APPROVED ENG BLD PLN RESUB 1-Architectural_PlanSD
104'--_ --
6
SD
SD SD
BECK LANE (ALLEY
SD8" CONC SD
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ADU
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INLAYS
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This area shall match '
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of the alley (asphalt
— — — or gravel) where
vehicles will be
d ' ' t th
NEW CONCRETE I a I �/ I I rlving ono e
26.50' z I subject site from the
DRIVEWAY 606 SF I oid alley.
N I, 1 N
('FOOTPRINT.-
.50'MAIN HOUSE �-�� II -�� � I I IPARKING STALLS ' 8.�0i' i' ' 8 O' a' PROPOSED ADU z FT 857 S.F.
I IC ROOFTOP: 1,162 SF I I ACCEPTABLE TIGHTLINE i
NEW CONCRETE PATIO ° I o TOTAL LIVING SPACE: I , I MATERIAL: /
60 SF OUTSIDE I o � 0 798 SF I / I SDR 35
OF ROOF LINE X.
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F810 HANCOR
EXISTING SHED TO BE
/
REMOVED AND REPLACE L---------
WITH LAWN -231 /`1 F. ' 7. 8.50' , y '
/ o ° i I ALL DISTURBED SOILS SHALL BE
O I - COMPOST AMENDED PER CITY OF
�0 _ _ — EDMONDS STANDARD DETAIL SD-642 OR
� N y I APPROVED EQUAL. /
I
, 9.50' N I gyp/ c)------J
NEW DEC AND STEPS PROPOSED
i I o I I /
149 SF BREEZEWAY I
r-------� ,' 23.47' I-
---------:7DE�CK
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I - AND REEMO / BUILD cn STING � � �
w 4.00
EX. MAIN HOUSE
ICU / , - J o FOOTPRINT 864 SF I I
� I , , ROOFTOP: 1, 138 SF I I
TOTAL LIVING SPACE.
L------- I 2,386 SF o /
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EX. HOUSE#629 I S, , - 1� I EX. HOUSE#639
10 L
�2-o, FRONT BSBL /
COVERED FRONT
-� r — — — - PORCH
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12 " CONC
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DATUM POINT / DOWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
SE PROPERTY ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
CORNER
1 12.5 EL. '
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SCALE 1" = 10'
10' 0' 5' 10' 20'
PROJECT DATA
PROPERTY OWNER/APPLICANTS:
BARBARA TOLLEFSON
633 WALNUT ST
EDMONDS, WA 98020
PROJECT CONTACT/PLAN PREPARER:
PUGET SOUND PLANNING, LLC
ATTN: LEE A. MICHAELIS, AICP
5005 200TH ST SW, UNIT 101- B
LYNNWOOD, WA 98036
(425) 830-1046
LEE. MICHAELIS@PUGETSOUNDPLANNING.COM
SITE DATA
SITE ADDRESS: 633 WALNUT ST
PARCEL NUMBER:00 4342 094 029 00
TOTAL LOT AREA: 6.600 SF (0.15 AC)
ZONING: RS-6
BUILDING SETBACK LINES (BSBL):
STREET: 20 FEET
SIDE: 5 FEET
REAR: 15 FEET
MAXIMUM BUILDING HEIGHT: 25'
MAXIMUM COVERAGE: 35 PERCENT
PROPOSED ACCESSOR Y DWELLING UNIT
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Emerald HillsJL
Edmonds
Unde water'
A 6�r� Edrnonds� o C
EdmoridC L7 ❑w o ��10 O
Boat RepaiF= c
Yard
;h Edmonds - ��� �� Shell�
Marsh ,p
b Edmonds la. r� I.L.. Q
_......... WAj10144--iPine StreetPark
Neighborhood' ---I
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WA 104
UI
MAIN FLOOR (INSIDE EXTERIOR WALLS): 798.0 SF
COVERED PORCH: 84.5 SF
REPLACE EXISTING HOUSE DECK: 149.0 SF
LEGAL DESCRIPTION
LOTS 29 AND 30, BLOCK 94, CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME
2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
STRUCTURAL LOT COVERAGE
LOT AREA:
6,600
SF
EXISTING HOUSE FOOTPRINT:
864
SF
EXISTING FRONT PORCH:
140
SF
PROPOSED ADU:
858
SF
PROPOSED BREEZEWAY:
52
SF
> PROPOSED DECK:
149
SF
TOTAL LOT COVERAGE:
2,063
SF
31.3%
AVERAGE HEIGHT CALCULATIONS
CORNER POINT ELEVATIONS
NORTHWEST CORNER = 105.75'
NORTHEAST CORNER = 107.25'
SOUTHEAST CORNER = 111.75'
SOUTHWEST CORNER = 110.25'
AVERAGE GRADE:
W (435.00' / 4) =
MAXIMUM HEIGHT = (AVERAGE GRADE + 25')
ACTUAL HEIGHT OF ADU =
SS -
P —F—F P — F P — P — P — �' P P P
IMPERVIOUS SURFACE CALCULATIONS
435.00'
108.75'
133.44'
1 15.20'
SLOT AREA:
6,600
SF
EXISTING HOUSE ROOFTOP:
1,138
SF
EXISTING FRONT WALKWAY:
39
SF
EXISTING STORAGE SHED:
231
SF
EXISTING REAR DECK:
50
SF
EXISTING REAR CONCRETE WALKWAY/PATIO:
390
SF
TOTAL EXISTING:
1,851
SF
REMOVE EXISTING STORAGE SHED:
231
SF
REMOVE EXISTING REAR DECK:
50
SF
REMOVE REAR CONCRETE WALKWAY/PATIO:
390
SF
TOTAL REMOVED:
-671
SF
PROPOSED
ADU ROOFTOP:
1,162
SF
PROPOSED
DECK
149
SF
PROPOSED
CONCRETE DRIVEWAY:
606
SF
PROPOSED
UNCOVERED CONCRETE PATIO:
60
SF
TOTAL PROPOSED:
1,977
SF
TOTAL NEW
IMPERVIOUS SURFACE:
1,977
SF
VICINITY MAP
1 " = 2,000'
Zone Corner - Flag ---
Setbacks: Required Actual
Front
Sides
Rear
Other
Height
Approved by i
11/30/2021 AFM KF�tter r
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
APPROVED AS NOTED
12/17/2021
***See Civil Plan, Sheet C1 in the
Architectural Plan for additional
engineering comments.
No stormwater management system
required at this time. If new and/or
replaced impervious surface equals
2000sgft or greater than a stormwater
management system will be required per
City codes and standards. ***
APPROVED
BY PLANNIN
12/9/2021
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DRAWN DATE:
10/04/2021
DRAWN BY:
LAM
CHECKED BY:
TL
PSP PROJECT NO.
2021-31
SHEET NAME
S ITE
P LAN
SHEET NUMBER
AO
PRINT DATE: 11/29/2021
GENERAL NOTES
AREA CALCULATIONS
,
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GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
NEW
A.D.U. LIVING SPACE SQUARE FOOTAGE
6 ' 01
INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE,`
INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE
MAIN FLOOR 798.0 S.F.
AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE.
t • . -
THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
TOTAL 798.0-
--
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND--ow-
WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE
RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER
NON -HEATED AREAS SQUARE FOOTAGE_
---
REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.THE
DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR
COVERED PORCH 84.5
��•,�� `�
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CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR
DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL
REPLACEMENT
DECK AT OLD HOUSE 149.0
'+ _
BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND
WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING°-
COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE
INTENDED OWNER/BUILDER IS NOT PERMITTED.`
-
ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE.
Ij
SITE WORK
i
y
- -
1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND
WATERPROOFING.---
2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS
BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES.
I I - •+
r.
3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO
-
ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE
TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES.
DRAWING INDEX
4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER
APPLICABLE CODE.
r' -
MECHANICAL
i -
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY COMPETENT EXPERIENCED PLUMBER AND IN
SHEET
NO. DESCRIPTION
.� - $._ . _,. <;-._,,_,,.-sr_,-��,_..+;_ti,-. ,r..�..,.;:� . _ ._-,:..-.._. _..;-,��...;�::; �..,..:.,_.•,;,..-,:.:. ,.•......' = �.,,:..:.�; ;;. _ti �-
k r r-; _ r
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ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL=
ry+�_��i'rF�`7-Y. �,x, ..+c� Y}...-STi`�`'..-.':-i."-.:� .-�y.'e `ice- f" ��•_: - .i i..iY.:i�Jy f y�
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.y aaYa : T 'ram kh 'Y xi a- 4 �j �. r`•-1-.8n - - .ff 2a:: �''A�'f+•• y'fFi r.F%S-i'c.,Y',ya. � 4 ••�1,.. •i4 � _+• '.r },Ltlr i� i .."}.' r V��
CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2018 IRC, AND LOCAL CODES.
