BLD2019-0360Alf "w
E f),V
CITY OF EDMONDS
121 5TH AVENUE NORTH -EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 11/04/2019 Perrnit#: BLD20190360
Expiration Date: 11/04/2AO Project Address: 228 SUNSET AVE N, EDMONDS
Parcel No: 004344011
X\f V i
HANYUAN & QIN XUAN ZHAO ROCK -SOLID GENERAL CONSTR LLC ROCK -SOLID GENERAL CONSTR LLC
228 SUNSET AVE N C/O PATRICK AUBLE C/O PATRICK AUBLE
EDMONDS, WA 98020 5018 22ND AVE NE 5018 22ND AVE NE
TACOMA, WA 98422 TACOMA, WA 98422
(206) 715-7769 (253) 306-0568 (253) 306-0568
LICENSE 4 ROCKSGC942LH EXP:03/18/2021
JOB DESCRIPTION
NEW SINGLE FAMILY RESIDENCE AND ACCESSORY DWELLING UNIT,
VALUATION: $433,186
PERMIT TYPE: Residential
PERMIT GROUP: 64 - Single Family Residence New
GRADING: Y CYDS: 150
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERYi
OCCUPANT GROUP: R3/U/ADU
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE: 20 15
OTHER: ------- OTHER DESC-
IZONE: RS-6
INUMBER OF STORIES: 2
1 VEST ED DATE:
NUMBER OF DWELLING UNITS: I
ILOT #-
BASEMENT: 0 1 Sr FLOOR: 0 2ND FLOOR: 0
BASEMENT: 0 1 ST FLOOR: 1428 2ND FLOOR: 1826
3RD FLOOR 0 GARAGE: 0 DECK: 0 OTHER- 0
3RD FLOOR 0 GARAGE- 690 DECK 334 OT HER 0
1BEDROOMS:
BEDROOMS: 0 BATHROOMS: 0
4 BATHROOMS: 4
FRONT S L-TB ACK SIDESE-FBACK RE.,kRSETBACK
REQUIRED: 20 PROPOSED: 20 JIMQUIRED: 5 PROPOSED: 5 IREQUIRED- 15 PROPOSED: 28
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: 5 PROPOSED- 5
SETBACKNOTES:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMENS COMP94SATION
INSURANCE AND RCW 18:27.
THIS APPLICATION 0 NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER DEPUTY AND ALL FEES ARE PAID.
-),AAP� &?" N 11 14- Z;)d4e�z "
Print Name Date Released By
Date
ATTENTION
ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/IRCI 11).
= FIRE = APPUCANT = ASSESSOR KCITY
t*J
Q3
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appro I fro
e 74
STATUS: ISSUED
BLD20190360
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Cbeckthejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances orpolicies must be specifically requested in writing and be called out and identified. Processing
fees forsuch request shallbe established by Council and shallbe paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification. .
• Sound[Noise originating from temporary construction sites as a result of construction activity are e)cmpt from the noise limits
of ECCChapter 5.30 only during the hours of 7:00amto 6:00pmon weekdays and 10:00am and 6:00pm on Saturdays, e)Cluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for datriages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
I INSPFf'TIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMrr COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVENVAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
I BUILDING I iENGINEEPJNG14261771-0220EXT.1326 I
1. Go to: www.edmondswa.gov Building Department Inspections 1
2. Then: Services are now scheduled online. If you FIRE (425) 775-7720
3. Then: Permits/De\elopment have difficulties, please call the 1
4. Then: Online Permit Info Building Department front desk for 'PUBLIC WORKS (426) 771-0235
5: If you don't have one already, create a assistance during office hours .
login (upper dght hand comer) (425) 771-0220 RECYCLING (425) 275-4801
6: Schedule your inspection
When calling for an inspection please leave the folloWng information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
• E-Erosion Control/Mobilization
• E-Storm Tightline
• E-Storm Detention System
• E-Footing Drain Connection
• E-Water Service Line
• E-Driveway Form & Slope Ver.
• E-Engineering Final
• B-Preconstruction meeting
• B-Setbacks
• B-Footings
• B-Foundation Wall
• B-Foundation Drakage
• B-Isolated Footings'/`Pw,�,
• B-Plumb Ground Work
• B-First Floor Framing
• B-Plumb Rough In
• B-Gas Test/Pipe
• B-FAerior Wall Sheathing
• B-Roof Sheathing
• B-ShearNafling
• B-Fire Blocking / Stopping
• 13,Framing
• 1�-Wall Insulation/Caulk
• B-Insulation/Energy
• B-Sheetrock Nail
• B-Building Final
• B-Other
HANYUAN ZHAO & XUAN QIN
23935104thAve W Edmonds, WA98020 I HZ (206)715-7769/XQ (206) 300-7206 1
xuan.xuanqin@gmail.com
December 12, 2019
Building Division
Edmonds City
121 51 Ave N
Edmonds, WA 98020
Dear Building Division:
I
RF';V�51-OM"
DEC 12 2019
8UILUING UEPARTMENT
CITY OF EOMONDS
This letter is intended as an amendment to the building plan. Please see the clouded area for
a balcony that is designed to become part of the 2nd floor Master bedroom facing south.
Both the architecture design and engineering modification are attached.
We look forward to a speedy approval.
Sincerely,
Hanyuan Zhao & Xuan Qin
'i 6ru, y4w
After recording return to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020 lei
JVL o 201S
Document Title(s)
Declaration of Covenant - Private Stormwater Facility
Reference Number(s) of Related Documents
City of Edmonds PERMIT NUMBER: BLD20190360
Grantor(s) (Last, First and Middle Initial)
QIN, XUAN
ZHAO,HANYUAN
Grantee(s) (Last, First and Middle Initial)
City of Edmonds
Legal Description (abbreviated form; i.e., lot, plat or section, township, range, quarter/quarter)
EDMONDS PLAT OF BLK 011 D-00 - LOT 8
Assessor's Property Tax Parcel/Account Number at the Time of Recording:
00434401100800
The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or
completeness of the indexing information provided herein.
DECLARATION OF COVENANT
Private Stormwater Facility
WHEREAS, the undersigned Declarant(s) have installed one or more stormwater
facilities under Edmonds Community Development Code Chapter 18.30 known as a "low impact
development best management practices (LID BMP)" as selected below:
4 Permeable Pavement 4
Ll Rain Garden / Bioretention Cell Ll
El Drywell Ll
Infiltration Trench
Gravelless Chamber
Other
WHEREAS, the City of Edmonds has allowed installation of the LID BMP, subject to the
execution and recording of this Declaration of Covenant; NOW, THEREFORE,
THE UNDERSIGNED DECLARANT(S), being the owners of the real property ("the
Property") located at the following address: 228 SUNSET AVE
in the City of
Edmonds, Washington, and legally described on Exhibit A attached hereto and incorporated
herein by this reference as if set forth in full, hereby covenants and agrees, on behalf of
himself/herself/themselves/itself and his/her/their/its successors and assigns, as follows:
Declarant(s) warrant that he/she/they are the owners of the property described on Exhibit
A and have the authority to impose this covenant on the property and bind all future owners,
successors, and assigns of the Declarant(s). The Declarant(s), future owners, successors,
and assigns of the Declarant(s) shall be referred to collectively as "Owners."
