ON PHOTOGRAPHS,
DESIGNER DOCUMENTATION AND TYPICAL CONSTRUCTION STANDARDS.
IT WILL BE NECESSARY, HOWEVER, TO VERIFY THESE ELEMENTS DURING
DEMOLITION WHEN FURTHER OBSERVATIONS CAN BE MADE. THIS
OFFICE IS AVAILABLE TO PARTICIPATE SHOULD THE SITUATION BECOME
COMPLICATED.
THE STRUCTURAL MEMBERS AND ASSEMBLIES SHALL BE CONSTRUCTED
AS SPECIFIED ON THE PLANS. EXISTING CONSTRUCTION IS ADEQUATE
WHERE IT MEETS OR EXCEEDS THE MATERIAL GRADES AND
SPECIFICATIONS WE PROVIDED THROUGH PLANS, DETAILS AND
GENERAL NOTES.
WHERE EXISTING CONDITIONS OR OUR PROPOSED CONSTRUCTION
DIFFERS, THEN, EITHER CONSTRUCT AS SHOWN ON OUR PLANS OR
CONTACT THIS OFFICE TO DISCUSS OPTIONS,
FAMILY RUUM
BASEMENT SHEARWALLS &FRAMING ABOVE
3�16" = 1'-0"
TO EXISTING DOUBLE
TOP PLATE, VIF
W
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f5 #�115 #HUC
EDL CTP2 TO END OF DECK
TYF S � X 9" LEDGER
SW GLB DROPPED (1-14)
E2
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#ABU @BTM
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
CTP TO EXISTING DOUBLE
TOP PLATE, V[F
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Jan 12
SSS Number:
s2009029
Project Name:
7824 175th St SW
Owner:
Michel Design
Project Location:
7824 175th St SW,
Edmonds, WA
Design Professional:
Michel Design
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ORIGIN DATE: 10/28/2020
REVISED: ----
U �
2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�zry
SYMBOL LEGEND SLEXP
See sheet S1.
L[^E LIBNE W�E WIDNE LIFE
3�16" = 1'-0"
DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS
RES
Jan 12
SSS Number:
s2009029
Project Name:
7824 175th St SW
Owner:
Michel Design
Project Location:
7824 175th St SW,
Edmonds, WA
Design Professional:
Michel Design
M
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