_� rs1•• _;a�_��, . :;� : _-__ �. .,-- >;r;:..-5�K( ,:.,, -,, ,•.,Y-k: ;.,.�d;.
.� +. �;,�;,_;,_�-.�._•''��� ,;�,.. ��..ut� �„�x,,,,nh��,y��r,_-.�,,,,��,�:�. �.,,,,_,r, , , �..:,�a;.,,a.�.,.. �_ gr,� �:. ., ,�::1, ,�,, �'S;��� _ s �
3 �rr •:4.�
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
Al
COVER SHEET INDEX GENERAL NOTES
- ..-�, _...y - ,; �; �.N.�. _��, X,..,.�.,,�.,�.
_ .r .,., ' �,_•-�..,15,,- e o_�n4._:s� �,,.,.,• ,r, ,
- f - ,:••- ._ rr,��:."' •. r l .. 4-. .r f-...r..+w:.-r.,'.•tif-.s_ry' f'• .- ti�...F:..tir"7-:::-r i.-:'-..::.�e�y. .fir.^-ir . "di.. .`��'y-3�, ti.vs .: }•�'3,.g y.*7
- ~Y.. - .'?F .�`_f�•-.' Fig.s.�- �'.-. �� '.iy- - +a'_•. j'
WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH.,.�..,r�_�
A2
ENERGY CALCULATIONS
ram;
_ - Y` :e_ :..-.cam. •. y_ d'' _R:.�' _ i.,. -.`� i.- -_r .S-_ r+J._ Y,S; J.v�.•. �f 1. _i.-. .. r .. .i_....% i.t'' ..• .. •' =. ; '
fir• �=-.3,r.•._� �.:.?. -, �. ��` t, � _�"_� r.s._ .a} -��, F,k �s x �. w� .�. .:�„r � -_.. _.�,. � ,. ?�?r , �,, � �,
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
GARAGE FLOOR.
A3
ELEVATIONS
A4
1ST FLOOR - NEW ADU
THERMAL AND MOISTURE
A5
EXISTING HOUSE MAIN AND 2ND FLOORS
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
A6
S1
BUILDING SECTIONS AND MISC. DETAILS
STRUCTURAL NOTES/SCHEDULES
OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
S2
FOUNDATION PLAN, SHEARWALL & HOLDOWN LOCATIONS
'
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
S3
MAIN FLOOR FRAMING
-�
='=
-- --
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER��Tr�T�rr
MANUFACTURER'S INSTRUCTIONS.
S4
S5
ROOF PLAN
STRUCTURAL DETAILS
- _
_ •- _ -_ _ -
-----
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
AND OVER FOOTINGS.
_ _ ___
FINISHESr
GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/8" TYPE "X" GYPSUM WALL BOARD.
-
GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/81, GYPSUM WALL BOARD.
r "
WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM
WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND
COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS
SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS
SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER-
PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE,
INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS,
BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES.
-
ELECTRICAL
SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN
SYMBOL LEGEND
ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN
THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY.
FIRESTOPPING
CARBON MONOXIDE DETECTOR
OO
CANBEONNE INED110vw/BATTERYBACKUP
c.o. CAN BE COMBINED w/ S.D.FIRESTOPPING
633 WALNUT STREET.,EDMONDS.,WA 98020
SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND
(
O SMOKE DETECTOR
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND
S.D. INTERCONNECTED 110v w/ BATTERY BACKUP
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING
LOCATIONS:
EXHAUST FAN (VENT TO OUTSIDE)
O
.. . . . . . . . ...
'
INTERCONNECTED
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0"
HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL.
APPROVED OBTAIN ELECTRICAL ' SMOKE ALARMS AND CO
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
O KEYNOTE
,
PERMIT FROM DETECTORS ARE A ;
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL
CAVITIES IN LINE WITH STRINGERS.
101 DOOR SCHEDULE SYMBOL
PLANS MUST BE STATE LABOR & ' REQUIREMENT OF THIS '
;
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
NON-COMBUSTABLE MATERIALS.
11 WINDOW SCHEDULE SYMBOL
ON JOB SITE INDUSTRIES PERMIT IN ACCORDANCE
;
R314.2.2 '
Al REVISION -SEE DESCRIPTION IN
;WITH
....................................
MISCELLANEOUS
TITLE BLOCK
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING.
� DE
1 SIMTAIL SYMBOL
City Of Edmonds
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND
ELECTRICAL WORK.
SIMILAR DETAIL
101 - DETAIL NO.
City of Edmonds Building Department
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND
OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE
ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE
SHEET NO.
SIM
l BUILDING CROSS SECTION
Work ADU, DECK, PATIO
Building Department --------------
A10
Address
BEDROOMS. (R315)
DETAIL NO.
633 WALNUT ST
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS.
SHEET NO.
APPROVED Plans
Owner TOLLEFSON
5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO
Room name - ROOM NAME
MAKE THEM WATERPROOF. ROOF FLASHING PER R903.
---------
6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.)
Approved Date 12/13/2021
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER
CANNOT PASS THROUGH.
===
Building Official ����� �ION M
�
8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM
NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF
ALL WORK SUBJECT
44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
Permit Number B LD2021-1362
TO FIELD
Know what's below. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
Call before dig. LOCATE ALL UNDERGROUND UTILITIES.
INSPECTION FOR
R E S U B
you
Nov 29 2021
CODE COMPLIANCE
OF ETSERVIELOPMMENT
DEVCITY
SERVICES
DEPARTMENT
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PROJECT NO.
210404
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
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PRINT DATE 11 /21 /2021 2:51:27 PM
R301 CLIMATE ZONE
THIS PLAN IS DESIGNED FOR CLIMATE ZONE 5 AND MARINE 4 PER TABLE R301.1, 2018 WASHINGTON STATE
ENGERY CODE.
R402.2 FENESTRATION (PRESCRIPTIVE)
R402.3 Fenestration (Prescriptive). In addition to the requirements of Section R402, fenestration shall comply with Sections
R402.3.1 through R402.3.6.
R402.3.1 U-factor. An area -weighted average of fenestration products shall be permitted to satisfy the U-factor requirements.
R402.3.2 Glazed fenestration SHGC. An area -weighted average of fenestration products more than 50 percent glazed shall be
permitted to satisfy the SHGC requirements.
R402.3.3 Glazed fenestration exemption. Up to 15 square feet (1.4 m2) of glazed fenestration per dwelling unit shall be
permitted to be exempt from U-factor and SHGC requirements in Section R402.1.1. This exemption shall not apply to the U-
factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4.
R402.3.4 Opaque door exemption. One side -hinged opaque door assembly up to 24 square feet (2.22 m2) in area is exempted
from the U-factor requirement in Section R402.1.1. This exemption shall not apply to the U-factor alternative approach in Section
R402.1.3 and the total UA alternative in Section R402.1.4
R404.1 LIGHTING EFFICACY
MIN. OF 75% OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMPS.
M 1507 MECHANICAL VENTILATION
M1507.3.1 SYSTEM DESIGN.
EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COMPLYING WITH
SECTION M1507.3.4, M1507.3.5, M1507.3.6 OR M1507.3.7. COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED
THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE.
M1507.3.2 CONTROL AND OPERATION.
1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE
OCCUPANT.
2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO
THE OCCUPANT BY THE INSTALLER OF THE SYSTEM.
3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES,
DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS.
4. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS
SHALL OPERATE CONTINUOUSLY. EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS SHALL BE
EQUIPPED WITH "FAN ON" AS OVERRIDE CONTROLS. CONTROLS SHALL BE CAPABLE OF OPERATING THE
VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A LABEL SHALL BE
AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)."
5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS
SHALL COMPLY WITH THE FOLLOWING:
5.1. THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY.
5.2. THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR
SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES.
5.3. THE VENTILATION RATE SHALL BE ADJUSTED ACCORDING TO THE EXCEPTION IN SECTION 403.8.5.1.
5.4. THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF
CONTROL TIMER INSTALLED.
5.5. THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT OF EVERY
FOUR.
5.6. THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR CLOCK TIMER.
5.7. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE -HOUSE
FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING.
M1507.3.4 WHOLE -HOUSE VENTILATION USING EXHAUST FANS.
THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS
USING EXHAUST FANS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO
SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM.
M1507.3.4.1 WHOLE -HOUSE VENTILATION FANS.
EXHAUST FANS PROVIDING WHOLE -HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25 INCHES WATER
GAUGE AS SPECIFIED IN TABLE M1507.3.3(1). MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED
ACCORDING TO HVI 916 OR AMCA 210.
M1507.3.4.2 FAN NOISE.