2. The Owners of the Property agree that the Property contains one or more stormwater
management facilities referred to as an "LID BMP," which was installed to mitigate the
stormwater quantity and quality impacts of some or all of the impervious or non-native
pervious surfaces on the property. "Low impact development" means development
conducted in a way that seeks to minimize or completely prevent alterations to the natural
hydrology of the site. Low impact development includes site planning and design to reduce
alterations of natural soil and vegetation cover, minimize impervious surfaces, and specific
practices that help to replicate natural hydrology such as permeable pavements, green
roofs, soil amendments, bioretention systems, and dispersion of runoff.
3. The Owners shall maintain the size, placement, and design of the LID BMP as depicted on
the approved site plan, Exhibit B, and design details shall be maintained and may not be
changed without written approval either from the Engineering Division of the City of
Edmonds or through a future development permit from the City of Edmonds. Chemical
fertilizers and pesticides shall not be used where LID BMP is located. All costs of
maintenance and repair shall be the sole responsibility of the Owners.
4. The Owners shall inspect LID BMPs annually for physical defects. After major storm
events, the system shall also be checked to ensure that the overflow system is working
properly. The Owners also shall maintain all LID BMPs so they function as designed on a
year-round basis.
5. The City of Edmonds is hereby granted by the Owners the right, but not the obligation, to
enter upon the Property described on Exhibit A at all reasonable times for the purpose of
inspecting the private stormwater LID BMP facility. If, as the result of any such inspection,
the City of Edmonds determines that the LID BMP is in disrepair, requires maintenance or
repair, or is otherwise not functioning as provided in the BMP site plan, the City Engineer
or his designee shall have the right, but not the obligation, to order the Owners to maintain
or repair the same.
6. If the City of Edmonds determines that the LID BMP requires maintenance or repair
pursuant to Section 5, the City of Edmonds shall provide notice to the Owners of the
deadline within which such maintenance or repair must be completed. Said notice may
further advise that, should the violator fail to perform required maintenance or make repairs
within the established deadline, the work may be done by the city or a contractor designated
by the City Engineer and the expense thereof shall be charged to the Owners. The City's
officers, agents, employees, and contractors shall have the right, which is hereby granted
by the Owners, to enter upon the Property described on Exhibit A in order to perform such
work. The Owners shall bear the cost of all work performed.
7. The Owners shall indemnify, defend and hold harmless the City of Edmonds, its officers,
officials, employees and agents from any and all claims, demands, suits, penalties, losses,
damages, judgments, attorneys' fees and/or costs of any kind whatsoever, arising out of or
in any way resulting from the approval of the LID BMP(s), the installation and presence
of the LID BMP(s), and the acts or omissions of the Owners, their officers, employees,
contractors, and agents relating to the construction, operation and maintenance of the LID
BMP(s) on the Property, except for the City's intentional and willful tortious acts, and
waive and release the City of Edmonds from any and all claims for damages and injunctive
relief which the Owners may themselves have now or in the future, by reason of the
construction, maintenance and operation of said LID BMP(s).
8. This covenant shall run with the land and be binding upon the Owners.
Dated:7-10
DECLARANT(S): APPROVED:
CITY OF EDMONDS
(Signature) �(Sj g Ana it u- r-
�IVL-d-o K) kvv"- -dayl M'(10 2-60
(Title) (Print Na(xk)
rX t,(AAI 'R'0 VKe_
(Print Name) (Title)
Corporation
STATE OF WASHINGTON
) ss.
COUNTY OF <1 tj
On this ID±h day of 20 before me, the under -signed, a Notary
Public in and for the State of �"ington, duly commissioned and sworn, personally appeared
L40A X 4A rh A A r-441
Un tomeknowntobethe DIA)w of
the corporation that executed the foregoing instrument, and acknowlePgeld Pthe s)dd instrument to
be the free and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that —F was authorized to execute said instrument and that the
sea] affixed is the corporate seal of said corporation.
WITNESS my hand and official seal hereto affixed the day and year first above written.
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NOTAR'Q LIC in and for the
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Exhibit A
Legal description
EDMONDS PLAT OF BLK 011 D-00 - LOT 8
RIM 46
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CB SUMP W/LID
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SCALE: 1:20
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PATIO 119.99,
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After recording return to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
Document Title(s)
Declaration of Covenant - Private Stormwater Facility
Reference Number(s) of Related Documents
City of Edmonds PERMIT NUMBER: BLD20190360
Grantor(s) (Last, First and Middle Initial)
QIN, XUAN
ZHAO,HANYUAN
Grantee(s) (Last, First and Middle Initial)
City of Edmonds
Legal Description (abbreviated form; i.e., lot, plat or section, township, range, quarter/quarter)
EDMONDS PLAT OF BLK 011 D-00 - LOT 8
Assessor's Property Tax Parcel/Account Number at the Time of Recording:
00434401100800
The Auditor/Rccorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or
completeness of the indexing information provided herein.
DECLARATION OF COVENANT
Private Stormwater Facility
WHEREAS, the undersigned Declarant(s) have installed one or more stormwater
facilities under Edmonds Community Development Code Chapter 18.30 known as a "low impact
development best management practices (LID BMP)" as selected below:
4 Permeable Pavement lid
Ll Rain Garden / Bioretention Cell Ll
J Drywell L3
Infiltration Trench
Gravelless Chamber
Other
WHEREAS, the City of Edmonds has allowed installation of the LID BMP, subject to the
execution and recording of this Declaration of Covenant; NOW, THEREFORE,
THE UNDERSIGNED DECLARANT(S), being the owners of the real property ("the
Property") located at the following address: 228 SUNSET AVE
in the City of
Edmonds, Washington, and legally described on Exhibit A attached hereto and incorporated
herein by this reference as if set forth in full, hereby covenants and agrees, on behalf of
him self/herself/themse Ives/itself and his/her/their/its successors and assigns, as follows:
I Declarant(s) warrant that he/she/they are the owners of the property described on Exhibit
A and have the authority to impose this covenant on the property and bind all future owners,
successors, and assigns of the Declarant(s). The Declarant(s), future owners, successors,
and assigns of the Declarant(s) shall be referred to collectively as "Owners."
2. The Owners of the Property agree that the Property contains one or more stormwater
management facilities referred to as an "LID BMP," which was installed to mitigate the
stormwater quantity and quality impacts of some or all of the impervious or non-native
pervious surfaces on the property. "Low impact development" means development
conducted in a way that seeks to minimize or completely prevent alterations to the natural
hydrology of the site. Low impact development includes site planning and design to reduce
alterations of natural soil and vegetation cover, minimize impervious surfaces, and specific
practices that help to replicate natural hydrology such as permeable pavements, green
roofs, soil amendments, bioretention systems, and dispersion of runoff.
3. The Owners shall maintain the size, placement, and design of the LID BMP as depicted on
the approved site plan, Exhibit B, and design details shall be maintained and may not be
changed without written approval either from the Engineering Division of the City of
Edmonds or through a future development permit from the City of Edmonds. Chemical
fertilizers and pesticides shall not be used where LID BMP is located. All costs of
maintenance and repair shall be the sole responsibility of the Owners.
4. The Owners shall inspect LID BMPs annually for physical defects. After major ston-n
events, the system shall also be checked to ensure that the overflow system is working
properly. The Owners also shall maintain all LID BMPs so they function as designed on a
year-round basis.
The City of Edmonds is hereby granted by the Owners the right, but not the obligation, to
enter upon the Property described on Exhibit A at all reasonable times for the purpose of
inspecting the private stormwater LID BMP facility. If, as the result of any such inspection,
the City of Edmonds determines that the LID BMP is in disrepair, requires maintenance or
repair, or is otherwise not functioning as provided in the BMP site plan, the City Engineer
or his designee shall have the right, but not the obligation, to order the Owners to maintain
or repair the same.
6. If the City of Edmonds determines that the LID BMP requires maintenance or repair
pursuant to Section 5, the City of Edmonds shall provide notice to the Owners of the
deadline within which such maintenance or repair must be completed. Said notice may
further advise that, should the violator fail to perform required maintenance or make repairs
within the established deadline, the work may be done by the city or a contractor designated
by the City Engineer and the expense thereof shall be charged to the Owners. The City's
officers, agents, employees, and contractors shall have the right, which is hereby granted
by the Owners, to enter upon the Property described on Exhibit A in order to perform such
work. The Owners shall bear the cost of all work perfon-ned.
7. The Owners shall indemnify, defend and hold han-niess the City of Edmonds, its officers,
officials, employees and agents from any and all claims, demands, suits, penalties, losses,
damages, judgments, attorneys' fees and/or costs of any kind whatsoever, arising out of or
in any way resulting from the approval of the LID BMP(s), the installation and presence
of the LID BMP(s), and the acts or omissions of the Owners, their officers, employees,
contractors, and agents relating to the construction, operation and maintenance of the LID
BMP(s) on the Property, except for the City's intentional and willful tortious acts, and
waive and release the City of Edmonds from any and all claims for damages and injunctive
relief which the Owners may themselves have now or in the future, by reason of the
construction, maintenance and operation of said LID BMP(s).
8. This covenant shall run with the land and be binding upon the Owners.
Dated:_
DECLARANT(S):
(Signature)
15 V's V\ W
(Title)
(Print Name)
Corporation
STATE OF WASHINGTON
) ss.
COUNTY OF Ki r13
APPROVED:
CITY OF EDMONDS
() WAY, r
(Title)
On this day of J (Al d 9 20 )9, before me, the under -signed, a Notary
Public in and for the State of W;Ihington, duly commissioned and sworn, personally appeared
= # JW to me known to be the 1) Wfl�p of 00AVA1 9
the corporaeion that executed the foregoing instr-ument',-a'nd acknowleJge'Hhe'SWd instrument to
be the free and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that �17_ was authorized to execute said instrument and that the
sea] affixed is the corporate seal of said corporation.
WITNESS my hand and official seal hereto affixed the day and year first above written.
X loligo 11888,00
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N&NOPUBLIC in and for the
State of Washington, residing at
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Exhibit A
Legal description
EDMONDS PLAT OF BLK 011 D-00 - LOT 8
RIM 46
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INFILTRATION TRENCH,
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SCALE: 1:20
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DOWNSPOUT CONNECTION
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FOOTING
DRAIN
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RIM 46
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CB SUMP W/LID
PATIO
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DOWNSPOUT CONNECTION
119.99,
PROPERTY LINE
ROOF OUTLINE
VEABLE
PAVEMENT
CD
SCANNED
0 4 2019
Wben Recorded Return to- PGS
GREENE LAND SURVEYING I T ANGTON CITY copy
23423 B HWY 99 S.
EDMONDS, WA 98026 NO EXCISE TAX
REQUIRED
SEP 3 0 2008
KIRKE SIEVERS, SnoboalSh Coun, taaW
SIDE YARD PERPETUAL EASEME�LT ly--mmmkgaL— RECEIVED
GRANTOR: US BANK, TRUSTEE OF THE DOROTHY C TUSON IRREVOCABLE TRUST OWNER LOT 8 APR 0 2 2019
GRANTEE. US BANI,� PERSONAL REPRESENTATIVE OF THE ESTATE OF DOROTHY C TUSON
OWNER LOT 7 13UILDING
ASSESSORS TAX PARCEL NUMBERS 00434401100800 LOT 8 & 0043440 1100700 LOT 7
LEGAL DESCRIPTIONS:
LOT 7, BLOCK 11, PLAT OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 1, PAGE 26 AND 27, RECORDS OF SNOHOMISH COUNTY, WASHINGTON
LOT 8, BLOCK 11, PLAT OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
1, PAGE 26 AND 27, RECORDS OF SNOHOMISH COUNTY, WASHINGTON
WHEREAS THE GRANTOR US BANK, TRUSTEE OF THE DOROTHY C TUSON IRREVOCABLE TRUST,
HEREBY DEDICATES A SIDE YARD PERPETUAL EASEMENT OVER AND ACROSS LOT 8 TO US BANK,
PERSONAL REPRESENTATIVE OF THE ESTATE OF DOROTHY C TUSON THE GRANTEE OWER OF
LOT 7
EASEMENT DESCRIPTION:
A SIDE YARD PERPETUAL EASEMENT OVER AND ACROSS THE NORTHEASTERLY 13 00 FEET OF
LOT 8 AS MEASURED PERPENDICULAR TO THE COMMON LINE OF LOTS 7 AND 9
THIS EASEMENT SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON
THE SUCCESSORS, HEIRS, AND ASSIGNS OF BOTH LOTS TIEREIN
SEE ATTACHED EXHIBIT "B"
Pago I of3
2008 12Estate of Dorothy C Tuson Easement
EXHBIT "B"
PERPETUAL EASEMENT
N.E. 1/4 S.E. 1/4. SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
EDMONDS ST.
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LEGEND
6 MONUMENTIN CASE
PR PRORATED MEASURMENT
WOODFENCE
?A6C -5 Or 3
201909230266 1 PG
0912312019 9:56am 103,50
SNOHOMISH COUNTY, WHINGTON
Return Recorded Instrument To:
City of Edmonds — Clerk's Office
121 5th Ave. N, Edmonds, WA 98020
ACCESSORY DWELLING UNIT COVENANT
Property Address: 228 Sunset Ave N
Assessor's Parcel Number: 00434401100800
LOT 8, BLOCK 11, PLAT OF EDMONDS, ACCORDING TO
Legal Description: THE PLAT THEREOF, RECORDED IN VOLUME I OF PLATS,
PAGES 26 AND 27
Grantor: - Hanyuan Xhao and Xuan Qin
Grantee: -City of Edmonds
Related Permit Numbers: PLN20190016
1, the undersigned, have attained approval for an Accessory Dwelling Unit (ADU) at the property
address above, in accordance with the provisions of Chapter 20.21 (Accessory Dwelling Units) of the
Edmonds Community Development Code (ECDC).
I agree and understand that it is my responsibility to notify all future property owners or long-term
lessors of the existence of the ADU and that its existence is predicated upon the occupancy of either the
ADU or primary dwelling unit by the owner of the property.
Additionally, I will notify all prospective buyers of the limitations on use and maintenance of the ADU
as stipulated in Chapter 20.21 (Accessory Dwelling Units) of the Edmonds Community Development
Code. An example of the limitations of the ADU per Chapter 20.21 is the property owner is required to
reside in the primary or accessory dwelling unit for 6 months out of every year.
Finally, this covenant shall be recorded in order to notify all current and future property owners that if
any conditions of the ADU approval are violated, the property owner will be required to remove all
improvements which were added to convert the primary dwelling unit into an ADU and restore the site
to a single-family dwelling unit.
On my oath, I certify that 1, the owner of 228 Sunset Ave N, reside in the primary or accessory dwelling
unit at this address for more than six months of every year.
OWNER/GRANTOR: M A I .......... I tAA A
SIGNATURE: "t
DATED is 7-L- day of 12019.