WHOLE -HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.0
OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. MANUFACTURER'S NOISE RATINGS SHALL BE DETERMINED AS
PER HVI 915 (MARCH 2O09). REMOTELY MOUNTED FANS SHALL BE ACOUSTICALLY ISOLATED FROM THE
STRUCTURAL ELEMENTS OF THE BUILDING AND FROM ATTACHED DUCT WORK USING INSULATED FLEXIBLE DUCT
OR OTHER APPROVED MATERIAL.
M1507.3.4.3 FAN CONTROLS.
THE WHOLE -HOUSE VENTILATION FAN SHALL MEET THE REQUIREMENTS OF SECTION M1507.3.2 AND M1507.3.2.1.
M1507.3.4.4 OUTDOOR AIR INLETS.
OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPACE BY INDIVIDUAL OUTDOOR AIR INLETS. WHERE
OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO
ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, INSTALLATION OF GRILLES,
TRANSOMS, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH ABOVE THE SURFACE OF
THE FINISH FLOOR COVERING.
INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL:
1. HAVE CONTROLLABLE AND SECURE OPENINGS;
2. BE SLEEVED OR OTHERWISE DESIGNED SO AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE WALL
OR WINDOW IN WHICH THEY ARE PLACED;
3. PROVIDE NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. ANY
INLET OR COMBINATION OF INLETS WHICH PROVIDE 10 CFM AT 10 PASCALS ARE DEEMED EQUIVALENT TO 4
SQUARE INCHES NET FREE AREA.
INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL.
OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS:
1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE
OUTDOOR AIR INLET.
2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS.
3. A HAZARDOUS OR UNSANITARY LOCATION.
4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN.
5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING
IS AT LEAST 3 FEET ABOVE THE AIR INLET.
6. ATTIC, CRAWL SPACES, OR GARAGES.
TABLE 1507.3.3 (1) CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATES
FLOOR AREA
BEDROOMS
(SQ. FT.)
0-1
2-3
4-5 6-7
>7
< 1500
30
45
60 75
90 (IN CFM's)
1501-3000
45
60
75 90
105
120
3001-4500
60
75
90 105
4501-6000
75
90
105 120
135
6001-7500
>7500
90
105
120 135
135 150
150
165
105
120
TABLE 1507.3.3 (2) INTERMITTENT WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS
RUN-TIME PERCENTAGE IN EACH
4-HOUR SEGMENT
25% 33%
50%
66%
75%
100%
FACTOR
4 3
2
1.5
1.3
1.0
THIS PLAN USES AN INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM WITH TIMER(s).
TOTAL HEATED FLOOR AREA = 798 SQ. FT. BEDROOMS = 1
WHOLE HOUSE VENTILATION SIZE = 30 CFM X 4 (25% PER 4-HOUR) = 120 TOTAL CFM FAN(s) SIZE.
INTEGRATED FURNACE OUTSIDE AIR INTAKE WITH EXHAUST FANS AS NOTED IN PLAN.
MULTIPLE WHOLE HOUSE VENTILATION FANS TO BE INTERCONNECTED TO OPERATE SIMULTANEOUSLY.
2018 WASHINGTON STATE ENERGY CODE
MISC. ENERGY CODE NOTES
A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the
builder or registered design professional. The certificate shall be completed by the builder or registered design
professional and shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other
required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls,
foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces; U-factors for fenestration and the
solar heat gain coefficient (SHGC) of fenestration, and the results from any required duct system and building envelope
air leakage testing done on the building. Where there is more than one value for each component, the certificate shall list
the value covering the largest area. The certificate shall list the types and efficiencies of heating, cooling and service
water heating equipment.
The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes
per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where
required by the code official, testing shall be conducted by an approved third party. A written report of the results of
the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed
at any time after creation of all penetrations of the building thermal envelope.
Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of
controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different
times of the day. Specifics and Exceptions see SEC.
ALL DUCTWORK SHALL BE SEALED AND TESTED PER R403.2.2.
WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH R-10 RIGID INSULATION EXCEPT IN SITUATIONS
WHERE STRUCTURAL BEAM SIZE REQUIREMENTS OVERRIDE.
ALL APPLIANCES SHALL BE U.L. LISTED.
WHOLE HOUSE FANS
Whole house ventilation fans shall be installed so as to run simultaniously.
EXHAUSTFANS
Exhaust fans to terminate at building exterior with clearances per SRC
M1506.2 (min. 3 ft to openings) and for clothes dryer vent terminations to be per M1502.3 (3 ft to bldg. openings).
ALL FENESTRATION SHALL BE NFRC CERTIFIED.
2x6 TOP PLATES
W.B.
3ID R-10 INSULATION
kLLED IN CAVITY BETWEEN
ER AND INTERIOR G.W.B.
ER PER PLAN
_OW, FINISH & TRIMS
PER MISC. DETAILS
HEADER INSULATION
1 1/2" = V-0"
PRESCRIPTIVE ENERGY CODE COMPLIANCE
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021) Version 1.0
These requirements apply to all IRC building types, including detached one- and two-family
dwellings and multiple single-family dwellings (townhouses).
Project Information Contact Information
TOLLEFSON A.D.U. LORI TOLLEFSON & PAUL WATKINS
Instructions: This single-family project will use the requirements of the Prescriptive Path below and
incorporate the minimum values listed. Based on the size of the structure, the appropriate number of
additional credits are checked as chosen by the permit applicant.
Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and
Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits.
Authorized Representative I I Date
All Climate Zones (Table R402.1.1)
R-Value a U-Factor a
Fenestration U-Factor b
n/a
0.30
Skylight U-Factor b
n/a
0.50
Glazed Fenestration SHGC 1,e
n/a
n/a
Ceiling a
49
0.026
Wood Frame Wall 9,1
21 int
0.056
Floor
30
0.029
Below Grade Wall c,b
10/15/21 int+TB
0.042
Slab d,fR-Value & Depth
10, 2 ft
n/a
R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less
a
than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix
Table A101.4 shall not be less than the R-value specified in the table.
The fenestration U-factor column excludes skylights.
b
"10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on
the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at
c
the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on
the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB"
means R-5 thermal break between floor slab and basement wall.
R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1.
d
For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth
e
extends over the top plate of the exterior wall.
R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter
f
slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall
meet the requirements for thermal barriers protecting foam plastics.
For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for
g
climate zone 5 of ICC 400.
Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard
h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10
insulation.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R 1
FENENSTRATION CALCULATIONS
VERTICAL GLAZING
171 SF
LESS EXEMPT GLAZING
-00 SF
PLUS GLAZED DOORS
24 SF
PLUS OTHER EXTERIOR DOORS
24 SF
TOTAL FENESTRATION: 219 SF
NOTE:
SEE SHEET A5 FOR ADDITIONAL
INSULATION LOCATIONS AND
DETAILS.
ENERGY CREDITS
OPTIONS
DESCRIPTION
HEATING
For heating system based on electric resistance with a ductless
OPTION 4
mini -split heat pump system in accordance with Section
R403.7.1 including the exception.
Ductless mini -split heat pump system, zonal control: In homes
ENERGY
where the primary space heating system is zonal electric
OPTION 3.4
heating, a ductless mini -split heat pump system with a minimum
HSPF of 10.0 shall be installed and provide heating to the
largest zone of the housing unit.
To qualify to claim this credit, the building permit drawings shall
specify the option being selected and shall specify the heating
equipment type and the minimum equipment efficiency.
ENERGY
Water heating system shall include one of the following:
OPTION 5.3
Energy Star rated gas or propane water heater with a minimum
UEF of 0.91
TOTAL CREDITS
CREDIT
0.5
1.5
in
3.0
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel
normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of
credits. To claim this credit, the building permit drawings shall specify the option selected and the
maximum tested building air leakage, and show the qualifying ventilation system and its control sequence
of operation.
1. Small Dwelling Unit:
Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area.
Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf.
2. Medium Dwelling Unit: 6 credits
All dwelling units that are not included in #1 or #3
3. Large Dwelling Unit: credits
Dwelling units exceeding 5,000 sf of conditioned floor area
4. Additions less than 500 square feet: 1.5 credits
All other additions shall meet 1-3 above
Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4.
Summary of Table R406.2
Heating
Options
Fuel Normalization Descriptions
Credits - select ONE
heating option
User Notes
1
Combustion heating minimum NAECAb
0.0
❑
2
Heat pump`
1.0
❑
3
Electric resistance heat only - furnace or zonal
-1.0
❑
4
DHP with zonal electric resistance per option 3.4
0.5
Il
5
All other heating systems
-1.0
❑
Energy
Options
p
Energy Credit Option Descriptions
offlTMMM1NM l®0 00M®DO
Efficient Building Envelope
Efficient Building Envelope
Credits - select ONE
energy option from each
category
0.5 ❑
1.1
1.2
1.0
❑
1.3
0.5
❑
1.4
Efficient Building Envelope
1.0
❑
1.5
Efficient Building Envelope
2.0
❑
1.6
Efficient Building Envelope
3.0
❑
1.7
Efficient Building Envelope ❑
0.5
❑
2.1
Air Leakage Control and Efficient Ventilation
0.5
❑
2.2
Air Leakage Control and Efficient Ventilation
1.0
❑
2.3
Air Leakage Control and Efficient Ventilation
1.5
❑
2.4
Li
Air Leakage Control and Efficient Ventilation
2.0
❑
3. la
High Efficiency HVAC
1.0
❑
3.2
High Efficiency HVAC
1.0
❑
3.31
High Efficiency HVAC
1.5
❑
3.4
High Efficiency HVAC
1.5
17
3.5
High Efficiency HVAC
1.5
❑
3.6a
High Efficiency HVAC
2.0
❑
4.1
High Efficiency HVAC Distribution System
0.5
❑
4.2
High Efficiency HVAC Distribution System
1.0
❑
Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2
HEATING SYSTEM SIZE
simple meating system size: vvasnington state
This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA
Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads.
Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some
values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at
energycode@energy.wsu.edu or (360) 956-2042 for assistance.
Project Information
Contact Information
TOLLEFSON
I LORI TOLLEFSON & PAUL WATKINS
Heating System Type: O All Omer systems
.O Heat Pump
To see detailed instructions for each section, place your cursor on the word "Instructions"
Design Temperature
Instructions
Design Temperature Difference (AT) 46
Edmonds
T = Indoor (70 degrees) - Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
798
Average Ceiling Height
Conditioned Volume
Instructions Average Ceiling Height (ft)
9.1 7,262
Glazing and Doors
U-Factor X Area = UA
Instructions
u-o.so
0.300 219 65.70
Skylights
U-Factor
X Area
UA
Instructions
0.50
12
6.00
Insulation
Attic
U-Factor
X Area
UA
-tions R 49
0.026
798
20.75
Single Rafter or Joist Vaulted Ceilings
U-Factor
X Area
UA
'nstructions
No Vaulted Ceilings in this project.
Above Grade Walls (see Figure 1)
U-Factor
X Area
UA
Instruction` R-211ntermediate
0.056
1,115
62.44
Floors
U-Factor
X Area
UA
ctions
No Floors above unconditioned spaces.
�
Below Grade Walls (see Figure 1)
U-Factor
X Area
UA
Instructions No Below Grade Walls in this project
0.028
00
Slab Below Grade (see Figure 1)
F-Factor
X Length
UA
LNo in
0.303
0�
---
Slab Below Grade this project
Slab on Grade (see Figure 1)
F-Factor
X Length
UA
Instructions
A
0.360
132
47.52
R-10 Fully Insulated
Location of Ducts
Instructions
Duct
Leakage Coefficient
No Ducts
i
1.00
Figure 1.
Above Grade
Sum of UA
202.41
Envelope Heat Load
9,311
Btu / Hour
Sum of UA x AT
Air Leakage Heat Load
3,608
Btu / Hour
Volume x 0.6 x AT x 0.018
Building Design Heat Load
12,918
Btu / Hour
Air leakage + envelope heat loss
Building and Duct Heat Load
12,918
Btu / Hour
Ducts in unconditioned space: sum of buildino heat loss x
1.10
Ducts in conditioned space: sum of building heat
loss x 1
Maximum Heat Equipment Output
16,148
Btu / Hour
Buildino and duct heat loss x 1.40 for forced air furnace
Buildino and duct heat loss x 1.25 for heat pump
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family- New & Additions (effective February 1, 2021)
Summary of Table R406.2 (cont.)
Energy Credits - select ONE
Energy Credit Option Descriptions (cont.) energy option from User Notes
Options each category d
5.1d Efficient Water Heating 0.5 ❑
5.2 Efficient Water Heating 0.5 ❑
5.3 Efficient Water Heating 1.0
5.4 Efficient Water Heating 1.5 ❑
5.5 Efficient Water Heating 2.0 ❑
5.6 Efficient Water Heating 2.5 ❑
6. le Renewable Electric Energy (3 credits max) 1.0 Q
7.1 Appliance Package 0.5 ❑
Total Credits 3.0 Calculate Total I Clear Form J
a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W,
whichever is bigger, may be installed in the dwelling unit.
b. Equipment listed in Table C403.3.2(4) or C403.3.2(5)
c. Equipment listed in Table C403.3.2(1) or C403.3.2(2)
d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined
with options 5.2 through 5.6. See Table 406.3.
e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max.
See the complete Table R406.2 for all requirements and option descriptions.
f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group.
Please print only pages 1 through 3 of this worksheet for submission to your building official.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R
(07101113)
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
210404
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A2
PRINT DATE 8/5/2021 12:55:41 PM
ELEVATION NOTES
PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO
WEATHER.
ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C.
PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR
GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL
RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY
FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SHALL BE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS FORMED BY THE
RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS THROUGH.
EXTERIOR STAIRS SHALL BE NOT LESS THAN 36" WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN 45,
ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT BE
LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS REQUIRED
AT TOP AND BOTTOM OF EACH STAIRWAY.
SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A
MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1)
OrainEd>�e '°
strip °
WeatherSeal trowel -applied membrane
Step flashing taped and sealed
Kick -out flashing
Kick -out and fascia
taped and sealed
KICKOUT FLASHING �DETAIL
-III III III III III III
APPROVED BY PLANNING
ELEVATION KEYNOTES
KEY VALUE KEYNOTE TEXT
39
40+ YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION
ROOFING
41
CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA
42
BOARD AND BATTON: 1x3 BATTONS @ 16" O.C. ON HARDI-BOARD OR EQUIV.
SMOOTH FACED BOARDS
44
FASCIA: 1x3 ON 5/48 WHITE WOOD (TYPICAL AT GABLE ENDS)
55
5/4x8 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS.
66
WINDOW WRAP: 5/44 SIDE RAILS w/ 2x6 TOP RAIL AND 2x3 DRIP SILL OVER
5/4x6 TRIM. PROVIDE HEAD FLASHING OVER ALL WINDOWS NOT UNDER EAVES
AND/OR EXPOSED TO WEATHER.
DECORATIVE 4x KNEE BRACE
68
71
BOX FRAME POST BASE AND WHITE WOOD TRIMS o/ STRUCTURAL POST PER
PLAN
73
5/4" CEDAR OR WHITE WOOD WRAPS o/ STRUCTURAL POST PER PLAN
74
36" HIGH WOOD RAIL AND CAP PER PLAN. PICKETS SPACED SUCH THAT A 4"
SPHERE CANNOT PASS THROUGH
76
P.T. DECK POSTS, JOISTS AND BEAMS PER PLAN
83
PROVIDE 6" MINIMUM EARTH/WOOD CONTACT
TEMP. GL.
LOCKING DEADBOLD AT ENTRY DOOR
84
85
86
CONCRETE LANDING AND STEPS PER I.R.C./I.B.C.
5
EAST ELEVATION
1/4" = 1'-0"
Ak TOP -of _Ridc�e
115-23/8"
1ST FLOOR PLAT
109' -1 1 /8"
e Average Gra
108'-9"
1ST FLOOR
0'-0"
Max Height L
133' - 9" _F'
WEST ELEVATION
1/4" = 1'-0"
NORTH ELEVATION
1/4" = 1'-0"
1f Ridge �
' - 2 3/8"
-710
PLATE
' - 1 1 /8"
e Grade
108'-9" V
FLOOR
100'-0"
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
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PROJECT NO.
210404
DESIGNED BY
TL
DRAWN BY
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CHECKED BY
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SHEET NO.
A3
PRINT DATE 9/17/2021 10:03:09 AM
KEYNOTE SCHELDULE
KEY VALUE TEXT
02
LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH
EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE
TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO
NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 &
311.3.2)
04
COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED
AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE
HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO
OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE
PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE.
(M 1503)
10
DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS
SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX.
DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502)
11
TYPICAL EXTERIOR WALL: SIDING o/ INFILTRATION BARRIER o/ EXTERIOR
SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT
INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER.
14
ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ.
FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) SEE M1305.1.3 FOR
ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN
ATTIC.
17
CLOSET ROD w/ VINYL COATED WIRE SHELF
18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
19
TEMP. GLASS DOOR
28
HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND.
2) 13/H RU -
44 POST PER STRUCTURAL
PLANS ATTACHED TO RIM AND
BLOCKING SO
AS TO COUNTER A
200# FORCE -
SPACED DECKING
PER PLAN
P.T. BLOCK
P.T. JOISTS
PER STRUCTURAL
PLAN
- 2X6 ARCH. RADIUS CAP
OR EQUIV.