On this day personally appeared before me .-L-to me knoA to be the individual described
therein and who executed the within and foriegoi-n-g- mi- strument, and acknowledged that he/she signed the
same as his/her free voluntary act and deed, for the use and purposes therein mentioned. Notary's
pressure seal must be smudged.
UNH LO
Nolary Pubk
Staft of WuNngim
My Appoftn" Eq)bw
Odober 19, 20211
Dated:
Signature ofNotary Public:
Residing At: Vj&42r& 1 f , % a —
My Appointment Expires: to/ I C1 I Im
- THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR -
AECEIVED
OCT 15 2019
Of ED -Afo BUILDING
SPECIAL INSPECTION AND TESTING AGREEMENT
Permit #: BLD2019-0360 SCANN-SE)
Project: Zhao, 228 Sunset Ave. North— OCT 15 2019
Priorto issuance of apermit, thisform must be completedin its entirety andreturnedto the Cityfor
approval. The completedform must have signatures of acknowledgment by allparties.
DUTIES AND RESPONSIBIIATIES
Special Inspection Firm and Special Inspectors:
The Special Inspection firm of () t0,6 0 COS P-0 CW % ASS 04C�Ctt% , 14C-iW11 perform special
inspection for the following types of work (separate forms must be submitted if more Ithan one firm is to be
employed):
Reinforced Concrete
—Bolting in Concrete
Prestressed Concrete
Shotcrete
Structural Masonry
X Str uctural Epoxy
High Strength Bolting
— Spray applied Fireproofing
— Smoke Control Systems
Lateral Wood
— Structural Observation by design professional
Soils
_—Expansion Bolts/Threaded Expansion Inserts
All individual inspectors to be employed on this project will be WABO certified for the type of work they are to
inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO
certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the
inspector and the firm are qualified by education and experience to perform the work and testing required by the
project design and specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions
and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection
records shall include:
A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work
shall be brought to the immediate attention of the contractor for resolution.
A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing
any nonconforming work and resolution of nonconforming items.
A final report shall be submitted to the building department prior to the Certificate of Occupancy being
issued. This report will indicate that inspection and testing was completed in conformance with the
approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must
be detailed in the final report.
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Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring inspection.
The City approved plan and specifications must be made available ' at the jobsite for the use of the special
inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by
all parties.
The special inspection functions are considered to be in addition to the normal inspections performed by the City
and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be
poured or other work covered until approval is given by the City inspector.
Building Devartment:
The building department shall review any revisions and addenda. The City inspector will monitor the special
inspection functions for compliance with the agreement and the approved plans. The City inspector shall be
responsible for approving various stages of construction to be covered and for work to proceed.
Design Professionals:
The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special
inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will
coordinate their revision and addenda process in such a way as to ensure that all required City approvals are
obtained, prior to work shown on the revisions being performed in the field.
Owner:
The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or
agency.
ENFORCEMENT
A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved
plans and this document, may void this agreement and the Building Official's approval of the special inspector.
In such a case a new special inspector and/or firm �ould need to be proposed for approval. A failure of the
design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK
notice being posted on the project until nonconforming items have been resolved.
ACKNOWLEDGMENTS
I have read and agree to comply with the terms and conditions of this agreement.
-LO
�ilgn D 0
Owner; kM 0 t'&) YO OS n�"& ature ate C)C-t
Sol
Contractor: Signature Date:
61
Arch./Eng: Yuanjing Sheng Signature Date: Oct 14, 2019
Special Insp. TC31aD- (� PT _Signature Date: Jo-(5-P-011
VVV
Special Insp. Agenc RZ%evAQ,%�,
ACCEPTED FOR THE CITY OF EDMONDS BUILDING DIVISION
Date:
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0y. E DV 0
CITY OF EDMONDS
1215TH AVENUENORTH -EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERNUT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20190481
RIGHT OF WAY PERMIT (I -Single Family)
Permit Number: ENG20190481 Expiration Date: 11/04/2020
Job Address: 228 SLNSET AVE N, EDMONDS
ROCK -SOLID GENERAL CONSTR LLC
C/O PATRICK A UBLE
501822NDAVENE
TACOMA, WA 98422
Connect utilities on Sunset and the alley.
Location: 228 StNSET AVE N
ROCK -SOLID GENERAL CONST R LLC
C/O PATRICK AUBLE
5018 22ND AVE NE
TACOMA, WA 98422
(253) 306-0568
LICENSE #: ROCKSGC942LH EXP: 03/18/2021
DISRUPTION INFORMATION
ASSESSED VALUE $0.00 PROPERTY AREA: 0
SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: 0 x 0
PARKING: OX0 DURATION IN MONTHS 0 FEE: $0.00 YEAR OF OVERLAY 0 FEE: $0�00
ALLEY: OX0 DURATION IN MONTHS: 0 FEE: $0.00
INDEMA7TY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whalsoever, foreseen or unforeseen, that may he made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
afforneyfees by reason ofgranting this permit.
THECONTRACTOR IS RESPONSHILEFOR WORKMANSHIP AND MATERIALS FOR A PERIOD OFONEYEAR FOLLOWING THEF[NAL
INSPECTION AND ACCEPTANCE OF THEWORK
• Traffic Control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must
be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their
possesion.
• Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved
material prior to the end of the workday- NO EXCEPTIONS.
• Three sets of construction drawings of proposed work are required with the pen -nit application.
CALL DtALA-DIG (1-800-424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS
APPLICATION APPRON,"AL
THIS APPLICATION IS NOTAPERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed: Monday, November 04,2019
11/4/19
RELEASED BY DATE
0 FILE COPY F-1 INSPECTOR COPY E] APPLICANT COPY
STATUS: ISSUED
ENG20190481
• Restore ROW to City standards
• Call for locates of underground utilities prior to any excavation.
• Alert affected residents and/or businesses prior to work start.
• Verify clear bore crossings
• Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
• Maintain erosion & sedimentation control. Keep street clean.
• Three feet of clearance around fire hydrants, standpipes, P.I.V.'s, manholes, water meters, blowoffs, cleanouts and valves shall
be maintained.
• A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line.
• Maintain 10'separation between the sanitary side sewer and the water service line.
• Condition of the e)dsting lateral to be verified by the City's Public Works Dept. to obtain approval for reuse. Contact Edmonds
Sewer Division at 425-771-0235.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
• Owner/Contr-actor to provide Water Service Line asbuilt at final inspection. See City Standards for requirements.
• Owner/Contractor to provide Side Sewer asbuilt at final inspection. See City Standards for requirements.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise Emits
of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00arn and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the
noise lirrdts of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
INSPECTIONS
• E-Erosion Control/Mobilization
• E-Sidewalk Pre -Pour
• E-Driveway Form & Slope Ver.