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2x2 PICKETS @
5.5" O.C. SO THAT A 4" SPHERE
- CANNOT PASS THROUGH.
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CONNECTION DETAILS PER
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P.T. BEAM PER
STRUCTURAL PLAN
DECK POST DETAIL
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EMERGENCY EG ESS _ 2 3/4" (min. 60 cfm per code)
WINDOW PER CODE:
2650 CASEMENT 11 2' - 3 1/2"
- TEMP. GL.
SKYLIGH 10
P77771- OPTIONAL `
-- SEAT AT SHOWER
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18 HEAT PUMP HEAD — ROLL -IN
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EXISTING
VERIFY EXISTING
SMOKE DETECTORS
AND MODIFY AS NEEDED
SO AS TO BE INTERCONNECTED
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ifl H W T WATER SHUT OFF TO
MAIN HOUSE - CONTRACTOR
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REPLACE EXSITING
DECK AND LANDING
1ST FLOOR - NEW ADU.
1/4" = 1'-0"
WINDOW SCHEDULE
SYM. NO. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS
1 ST FLOOR
1
6'- 0"
5' - 0"
30 SF
DOUBLE SLIDER
0.30
3
7'- 0"
4' - 6"
32 SF
DOUBLE SLIDER
0.30
4
2'- 6"
4' - 6"
11 SF
CASEMENT - SINGLE
0.30
5
2'- 6"
4' - 6"
11 SF
CASEMENT - SINGLE
0.30
6
2' - 6"
4' - 6"
11 SF
CASEMENT - SINGLE
0.30
7
3'- 6"
5' - 0"
18 SF
CASEMENT - SINGLE
0.30
8
3'- 6"
5' - 0"
18 SF
CASEMENT - SINGLE
0.30
9
3'- 6"
5' - 0"
18 SF
CASEMENT - SINGLE
0.30
10
2'- 0"
6' - 0"
12 SF
PICTURE (FIXED)
0.30
TEMP. GLASS / FROSTED GLASS
1 ST FLOOR PLATE
11
12'-0"
3' - 0"
6 SF
SKYLIGHT
0.50
TEMP. GLASS
12
12'-0"
3' - 0"
6 SF
SKYLIGHT
0.50
TEMP. GLASS
Grand total 172 SF
8'-0"
I DECK CONSTRUCTION TO CONSIST OF APPROVED
.WOODS OF NATURAL RESISTANCE TO DECAY OR
I BE TREATED WOOD AND LABELED ACCORDINGLY.
■ I RC R317.1 & R317.2 •
SCALE BAR
0' 2' 4' 8'
I E Hardware and fasteners in contact with I
preservative -treated wood shall be of ■
' hot -dipped zinc galvanized steel, I
o I stainless steel, silicon bronze or copper.
■ In the absence of manufacturer's recommendations
Ia minimum of ASTM A 653 type G185 zinc -coated I
galvanized steel, or equivalent, shall be used. ■
L IRC R317.3.1 IBC 2304.10.5.1 I
DOOR SCHEDULE
SYM. NO.
1 ST FLOOR
WIDTH
HEIGHT
DOOR TYPE COMMENTS
D1
3' - 0"
8'- 0"
SINGLE STORE DOOR (TEMP.)
TEMP. GL. (U=0.28)
D2
5' - 0"
6'- 8"
BI-PASS CLOSET DOOR
D3
5' - 0"
6'- 8"
BI-PASS CLOSET DOOR
D4
3' - 0"
8'- 0"
SINGLE ENTRY
ENTRY DOOR (0.28 TEMP. GLASS)
D5
3'-0"
6' - 8"
SINGLE POCKET
D6
3' - 4"
6' - 8"
SINGLE POCKET
D7
4' - 0"
6'- 8"
BI-FOLD 4 PANEL CLOSET DOOR
D8
2' -10"
6'- 8"
SINGLE POCKET
16'
RESUB
Nov 29 2021
CITY OF EDMONDS
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SHEET NO.
PRINT DATE 1 1 /21 /2021 3:03:55 PM
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LIVING RM.
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DINING
EXIST.
1/4" = 1'-0"
MAIN FLOOR
EXISTING HOUSE PLAN - FOR REFERENCE ONLY
EXISTING 2ND
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Nov 29 2021
CITY OF EDMONDS
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CHECKED BY
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SHEET NO.
A5
PRINT DATE 11 /21 /2021 2:41:13 PM
A B
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12'-6" 18'-6"
6'-6"
12 12
81 18
ROOFING PER ELEVATIONS
o/ 30# FELT OVER
SHEATHING PER STRUCTURAL
o/ MANUF. TRUSSES PER PLAN
1" AIR SPACE w/
BAFFLE. EXTENDED
24" ABOVE INSULATION
R-49 BATT OR BLOWN INSUL.
THROUGHOUT ATTIC AREA
FASCIA BOARD PER ELEVATIONS
SOFFIT PER ELEVATIONS
MAIN PLATE FRAMING MEMBER ATTACHED TO
TOP PLATES PER STRUCTURAL
— — — — — —
(2) 2x_ TOP PLATES PER STRUCTURAL PLANS.
STAGGER JOINTS A MIN. OF 48"0.C.
I
HEADER PER STRUCTURAL
2" RIGID R-10 INSULATION
INSTALLED IN CAVITY BETWEEN
HEADER & INTERIOR G.W.B.
WINDOW
ADO /2 G.W.B. PROVED
LIVING RM. KITCHEN
MUD RM.
P.V.A. VAPOR RETARDER
R-21 BATT INSULATION
(IN FULL WALL CAVITY)
2x6 STUDS @16" O.C.
(U.N.O. IN STRUCTURAL)
EXTERIOR FINISH PER ELEVATION o/
15# BUILDING PAPER OR
APPROVED AIR INFILTRATION
BARRIER o/ SHEATHING PER
STRUCTURALPLANS
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4" CONC. SLAB o/ 2" RIGID INSUL.
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RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO. 210404
DESIGNED BY TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
A6
PRINT DATE 11/21/2021 2:45 PM
GENERAL NOTES
All design and construction shall conform to the requirements of the 2018 International Building
Code.
Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with
any construction or demolition. Contractor shall notify the Architect of any discrepancies or field
changes
Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or
procedures required to perform the work. Contractor shall provide adequate shoring and bracing of
all structural members, existing construction and soil excavations as required, in a manner suitable
to the work sequence. Temporary shoring and bracing shall not be removed until all final
connections have been completed in accordance with the drawings and materials have achieved
design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing
and all connections to the floor framing per these details are complete.
CHANGES: No changes to these structural drawings are permitted without written consent of the
Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate.
SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or
construction for all the following:
Structural steel, steel canopies, glued -laminated members and pre -manufactured wood
members.
Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal
and signature of the Washington State Registered Professional Engineer who is responsible for the
design, and shall be submitted to the Architect and Building official for review prior to fabrication.
DESIGN LOADS
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 4
L = 40 PSF (Residential)
= 60 PSF (Balcony)
SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following
Factors:
Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0
Roof Snow Load Ps = 25 psf Is = 1.0
WIND LOADS: Wind loads are based on ASCE 7 Ch. 28 (Envelope Procedure) with the following
factors:
Exposure Category = B
Velocity (3 sec) = 100 mph (ult) Kzt = 1.0
Design wind pressured for determining forces on components and cladding are determined in
accordance with ASCE 7 Chapter 30.
SEISMIC LOADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-10
Section 12.8 with the following factors:
Risk Category = II Ss = 1.27
Site Class = D S1 = 0.498
Design Category = D SDS = 0.846
R = 6.5 (wood shear wall) SD1 = 0.598
Ie = 1.0 Cs = 0.130 (ult.)
FOUNDATIONS
Concrete foundations shall be placed on Bearing Ground defined as follows. Bearing Ground shall be
stiff, competent, non -expansive, undisturbed native soil. Where native soil is inadequate for bearing,
foundations shall be placed on structural fill mixed and compacted (and scarified if necessary) in
accordance with specifications provided by a Washington State licensed Geotechnical Engineer. Prior
to construction, the contractor shall verify the Bearing Ground has minimum allowable bearing
pressure = 1500 psf.
Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade
unless required otherwise by the Building Official. The contractor shall confirm the minimum frost
depth with the Building Official prior to excavation.
CONCRETE
Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural
Concrete for Buildings."
CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength f'c at
28 days shall be as follows:
Slab -on -grade, Curbs and Pads - 2000 psi
Footings - 2500 psi
Walls, Stems - 3000 psi (2500 psi used for structural design)
Water/cement ratio shall be measured by weight and shall be based on the total cementitious
material. Water/cement ratio shall be determined by the supplier based on strength requirements
and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs
but shall conform to ASTM C 464, and be used in accordance with the manufacturer's
recommendations. CaCI and other water-soluable chloride admixtures shall not be used.
REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in
these drawings and properties below:
All reinforcing unless noted otherwise - ASTM A615, Grade 60
#3 stirrups and ties - ASTM A615, Grade 40
Welded rebar - ASTM A706, Grade 60
Galvanized Welded Wire Fabric - ASTM A165
Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for
Detailing Reinforced Concrete Structures."
Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown,
reinforcing bars shall be lapped as follows:
#5 and smaller - 48 bar diameters
#6 and larger - 60 bar diameters
Minimum concrete cover over reinforcing shall be as follows:
Nonstructural Slab -on -grade - Mid -Depth
Wall Bars: interior face - 3/4"
exposed to earth/weather - 1-1/2" (#5 and smaller)
2" (#6 and larger)
Footings: Bottom Bars - 3" (cast against earth)
Top Bars - 1-1/2"
Side Bars - 2"
Provide supports as required for proper alignment and concrete cover around the reinforcement.
Consult the CRSI Manual of Standard Practice MSP-1 for specific information.
WOOD
SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted
below or better:
Use Grade Fb(psi)
Wall Studs Hem Fir Stud 675
Plates & Planks Hem Fir #2 850
Joists & Rafters Hem Fir #2 850
4x Beams Douglas Fir -Larch #2 900
6x Beams Douglas Fir -Larch #2 875
Posts Douglas Fir -Larch #2 750
2x4 T&G Decking Douglas Fir -Larch Select 1750
All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry
or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such
as Alkaline -Copper -Quaternary "ACQ" or Copper Azole "CBA" type A and B.
All wood connectors shall be manufactured by Simpson Strong Tie Company (or approved equal),
and of the size and type shown on the drawings. All wood connectors in contact with
preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating).
MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood
framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown.
Location Min. Nail Quantity/Spacing Type*
Beams (built up 2x's) 3" x 0.131" 24" o.c. T&B* FN
EF* staggered
Blocking -to joists, rafters, trusses 3" x 0.131" 2 each end TN
or studs
-to top plates 3" x 0.131" 3 TN
Bottom plate -to joist, rim joist 3" x 0.131" 12" o.c. FN
or blocking
-to studs 3" x 0.131" 3 EN
Header (built up 2x's) 16d box 12" o.c. T&B FN
Header -to studs 3" x 0.131" 4 TN
Joist
-to supports
3" x 0.131"
3
TN
-to rim joist
3" x 0.131"
4
EN
Rafter
-to supports
3" x 0.131"
4
TN, EN
Rim Joist
-to sill or blocking
3" x 0.131"
6" o.c.
TN
Stud
-to Stud
3" x 0.131"
12" o.c.
FN
-to top/bottom plate
3" x 0.131"
4
TN
Top plate
-to top plate
3" x 0.131"
12" o.c.
FN
-to studs
3" x 0.131"
3
EN
-laps at corners and
3" x 0.131"
3
FN
intersections
Truss to top plate 3" x 0.131" 4 TN
*EN = end nail, FN = face nail, TN = toe nail, EF = "each face", T&B = "top and bottom"
RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood
Association. Sheathing shall be as follows:
Shear Wall Shtg APA rated 7/16" 32/16 C-D INT with Exterior Glue (CDX or OSB)
Roof Shtg APA rated 15/32" 32/16 C-D INT with Exterior Glue (CDX or OSB)
Sub Floor Shtg APA rated 3/4" 48/24 T&G C-D INT with Exterior Glue
Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing
shall be blocked at all panel edges as shown in the shear wall schedule.
GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification
mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be
applied immediately after trimming either shop or field. Members shall be Visual Graded Western
Species Inductrual, Architectural or Premium grade with strength as follows:
Plan Symbol Common Name Species Fb E
GLULAM Glulam DF 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi
GLULAM V8 Glulam DF 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi
ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by
Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based
on 12" member depth):
Symbol Common Name Manufacturer Fb E
PSL Parallam Trussjoist 2900 psi 2,000,000 psi
LVL Micolam Trussjoist 2600 psi 2,000,000 psi
LSL Timberstrand Trussjoist 1700 psi 1,300,000 psi
VL (1%4-2%$") Versa Lam Boise Cascade 2800 psi 2,000,000 psi
VL (3%" & wider) Versa Lam Boise Cascade 3100 psi 2,000,000 psi
PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer
licensed in the State of Washington, who is regularly engaged in the design of plate -connected
wood trusses. Truss design shall be accordance with IBC Section 2303.4.
Trusses shall be design for the following superimposed dead loads:
top chord bottom chord total
roof trusses 10 psf 5 psf 15 psf
In addition to dead loads, the design shall include the live, wind, snow loads as identified in the
"Design Loads" section of these drawings, and the snow drift, sliding and unbalanced loads per
ASCE7 Chapter 7. The truss design shall include concentrated and axial loads shown on framing
plans and hanger schedules in these drawings.
Roof trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings.
Trusses shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses
shall be supplied with the proper hangers, end connections, bridging, bracing to provide lateral
stability of all truss members, and tie -down connections to beams and tops of walls. Trusses shall
be supplied with tapered hardwood shimming so that every chord bears on the full width of every
support, without notching the truss members. The truss manufacturer is responsible for ensuring
the bearing seat does not exceed the sill plate capacity of the supporting element.
RECOMMENDED INSPECTIONS
The following recommended minimum items shall be inspected by a qualified individual provided
by the Building Official:
-Footings bear on competent native soil per the "Foundations" section above
-Footing reinforcement
-Shear wall sill plate anchors and washers per schedule
-Shear wall nailing and shear clips per schedule
-Shear wall hold-downs
TYPICAL DETAILS
In addition to the details and schedules on the framing plans, those noted as "Typical" shall be
used throughout the structure as applicable.
STRUCTURAL NOTES
SHEAR WALL PER PLAN
PT SILL PLATE w/ ANCHOR BOLTS
AND WASHERS PER SHEAR WALL
SCHEDULE. MINIMUM ANCHOR
BOLT EMBEDMENT = 7".
24"
44 x 24"
MATCH HORIZ
1EINF.
24"
#4 x 24"
MATCH HORIZ
REINF.
#4 HORIZ. AT 18" o.c. AND (2) AT LI I (3) #4 VERT.
Z TOP OF WALL DOWELS
- -
6" THICK WALL ��\
UNLESS NOTED #4 VERT. DOWELS AT 24" o.c. At HOOK
OTHERWISE ALTERNATE HOOK AT BASE N \x�� FOOTING PER
SINGLE REINFORCING #4x24 O PLAN
MATCH HORIZ LL
REINF. z a
00 PERF.FTG.
DRAIN
_ cc
m U
FOOTING PER PLAN
TYPICAL CONCRETE FOUNDATION I j
n
DIAPHRAGM NAILING SCHEDULE
NAIL SPACING
NAIL SPACING AT
AT BOUNDARIES
INTERMEDIATE
NAIL SPACING
BLKG
SIZE OF
AND "OTHER"
FRAMING
AT BLOCKED
LOCATION
SHEATHING
REQD
NAIL
PANEL EDGES
MEMBERS
PANEL JOINTS
ROOF
SEE STRUCT
NOTES
NO
10d
6" OC
12" OC
6" OC
SUB-FLR
NO
10d & GLUE
6" OC
12" OC
6" OC
DIAPHRAGM NOTES
1. ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION OF THE PLYWOOD SPAN PER
DIAPHRAGM DETAIL
2. PROVIDE BOUNDARY NAILING CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE DIAPHRAGM
3. NAILS SHALL BE COMMON OR GALVANIZED BOX
4. ALL FRAMING MEMBERS SHALL BE 2x MINIMUM NOMINAL WIDTH
BLOCKED DIAPHRAGM TYPICAL CONTINUOUS
WHERE INDICATED i, i, rPANELJOINT
BOUNDARY
NAILING
BLOCKED CONTINUOUS
PANELJOINT
INTERMEDIATE
NAILING
11 12��=XL
MAN
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4
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DIAPHRAGM DETAIL
TOP PLATE
"OTHER" PANEL
EDGE NAILING
JOIST/TRUSS
TYPICAL DIAPHRAGM NAILING 1 7
SON CS16 WITH (20)
0 DBL. TOP PLATE
D AT EACH SIDE.
A AS NEEDED.
F PER PLAN
NOTES:
1. USE THIS DETAIL AT ALL LOCATIONS WHERE
BEAM WIDTH EXCEEDS 3%Z" AND/OR BEAM
BOTTOM BEARING IS BELOW DOUBLE TOP
PLATES.
2. EXTEND BEAMS FOR 5-1/2" BEARING ON 2x6
WALLS, 3-1/2" BEARING ON 2x4 WALLS.