• E-Sewer Tap on City Main
• E-Sewer Lateral Installation
• E-Sewer Lateral Pressure Test
• &Install Side Sewer Clean -out at Property line
• E-Engineering Final
• E-Storm to Gutter Outfall
• E-Sidewalk Post -Pour
PARTIAL INSPECTION DATE: rMTIAL: NOTES:
PARTIAL INSPECTION DATE: INITIAL: NOTES:
FINAL INSPECTION APPROVED DATE: rMTIAL:
OV ELIA,
_k
CITY OF EDMONDS
1215THAVENUENORTH- EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED ENG20190355
WATER METER RECORD
Permk Number: ENG20190355
Job Address: 228 SUNSET AVE N, EDMONDS
PROPFRT1! ONNINER CONTRACTOR
ROCK -SOLID GENERAL CONSTR LLC
228 SUNSET AVE N 5018 22ND AVE NE
EDMONDS� WA 98020 TACOMA, WA 98422
(253) 306-0568
LICENSE #: ROCKSGC942LH EXP: 03/18/2021
JOB DFNCRIPTION
DESCRIPTION OF WORK:
Upgrade to V for number offbdures and fire sprinkling
METER SIM: 1 " I
• NEW SERVICE FROM CITY MAIN TO PROPERTY LINE
• ASPHALT/CONCRETECUT
• FINAL PA TCH BY CONTRA CTOR
OWNMNAME: HANYUAN&QrNZUANZHAO
BILLINGADDRESS: 228 SUNSEr AVE N EDMONDS, WA 98020
INSTALLATION FEE: $2,970.00
CONNEC71ON FEE: �] 2,624.00
STREET CUT DEPOSIT: $0.00
Y SFR N IRRIGATION [K] APARTMENT / CONDO - UNITS: 0
N DUPLEX N FIRE CONNECTION IN I MIXED USE -COMMERCIAL FLOORS: 0
N TRIPLEX N OTHER: RESIDENTIAL UNITS: 0
N COMBO FIRE/DOMESTIC BACKFLOW ASSEMBLYREQUIRED
PUBLIC WORKS INS TA LLATION-ITTILM'13 ILLING
I N I LOCKED I Y UNLOCKED PROJECT NUMBER:
METER NUMBER: LOCATE REQUEST #:
STYLE: DATE CALLED:
METER READING: AND
MANUFACTURDiVS #: REGISTER
METER LOCATION:
SERVICE MATERIAL: PRESSURE: 0 GPM: 0
DATE OF WORK: WORK BY:
REMARKS:
*ATTACH DRAWING WHEN NECESSARY*
U/B ACCOUNT: ROUTE:
READ AFTER ADDRESS: WATER SUPPLIER--
ISSUED NVATER NIFTER-STRFFT CIT ENG2019OL3�5
TYPE OF REPAIR
= Asphalt Roadway/Walkway
= Concrete Sidewalk
= Concrete Curb
ARE4, REPAMM
( Ft X Ft ) = Sq. Yds
( Ft X Ft ) = Sq. Yds
( Ft X Ft ) = Sq. Yds
( Ft X Ft ) = Sq. Yds
( Ft X Ft ) = Sq. Yds
( Ft X Ft ) = Sq. Yds
Lineal Ft
Lineal Ft
Lineal Ft
REPAIR COST
Total Repair Costs:
Less Street Cut Deposit: $0.00
Invoice/Refund:
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERNIrr MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20190480
I SIDE SEWER PERMIT (I -Single Family)
Permit Number: ENG20190480 Expiration Date: 11 /04/2020
Job Address: 228 SUNSET AVE N, EDMONDS
APPLICANT CONTRACTOR
ROCK -SOLID GENERAL CONSTR LLC ROCK -SOLID GENERAL CONSTR LLC
5018 22ND AVE NE 5018 22ND AVE NE
TACOMA, WA 98422 TACOMA, WA 98422
(253) 306-0568
LICENSE #: ROCKSGC942LH EXP: 03/18/2021
JOB DESCRIPTION
Y REPA IR NN PROPOSE TO REUSE LATERAL LIDNUMBER:
_Y�GRINDERPUMP H
N N PROPOSE TO REUSE SIDE SEWER FN_J DRAINAGE
Install Side Sewer from new clean out at property line to clean out at house.
LAS FNILNT INFORMATION
* PROJECTCR SSES OTHER PRIVATE PROPERTY
* VERIFICATION OF RECORDED EASEMENTS COMPLETE
13'along north property line for neighboring home encroachment.
IADEMNITY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofils departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
atiorneyfees by reason ofgranting this permit.
CALL DIALA-DIG (1-800424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECnON (425) 771-0220 EXT. 1326
24 HOUR NOTICEREQUIRED FOR ALL INSPECnON REQUFS11S
APPLICATION APPROVAL
THIS APPLICATION IS NOTA PERNUTUNTIL SIGNED BY TT-IE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed: Monday, November 04,2019
,7
11/4/19
RELEASED BY DATE
El FILE COPY F-] INSPECTOR COPY F—] APPLICANT COPY
STATUS: ISSUED
0 None
0 E-Sanitary Side Sewer Inspection
PARTIAL INSPECTION DATE:
PARTIAL INSPECTION DATE:
FINAL INSPECTION APPROVED DATE:
INITIAL:
INITIAL:
INITIAL:
NOTES:
NOTES:
ENG20190480
i
BUILDING PERMIT Office Use Only
APPLICATION Permit #:
Development Services
Building Division
121 5th Ave N / Edmonds, WA 98020
�nc. isq, 425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: htti3://www.edmondswa.izov/
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
job Site Address: ;t;�A C�6 SLkNI &et
Pa rce 1: 0 I(> 44-� .44- tt- 0 ( 10 0 8 0-t),
Lot /Unit/Suite #: 1`4Ar Subdivision: tJ
PROPERTY OWNER:
Name: FlAt,1YtkAt,1,`-9A-t +'Xtkbit�
MailingAddress: _)39.;X3_ ( 0 IL�� Xg- tk]
City/State/Zip: aKKADS_ W6 -
Phone#: ul
Email: '-XLtRnq(%t,) F�uw QJ%A
i
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? El Yes No
I own, reside in, or will reside in the completed structure.
This installation is being made on property that I own which is
not intended for sale, lease, rent, or exchange according to
RCW 18.27.090.
Owner Signature: N
APPLICANT / CONTACT INFORMATION:
Name of Applicant: 'S a ---e 0 V g"
Mailing Address:
City/State/Zip:
Phone #:
E-mail: cov\'�4ft)40K
GENERAL CONTRACTOR: (if different from applicant) ILL C
General Contractor: C_ k� ALA_ 6- t_e__
Mailing Address: 5,t� 1<3 a -a r, 'k v e-
City/State/Zip: __re_-C_0ry\q \N CL 1
Phone #: 8�6-3 e3 ID �j 'Q) 5 G 7
E-mail:
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
14 ','l L
CITY OF EDMONDS BUSINESS LICENSE #:
TYPE OF PERMIT (Provide
• Accessory Structure/
Detached Garage
Details on Page 2)
El Addition
• Demolition
0 Mechanical
)(New Single Family/ Duplex
El Plumbing
0 Fire Sprinkler
El Remodel
0 New Commercial/ Mixed Use
0 Re -Roof
0 Signs
0 Tank
0 Tenant Improvement
0 Other
Remodel Permit fees are based on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of all equipment, matedals, labor, overhead,
and the profit for the work indicated on this application.
Valuation:
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: N Finished 0 Unfinished 11
1st Floor, sq ft:
il 4 7+ 'a 0 0 )
2nd Floor, sqft:
61
Garage/Carport:,sqft:
Deck/Covered Porch/Patio:
ct
V eOAAA CA
Othersq ft: r7
PROJECT DESCRIPTION-�
X10 4 5;4= LAJ
A (A
\J
I certify that the information I have provided on this form/a ppl i cation is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a perm�t applicaiion to the City of
Edmonds.