TYPICAL PLATE STRAP AT BEAMS I 10
NOTES:
1. VERTICAL REINFORCING NOT
SHOWN FOR CLARITY
2. SEE STRUCTURAL NOTES FOR
CLEAR COVER
DOUBLE REINFORCING
TYPICAL CONCRETE WALL AND FOOTING CORNER 2
TOP PL
5
101 01T.,n 1 01 11 nIAII C CAI U CI nC
NOTES:
SEE STRUCTURAL NOTES FOR TYPICAL TOP
PLATE NAILING NOT SHOWN
TYPICAL TOP PLATE SPLICE 1 $
II II
I I ROOF TRUSSES/ --
I I� RAFTERS BELOW L
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2x6 BLOCK BETWEEN
ROOF TRUSSES BELOW W/
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INTO EA ROOF TRUSS i
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POST DOWN TO ROOF /
TRUSS BELOW AT 24" o.c.
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TYPICAL ROOF OVERFRAMING 1 1
TYPICAL EXTERIOR ISOLATED FOOTING 1 $
CRIPPLE STUDS AT
16 O.C. WHERE APPLICABLE
TOP PLATES
NAIL STUD TO HEADER
W/ (8) 16d
STUD(S) PER PLAN
FULL HEIGHT
TO TOP PLATES
TRIM STUDS (TRIMMERS)
PER POST PLAN
SOLID BLKG MATCH
WIDTH OF BEAM/GIRDER
TYPICAL HEADER DETAIL 1 9
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
12
Ross
Engineering
Design
Inc
ryan.ross@rossengineer.com
11.18.2021
y PN N. ?o
OF WAS,y7i,, s
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21 34
46411
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FILE/ NO.
21034
DESIGNED BY
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DRAWN BY
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SHEET:
S1
PRINT DATE 8 / 2 / 2021
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MAIN FLOOR SHEARWALLS
SCALE: 1 /8" = 1'-0"
EXTERIOR WALLS
NOT MARKED SHALL BE
SW1
HOLDDOWNS CALLED OUT
ARE LOCATED AT BASE OF
SHEAR WALLS.
SEE SHEET S5 FOR SHEAR
WALL SCHEDULE AND TYPICAL
SECTIONS
J
A B C
37'-6"
31'-0"
° �F-01 j •
TYP.
6" CONCRETE STEM WALL Q •
ON 16"x8" CONCRETE FOOTING
-----------
� C-- ---------------------
CONCRETE SLAB FLOOR
4" CONC. SLAB. OVER 2" RIGID INSULATION
- -- - - - - - - - - -
6 I
I
6-6" 5'-6Y4"
---------------
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- J- - - — - — - — - — - — - — - — - — - — - — - — - — - — - — ——-—---—-—-—-— - — - -�, NO BOLTS -
- - - - - - - - - -
C
D--------------
12'-6"
I I�
6' CONCRETE STEM WbLLI
0q 16"x8" ONCRETE FOOTING
NO OLTS
-- ------ -----\--------- ---II -
N
- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -
L-
F-0 F-02
18'-6" I I
31'-0" 7'-3" 5' 0"—2'-6Y2"
oe
0
F-02 I
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
FOUNDATION NOTES
• VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING
ANY WORK.
• GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY
THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO POURING
CONCRETE.
• ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL.
FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF
FOOTINGS.
• TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL
NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN
MIN. DEPTH OF FOOTING BELOW FINISHED GRADE.
• FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE.
• ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
• UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR
BOLTS SHALL BE %" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE
WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL
HAVE A 3"x3"x.229" GALVANIZED WASHER.
• SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT.
• PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED
GRANULAR FILL UNDER ALL CONCRETE SLABS.
• PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT
CONNECTIONS ARE IN PLACE.
• ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS
WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN.
• FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES
AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF
FOOTING TO FINISHED GRADE. (R406.1)
• SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT.
COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO
PROVIDE ACCURATE DIMENSION FOR OPENINGS.
NOTE !
ALL FOUNDATION WALLS
TO BE 6" UNLESS CALLED OUT
OTHERWISE.
LEGEND
STEM WALL
— FOOTING
WALL / FIXTURES OVER
CONCRETE SLAB
EXISTING
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F-01
*16"x8" CON'T.
(2) #4 CON'T.
F-02
*24"x24"x8"
(2) #4 EA. WY.
NOTE:
*EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
11.18.2021
y PN N. I?
Q� OF WgSyiN S'
J B#
21 34
46411
/STVE 1j
All -
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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PROJECT NO.
DESIGNED BY
210404
TL
DRAWN BY
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CHECKED BY
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SHEET:
S2
PRINT DATE 11/15/2021 515 PM
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P-01
(1) 2x_ STUD w/ (1) TRIMMER
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-02
2x— STUD w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-03
(2) 2x_ STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-04
(2) 2x— TRIMMERS
(4) 16d NAIL (HEADER)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-05
PT 44 HF#2
CC44 OR ECC44
ABU44Z w/ %"x5' TITEN HD
P-06
46 DF#2
A35 + (4) 16d (DBL. TOP PLATE)
A35 + (4) 16d (TOE PLATE)
NOTE:
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
------ i i P.L.
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BEAM SCHEDULE
SYM.
BEAM
BM-01
4x8 DF#2 OR BETTER
BM-02
410 DF#2 OR BETTER
BM-03
46 DF#2 OR BETTER
BM-04
3.5"x10.5" GLULAM
BM-05
PT 4x10 HF#2
NOTE !
POINT LOAD ABOVE.
SOLID BLOCKING REQUIRED IN
FLOOR FRAMING
LEGEND
CONCRETE WALL
FLOOR PERIMETER
FLOOR JOISTS
HEADERS & BEAMS
STAIR STRINGERS
CONCRETE SLAB
EXISTING
DECK FRAMING
N
SCALE: 1/4" = V-0"
HANGER SCHEDULE
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-- ---wAmr-pa ------
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
11.18.2021
y PN N. 1?0
Q� OF WAS'
� z
J B#
21 34
46411
/STE"
sS�4N AL
ELECTRONIC COPY
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ROSS ENGINEERING DESIGN
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PROJECT NO.
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CHECKED BY
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SHEET:
S3
PRINT DATE 11/15/2021 515 PM
ROOF PLAN NOTES
• SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR
GROUND AND ROOF SNOW LOADS.
• FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR
SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE
DESIGNED AND ENGINEERED BY A LICENSED TRUSS
ENGINEER. RAFTER FRAMING PER PLAN.
• TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE
TRUSS MANUFACTURER PRIOR TO CONSTRUCTION.
• LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER
GENERAL CONTRACTOR.
• INSTALLATION OF ALL ROOFING AND WALL FLASHING
SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE 5 ----
WITH CURRENT CODES.
• PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS
SPECIFIED IN DETAILS.
• SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR
TO VERIFY ACTUAL ROUGH OPENING SIZE PER
MANUFACTURER SPECIFICATIONS.
• PROVIDE SOLID BLOCKING OVER ALL SUPPORTS.
• PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED
WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF
CLOSING MECHANISM MUST BE INCORPORATED. d
• 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL T
GABLE ENDS)
• ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST
AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE
TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB
CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE
42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED
ATTIC WITH LIMITED STORAGE.
• ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE
DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING
ROOMS.
ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION (R806.1 & 806.2)
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF
ATTIC AREA.
EXCEPTION:
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF
ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THAN 50%
OF THE REQUIRED VENTILATION AREA IS PROVIDED BY
VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC
OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT
MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE
SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS
CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS,
INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR
HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.
UPPER ROOF VENT CALCULATIONS
ROOF AREA
992 SQ FT
REQUIRED ROOF VENTILATION
AREA/ 300
3.31 SQ FT
40-50% IN UPPER & LOWER ROOF
ROOF VENT AREA/ 2
1.65 SQ FT
VENT BLOCKS IN EAVES
BLOCKS = AREA/ 0.074
23
ROOF VENTS IN UPPER 40-50 %
OPTION 1:
AF50 ROOF JACK= AREA/ 0.333
5
OPTION 2: (ridge vent)
CORAVENT V300 = AREA/ 0.094
17.6 FEET
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P-01
(1) 2x_ STUD w/ (1) TRIMMER
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-02
2x_ STUD w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-03
(2) 2x_ STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-04
(2) 2x_ TRIMMERS
(4) 16d NAIL (HEADER)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-05
PT 4x4 HF#2
CC44 OR ECC44
ABU44Z w/ %"x5" TITEN HD
P-06
46 DF#2
A35 + (4) 16d (DBL. TOP PLATE)
A35 + (4) 16d (TOE PLATE)
lNOTE:I
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
A B C D
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SEE DETAIL 2/S5 BM-03 SEE DETAIL 2/S5
MFG. MONO TRUSSES @24" O.C.