+
Print Name: 114�
Signature: 7il ate
k) /I--*, I D,
GfNERAIL COMMERCIAL DATA
Occupancy Group(s): Occupant Load(s):
Type(s) of Construction: KI -f'm
Fire Sprinklers: Ye4A No 1-1
WA STATE ENERGY CODE: If your project affects the building envelope,
mechanical systems, and/or lighting, you must complete the
appropriate WSEC forms.
DEFERRED SUBMITTALS: All commercial building permits that will require
associated plumbing, mechanical, fire sprinkler, and/or fire alarm
permits are applied for separately.
TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet
MECHANICAL EQUIPMENT COUNTS (New and Relocated)
BTUs Gas / Elec / Other QtY
A/C Unit /Compressor
Air Handier /VAV
-,Exam
A
Boiler
Dryer Duct
4,*,,v\
Exhaust Fans
Fireplace
3o
Furnace
IBO 1
4 13.M)
G 0-
Heat Pump Unit
L401C)o
!A non
Lec
Hydronic Heating
NaNp,
Roof Top Unit (Provide eleva-
tions if a Commercial Bldg)
Other:
PLUMBING FIXTURE COUNTS (New, Relocated or re -piped)
Qty Qty
Clothes Washer
Tub/ Showers
Dishwasher
Backflow Device (RPBA, DCDA, AVB)
Drinking Fountain
Pressure Reduction/ Regulator Valve
Floor Drain/Sink
Refrigerator Water Supply
Hose Bibs
Water Heater - Tankless? Y or N
y
Hydronic Heat
Water Service Line
Sinks 0
Other:
Toilets
L4
Other:
GAS/FUEL CONNECTION COUNTS (New, Relocated dr re-- eW
PIP
BTUs Qty BTUs Qty
A/C Unit
400e)tL�
Outdoor BBQ / Fire pit
Boiler
Stove/Range/Oven
Dryer
ec
Water Heater
3C),
Fireplace/ Insert
Other:
Furnace
Other:
MEDICAL GAS,
AIR VACUUM COUNTS
(New, Relocated
or re -piped)
Qty
Qty
Carbon Dioxide
Nitrous Oxide
Helium
Oxygen
Medical Air
Other:
Medical - Surgical Vacuum Other:
DEMOLITION
Type of structure to be demolished: �0\16e-
Square footage of structure to be demolished:
AHERA Survey cloneo. N
PSCAA Case #:
Critical Areas Determination:
Study Required El Conditional Waiver El Waiver 0
0060inIENEENE11i
Fill in Place Fill Material:
Removal El
Size of Tank (Gallons)
Critical Areas De�teration:
ter
St,�d equiredtiEl Conclitid IlWaiverE:l WaiverEl
GRADE/FILL/EXCAVATE
el er%
Grading: Cut_ -�%---10 cubic yards
Fill cubic yards
Cut/ Fill in Critical Area: Yes[] No
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of 1 year.
ESLHA Applications, 2 years.
LICENSING: All contractors and subcontractors are required to be licensed
with Washington State Department of Labor & Industries and have a
current City of Edmonds Business License.
of EVA,10
ROW PERMIT NO.: ENG
ISSUE DATE:
0 16 RIGHT-OF-WAY CONSTRUCTION
INC. 1 $90 PERMIT APPLICATION
PROJECT NAME: !nn e__ I HM —
CONTACT:
ra--r A uibLe
CONTRACTOR: Phone#:
wtni c')WAIVY-ow �LS3 2 o t. 3
Mailing Address- "c- Fax #:
State License #:
P%� Email#:
(Ag*V")rV' So(% OLJ�. - La cp C'S+ Jrockor-,, 00
City Business License #: JkJ JZ_ () aj 0 Is _kLiability Insurance [g Bonded covv�
ADDRESS OR INTERSECTION OF CONSTRUCTION:
I ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: . I
Commercial LJ Subdivision L] City Project L Traffic Control (Only)
Fj Multi -Family X, Single Family F� Other
F] EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this pen -nit part of a blanket permit? )�ZYes F� No
I ANY ASSOCIATED PERMITS? I � BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific): MeK Trom Pgwer
% a I — f) I I _J I
I WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YESE] NOE] Year: —1
PAVEMENT CUT:
CONCRETE CUT:
XYes El No
0 Yes % No
If yes, indicate size of cut: U
If yes, indicate size of cut: x
RIGHT-OF-WAY
AREA
CLOSURE
TOTAL
DURATION
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + LF
x
4 -1 LF
�LSCO- SF
SCLL4
Alley 72 Hrs + LF
x
LF
Loo
SF
7ao
1�0
Parking 72 Hrs + LF
X
LF
SF
APPLICANT TO READ AND SIGN
*Traffic control and public safety shall be in accordance with City regulations as required by the City
Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification
verifying completion of the required training in their possession.
*Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be
patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS.
Indemnity. The Applicant has signed an application which states helshe hold the City of
Edmonds harmless from injuries, damages or claims of any kind or description
whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, including defense costs and attorney fees by reason
of granting this permit.
I have read the above statements and understand the permit requirements and acknowledge that I must
follow all requirements der r t e permit to be valid.
SIGNATUI, DATE -7
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
<( of EVA404�,
I,vr 9.qo
. JS4)0
CONTRACTOR INFORMATION:
Company Name:
SIDE SEWER
PERMIT APPLICATION
Company Address -
Zip:
q9 00,
State License #
Expiration Date.1,
3-kLA- DD
PROPERTY INFORMATION:
Site Contact:
N_Q,
Phone#:
- 0"*6 -1 20 �a C-11
Email #: gx�-_ _!9rikIA Abj,:�W, CW
City Business License #
N P, - o a-1 I -�!3
Address: �s
L oyv�tA, A
Owner's Name:
Phone #: )A a-,Y\�v o�NN —e-:hkp \j r��
XFULL LINE REPLACEMENT El SPOT REPAIR PIPE BURST RELINE (PERMALINE ONLY)
DESCRIPTION OF PROPOSED WORK (Be Specific):
New e-r Vmre, _�o
% - I
f\Q, 41�vu' <
�co \N 0-
ISSUANCE OF THIS PERMIT DOES NOT CONSTITUTE PERMISSION TO WORK ON ANY PROPERTY OTHER
THAN THAT OWNED BY THE SUBJECT PROPERTY OWNER.
CERTIFICATIONS NECESSARY FOR INSTALLATION METHODS ARE THE RESPONSIBILITY OF THE
CONTRACTOR PERFORMING SAID WORK.
I REPRESENT AND WARRANT TO THE CITY OF EDMONDS, IF REPAIR OF EXISTING SEWER EXTENDS TO AN
ADJACENT PROPERTY, I HAVE OWNERS EXPRESS PERMISSION TO PERFORM WORK ON THAT ADJACENT
PROPERTY.
SIGNATURE DATE _7'
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
HANYIJAN ZHAO & XUAN QIN
23935 104th Ave W Edmonds, WA98020 I HZ (206)715-7769/XQ (206) 300-7206 1
xuan.xuanqin@gmail.com
March 18, 2019
Building Division
Edmonds City
121 51 Ave N
Edmonds, WA 98020
Dear Building Division:
APR 0 2 204
BUILDING
This letter is intended for additional information regarding the ADU included in our new single-
family building permit application. The total area of ADU is 819 SF or 25% of the tot(:Tl 3,259 SF
of total livable floor area. The ADU includes 2 bedrooms and located within the single-family
dwelling unit. The ADU is designed together with the main dwelling unit to maintain single-
- family architecture style with the identical materials, color, and roof. A separate entrance to
ADU is in the rear of the building with an outdoor parking space facing the entrance. A single
electric and water meter will support both units, so does a single mail box.