LOWER ROOF
ROOF PLAN
SCALE: 1/4" = 1'-0"
FOR SCHEMATIC PURPOSES ONLY.
REFER TO TRUSS FRAMING PLANS PER MANUFACTURER
AND PREPARED BY A LICENSED TRUSS ENGINEER.
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BEAM SCHEDULE
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BM-01
4x8 DF#2 OR BETTER
BM-02
410 DF#2 OR BETTER
BM-03
46 DF#2 OR BETTER
BM-04
3.5x10.5" GLULAM
BM-05
PT4x10HF#2
HANGER SCHEDULE
_ cvnd
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NOTE !
DOF FRAMING MEMBERS TO BE
1ANUFACTURED TRUSSES
@ 24" O.C.(U.N.O.)
:ADER NOTE!
LEADERS NOT CALLED
BUT IN PLAN SHALL BE:
O�
BM-01 Q
LEGEND
TRUSSES
RAFTERS
--- TRUSSES (TOP CHORD)
OVER FRAMING
= GIRDER TRUSS
WALLS UNDER
— HEADERS & BEAMS
— ROOF LINES
EXISTING
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
11.18.2021
y PN N. 1?0
Q� OF WAS'
z
J B#
21 34
46411
/STERN-�
sS�ON
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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DESIGNED BY
210404
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
PRINT DATE 11/15/2021 515 PM
HANDRAIL BY OTHERS
GUARDRAIL ATTACHMENT
AND RIM BRACING PER
MANUFACTURER
RIM BEAM/JOIST PER PLAN
MINIMUM WIDTH
PER MANUFACTURER
ROOF BOUNDARY NAILING
TRUSS BLOCKING PANELS
OVER FULL LENGTH OF
SHEAR WALL
SHEAR WALL SHEAR CLIPS
EDGE NAILING
SHEAR WALL PER PLAN
J
PRE -MANUFACTURED
1
DECK JOISTS PER PLAN
(WHERE JOISTS ARE PARALLELTO
RIM PROVIDE 2x BLOCK AT EACH
RAIL POST OR ALTERNATE PER
MANUFACTURER)
MONO TRUSSES PER PLAN
SECTION 11
�� D EAR WALL N���
TYPICAL SHEAR WALL SCHEDULE STyoX
4x6 POST PER PLAN
LCE4 EACH FACE
NUMBER OF SHEAR WALL STUD/BLKG. SILL PLATE / SOLE PLATE SW_
(2) SDS25412
SHEATHED EDGE 1 AT ADJOINING FRAMING ANCHOR TO NAIL/SCREW 67 HOLD-DOWN ID
EACH END
SYMBOL SHEATHING SIDES NAILING PANEL EDGES s SIZE CONCRETE s TO RIM JOIST SHEAR CLIPS
0
SHEAR CLIPS PER SHEAR WALL SHEAR WALL KEY
SWl 1 8d @ 6" OC 2x 2x 5/8" DIA. AB 3"x.131" NAIL 3"x.131" TOENAIL SCHEDULE WHERE APPLICABLE TYP.
46 BEAM
@ 48" OC @ 6" OC @ 6" OC
(4) %" x 8" LAG
SW2 1 8d @ 6" OC 2x 2x 5/8" DIA. AB 16d BOX NAIL LTP4 @ 24" OC SQUASH BLOCKS IN RIM JOISTS AT
@ 48" OC @ 6" OC
SCREWS
(2) KBS1Z
TOP AND
SEE
STRUCT 5/8" DIA. AB 16d BOX NAIL ALL POSTS AND HOLD-DOWNS, ALL IIIII III III 11 III III III I: I m
SW3 1 8d @ 4" OC 2x 2x LTP4 @ 18" OC LEVELS. SEE TYPICAL POST BLKG.
@ 32" OC @ 4" OC
09
BOTTOM
_ - - - - -
NOTES DETAIL TYP. _
"'
- - - - -
SW4 1 8d @ 3" TT
LTP4 @ 14" OC - -� r 71
OC Z 3x OR DBL. 2x4 2x 5/88" DIAOAB 16d@BOX
4-1/2"
ONCAIL
I
I'I I I I I: BLKG PER SCHED AT HORIZ.
=
z a 5/8" DIA. AB 16d BOX NAIL ANCHOR TYPE HOLD DOWN W/ J I I I _ I I _ _LI PANEL JOINTS w/ EDGE TYPICAL TOENAIL
SW5 1 8d @ 2" OC 3x OR DBL. 2x 2x LTP4 @ 10' OC
/
ANCHOR ROD PER HOLD-DOWN NAILING BOTH SIDES OF
@ 18" OC @ 2.5" OC2 I I I,I F
SHEAR WALL SCHEDULE NOTES SCHEDULE TYP. I I I I I'I I I j l I JOINT TYP.
1. NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE. 8d AT 12" o.c. NAILING AT ALL
2. WHERE NAIL SPACING IS LESS THAN 4"0c, STAGGER NAILS %"• I I I
3. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL INTERMEDIATE SUPPORTS I I LOCATE VERTICAL PANEL
I I I
4x4 BRACE
I I I JOINT ON STUD EDGE
HORIZONTAL ADJOINING PANEL EDGES. PANEL EDGE NAILING TYP. NAILING BOTH SIDES OF
4. 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 16d NAILS MATCHING EDGE NAIL SPACING.
JOINT
STAGGER PER NOTE #2 SILL/SOLE PLATE W/
_
5. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"xTV4" STEEL PLATE ANCHORS PER SCHED. TYP. MIN (2) STUDS AT EACH
00
WASHERS. LOCATE EDGE OF WASHER WITHIN 1/2" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE HOLD-DOWN UNLESS
v
DIAGONALLY SLOTTED 1.75" MAX. ANCHOR TYPE HOLD-DOWN NOTED OTHERWISE PER
6. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING. PER PLAN WHERE APPLICABLE. PLAN OR POST
7. SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS. SEE SCHEDULE FOR ANCHOR tSCHEDULE TYP.
8. SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL ROD TYP.
44 VERT
STRAP TYPE HOLD-DOWN
SEGMENTAL SHEAR WALL PER PLAN TYP.
2 3/4" MAX NOTCH
N d
� T
RIM BEAM/JOIST
PER PLAN
3" MIN
SITE -BUILT
JOISTS PERP. TO RIM
ROOF
CONT.
SECTION AT KNEE BRACE 1 2
6x6 HANDRAIL POST AT 48" o.c.
2x BLOCK WITH (4) 16d
ENDNAIL EACH END AND (2)
SDS25600 EACH POST
r — — — — J
2 3/4" MAX NOTCH
IN POST
iv a
�T
RIM BEAM/JOIST
PER PLAN
SITE -BUILT 3" MIN
JOISTS PARALLEL. TO RIM
6x6 HANDRAIL
POST AT 48" o.c.
(2) SDS25500
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF BOUNDARY NAILING
2x BLOCKING PANELS PROVIDED
BY TRUSS MANUFACTURER
SHEAR WALL SHEAR CLIPS
I EDGE NAILING
2x BLOCK AT EACH SHEAR WALL PER PLAN
POST WITH (4) 16d
EACH END
SECTION AT HAND RAIL 1 7
U MIV1 -IN rumiV
TRUSS TO BEAM 112
17
ROOF TRUSSES PER PLAN
H1 CLIP EACH TRUSS
SHEAR WALL AT RAISED TRUSS HEEL 1 $
ROOF BOUNDARY NAILING
CONT. 2x BLKG WITH VENTING PER
ARCHITECTURAL. SEE 8/S5 FOR
ALTERNATE AT RAISED TRUSS
HEELS.
EDGE NAILING
SHEAR WALL PER PLAN TYP
EDG
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF TRUSSES PER PLAN
H1 CLIP EACH TRUSS
2x6 STUDS AT 16" o.c.
TYP
PRESSURE TREATED SILL
PLATE PER SHEARWALL
SCHEDULE.
BOLT EMBED = 7" MIN.
FOUNDATION PER PLAN
SHEAR WALL SCHEDULE AND NAILING DETAIL 1 5
ROOFBOI'"'^"""
SF
c
SHI
EDG
PRESSURE TREATED SILL
PLATE PER SHEARWALL
SCHEDULE.
BOLT EMBED = 7" MIN.
FOUNDATION PER PLAN
WALL
SS
FRAMING PERPENDICULAR TO WALL FRAMING PARALLEL TO WALL
13 TYPICAL STRUCTURAL WOOD WALL/SHEAR WALL ASSEMBLIES 15
RESUB
Nov 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Ross
Engineering
Design
Inc
ryan.ross@rossengineer.com
11.18.2021
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OF WASy�N s
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21 34
46411
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FILE/ NO.
21034
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RR
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RR
CHECKED BY
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SHEET:
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PRINT DATE 8 / 2 / 2021