There will be 4 tandem parking spaces off-street parking at the rear of the building next to the
3-car garage.
- The main dwelling unit will be our own primary and permanent legal residence once built. We
as owners will permanently occupy the main -dwelling unit without exception. The ADU will
allow not more than 2 people occupancy. The ADU will meet the exact building requirements
- that apply to the main -dwelling unit.
Sincerely,
Hanyuan Zhao & Xuan Qln
GENERAL NOTES
LIFE SAYETY A OTES (continuedl
Nothing in this pen -nit approval process shall be interpreted as
allowing or permitting the maintenance of any currently existing
illegal, nonconfon-ning, or unpermitted building, structure, or site
condition which is outside the scope of the permit application,
regardless of whether such building, structure, or condition is
shown on the site plan or drawing. Such building, structure, or
condition may be the subject of a separate enforcement action.
Sound/noise originating from temporary construction sites as a
result of construction activity are exempt from the noise limits
only during the hours of 7:00am to 6:00prn on weekdays and
10:00arn and 6:00pm on Saturdays, excluding Sundays and
Federal Holidays. At all other times the noise originating from
construction sites/activities must comply with the noise limits,
unless a variance has been granted. ECC Chapter 5.30
All changes in plans and field modifications shall be approved by
the local jurisdiction. The design professional shall prepare
drawings as required for approval. IBC 107.4
Temporary address shall be clearly visible from street during all
phases of construction. Failure to properly post house/building
numbers may result in no inspection by the City Inspector.
Curb signage is not acceptable.
Address numbers (4" min. ht. & 1/2" min. stroke width) shall be
posted to b plainly visible from the street or road fronting the
property. IRC R319
LIFE SAFETY NOTES
Smoke alarms shall be installed in each sleeping room, outside of
each separate sleeping area in the immediate vicinity of the
bedrooms, and on each level (including basements and habitable
attics) in new construction and in existing dwellings when
alterations, repairs or additions requiring a permit occur. Smoke
alarms shall be hard -wired with battery backup, and when more
than one smoke alarm is required within an individual dwelling
unit, they shall be interconnected. Discuss exceptions to the
power source requirements with the Building Inspector.
11RC R314 IBC 907.2.11.2
Carbon monoxide alarms shall be installed outside of each
separate sleeping area in the immediate vicinity of the bedrooms
and on each level in new construction and in existing dwellings
when alterations, repairs or additions requiring a permit occur, or
1when one or more sleeping rooms are added or created. IRC R3151
Handrails and guards must be capable of resisting a concentrated
load of 200 pounds per square foot applied in any direction at any
point along the top. Guard in -fill components must be capable of
resisting 50 pounds per square foot.
1IRC Table R301.5 IBC 1607.8
Handrails shall be continuous through stair flights of four or more
risers, without interruption by newel posts (unless at a turn) or
other obstructions, and return to a wall, newel post, or safety
terminal. The grip -size shall be Type I or 11 or of equivalent
,graspablity. IRC 311.7.8
one operable escape window in the basement, habitable
attic and in each sleeping room meeting all of the following
requirements:
-An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade
floor opening)
-A minimum clear opening height of 24 inches
-A minimum clear opening width of 20 inches
-Not more than 44 inches between the finished floor and the
bottom of the clear opening.
Escape windows located under decks or porches must have a path
36 inches in height to a yard or court. R310 IBC 1029
The greatest riser height within any flight of stairs or the greatest
tread depth within any flight of stairs shall not exceed the smallest
by more than 3/8 inch.
IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4
FOOTINGS/FOUNDATIONS
Footing drains are required around concrete/masonry foundations
that retain earth and enclose habitable or usable spaces located
below grade, or for crawl spaces when a minimum 6 inch slope
within the first 10 feet of the foundation wall is not achieved. A
separate footing drain inspection by the Building Inspector is
required. IRC R401.3 IRC R405.1
Slab -on -grade floors shall be a minimum 3.5-inch thick concrete
over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc.
There shall be a thermal -break for slabs inside a foundation wall,
and if the slab is less than 24" below the exterior grade, 24" wide
R-10 perimeter insulation must be provided. Slabs used as part of
a hydronic heating system shall have R- 10 insulation provided
throughout the entire slab area.
1IRC R506 WSEC R402.2.9 WSEC Table R402.1.1
Vertical rebar must be hooked and tied in place at time of footing
inspection. Maintain minimum 3" clearance to earth, 1-1/2" to
form -work for reinforcement. R403.1.3 R404.1.2.3.7.4
Anchor bolts shall be at least 1/2 -inch in diameter and extend 7
inches into concrete. There shall be a minimum of two bolts per
plate, with one bolt within 12 inches but not closer than seven bolt
diameters from the end of the plate. The bolt spacing shall not
exceed 6 feet o.c. and shall have a nut and 3"x3"xO.229" washers
,unless engineered. IRC R403.1.6
FRAMING NOTES
Hardware and fasteners in contact with preservative -treated wood
shall be of hot -dipped zinc galvanized steel, stainless steel, silicon
bronze or copper. IRC R317.3.1 IBC 2304.9.5.1
Joists less than 18" and beams less than 12" to grade and all wood
exposed to weather shall be preservative -treated or naturally
resistant to decay. IRC R317 IBC 2304.11
Joists shall have not less than 1.5 inches bearing on wood or metal
and 3 inches on concrete. Joists shall be prevented from rotating
at the ends and at intermediate support by approved hangers, 2
�h nominal blocking, or attachment to a rim board.
C 502.6/502.7 IBC 2308.8
FRAMING NOTES (confinuedl
Foundation cripple walls shall be framed of studs not less in size
than the studs above. Walls over 4 feet in height shall be framed
of studs having the size required for an additional story. Cripple
walls studs less than 14 inches in height shall be sheathed on at
least one side with a wood structural panel that is fastened to both
the top and bottom plates in accordance with Table R602.3(l), or
cripple walls shall be constructed of solid blocking. Cripple walls
Ishall be supported on continuous foundations. IRC R602.9
Prior to the framing inspection, the building must be dried in with
a minimum of roofing, windows, and siding paper installed.
Truss layouts showing girder truss/hip-master locations are not
permitted to change and must be followed correctly. If the truss
manufacturer requests to change, in part or in whole, the layout
shown, they must contact the architect/designer to ensure that the
structural design of the building is maintained. If the layout
shown is changed, in part or in whole, the Building Division
requires new engineering calculations and must approve the
changes prior to the installation of the roof sheathing.
Exterior and bearing wall studs may be notched <25% and bored
<40% of the stud width. Non -bearing wall studs may be notched
<40% and bored <60% of the stud width. Any bore located <5/8"
from the stud face is considered a notch. Rafters and Joists may
be notched in the outer thirds of the span with a maximum notch
depth 1/6th and a notch width 1/3rd the depth of the member.
Rafters and joists may be bored up to 1/3rd the depth of the
member no closer than 2" to each edge or to another bore. Top
plates notched or bored >50% of the width must have a l6ga.
strap, 6 inches past and fastened with 8- 1 Od nails at each side of
,the opening. IRC R502.8 IRC R602.6 IBC 2308
Attic access openings are required for buildings with combustible
ceiling or roof construction over an area >30 sq. ft. and with a 30"
vertical space between ceiling and roof framing members. The
rough -framed opening shall be 22"x3O" and located in a hallway
or other readily accessible location. The access cover shall be
weather-stnipped and insulated to a level equal to the surrounding
,surfaces. IRC R807.1 WSEC 402.2.4
Attic ventilation openings shall not be less than 11150 of the area
of the space ventilated. It may be reduced to 1/300 if at least 50
percent and not more than 80 percent of the required openings are
at least 3 feet above the eave vents with the balance provided by
the eave vents. The net free cross -ventilation area may also be
reduced to 1/300 when a Class I or 11 vapor barrier is installed on
the warm -in -winter side of the ceiling. IRC R806.2
ADDITIONAL REQUIREMENTS
A survey may be required prior to the foundation wall inspection if
the Building Inspector is unable to verify setbacks. Lot line stakes
should be in place at the time of the foundation inspection and
established property pins should be made visible.
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MECHANICAL NOTES
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Provide outdoor air inlets in all habitable spaces.1RC 1507.3.4.4
A 30"x3O" level working space shall be provided in front of the
control side to service appliances. In attics and underfloor areas,
a passageway a minimum of 30 inches high and 20 inches wide
traveling not more than 20 feet from the access shall be provided.
A 24 inch wide solid pathway shall be provided in attics. A
switch -controlled luminaire is required at the passageway opening
and a receptacle outlet at or near the appliance. A means of
electrical disconnect is required within sight of the appliance or
the breaker is to be capable of being locked in the open position.
11RC M1305 IMC 306 NEC 422.31(B)
Provide the combustion air required for the proper operation of the
appliance(s). The minimum required volume per the standard
method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans,
clothes dryers, and kitchen ventilation systems interfere with the
operation of appliances, makeup air shall be provided. Fuel -fired
appliances shall not be located in sleeping rooms, bathrooms,
toilet rooms, or storage closets unless specific installation
requirements are met. IRC G 2406.2 G2407.4 G2407.5.1
1FGC 303.3 304.4 304.5
An exhaust hood/system of >400cfm installed or required by the
range or cooktop manufacturer must be provided with makeup air
equal to the exhaust air rate. IRC M1503.4 IMC 505.2
Provide required makeup air in the laundry room. Louvered doors
or openings/grilles into other spaces may be used to meet the
requirements. Other limitations may arise if a gas dryer is
installed. IMC 504.5 G2407.4 G2407.9.1
Dryer ducts shall terminate outside of the building, 3 ft. from any
openings into the building. The termination shall have a backdraft
damper and no screen. The dryer duct shall be a minimum
.016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a
smooth interior finish, have sections joined with the insert end in
the direction of airflow without the use of fasteners, be supported
at 4 ft. intervals, and secured in place and protected by nail plates
that extend 2" above/below bottom/top plates. The joints shall be
sealed with UL181A listed mastic or tape. Dryer duct maximum
lengths are 25 ft. for electric and 35 ft. for gas with deductions for
fittings (or sized/length per manufacturer). If concealed, the
equivalent length of the duct shall be permanently labeled or
tagged within 6 ft. of the dryer connection.
11RC M1502 M1601.4.1 G2439 IMC 504 1FGC 614
Hydronic heating system piping shall be tested at 100 psi water
pressure or 1 1/2 times the operating pressure, whichever is greater,
for a minimum of 15 minutes. Piping embedded in concrete shall
be pressure tested prior to the placing of concrete and be
maintained at operating pressure during concrete placement. The
test must be observed by the Building Inspector prior to concrete
placement. Note: a means of providing outdoor air per IRC
R303.4, M1507 and IMC 403.2 is required. IMC 1208 - 1209
Refrigerant circuit access ports located outdoors shall be fitted
with locking -type tamper- resistant caps.
IRC M1411.6 IMC 1101.10
installed on a floor level that is lower than the next
upstream manhole cover of the public or private sewer shall be
protected from backflow of sewage by installing an approved type
of backwater valve. Fixtures on floor levels above such elevation
Ishall not discharge through the backwater valve. UPC 710.1 1
Vent all plumbing fixtures through the roof per UPC 906.0 or
with a loop vent per UPC 909.0. Air admittance valves are not
permitted unless first approved by the Building Inspector on a
case by case basis.
Water heaters installed in attics, attic -ceiling assemblies,
floor -ceiling assemblies or a floor/sub-floor assembly, where
damage may occur from a leak, shall be installed in a watertight
pan made of corrosion -resistant materials. The pan shall have a
minimum 3/4" drain and the drain shall terminate in a visible
location. The drain cannot empty into the crawlspace beneath a
building. Discharge from a relief valve into a water heater pan
shall be prohibited. UPC 507.4 UPC 507.5
Access will be required for the whirlpool/jetted tub pump and the
tempering valve for all tubs. The tempering valve may also be
installed at the water heater. UPC 409
Showers shall be a minimum of 900 square inches and be capable
of encompassing a 30 inch circle. The shower receptor shall have
a finished dam, curb, or threshold between 2" and 9" above the
top of the drain. The floor of the shower shall slope a minimum of
1/4" and a maximum of 1/2". Lining materials for built-up showers
and shower seats shall be sloped, extend upward 3" above the
horizontal surface, and over the top of the dam or threshold.
Shower receptors shall be tested by filling with water to the top of
the rough threshold while plugged at the drain. Protect the weep
holes in the sub -drain clamping ring from clogging.
UPC 408.5 - 408.7
IMain building shut-off required on water supply line. UPC 606.2
Pressure reduction valve on main water supply line required by
City code.
Vent hot water tank relief valve directly to the outside.
UPC 608.5
Hot water heater must be seismically anchored or strapped at
points within the upper one-third and lower one-third of its
vertical dimensions. At the lower point, a minimum distance of 4"
must be maintained above the controls with the strapping.
UPC 507.2
All pressure absorbing devices (e.g. air chambers, mechanical
devices, hammer arrestors) shall be accessible or installed per
manufacturer. UPC 609.10
IMinimum 1" air -gap required at dishwasher. UPC 414.3
Hose bibs (exterior faucets) are required to have a pen-nanently
affixed anti -siphon device installed. UPC 603.5.7
Soaker and jetted tubs shall be installed and supported per the
manufacturer's installation specifications. UPC 409.6
Dwelling/garage separation shall be maintained by installing 1/2" gypsum
wallboard on the garage side from the foundation to the underside of the
roof sheathing. Ceiling of garages with habitable space above shall have
5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated
nails or equivalent drywall screws and the structural elements supporting
the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space
under stairs shall have walls, under -stair surface and any soffits protected
on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum
shall not be used as a tile backing board where there will be direct
exposure to water, or in areas subject to continuous high humidity
(showers, etc.). IRC R302 IRC R702.3.8.1
Fireblocking shall be provided to cut off all concealed draft openings (both
vertical and horizontal) and to form an effective fire barrier between
stories, and between a top story and the roof space. Fireblocking shall be
provided in wood -frame construction in the following locations:
1) In concealed spaces of stud walls and partitions, including furred spaces
and parallel rows of studs or staggered studs as follows:
1. 1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet.
2) At all interconnections between concealed vertical and horizontal spaces
such as occur at soffits, drop ceilings and cove ceilings.
3) In concealed spaces between stair stringers at top and bottom of the run.
4) At openings around vent, pipes, and ducts at ceiling and floor level,
with an approved material to resist the free passage of flame and products
of combustion. For additional requirements see IRC 302.11
Draftstops shall be installed in combustible construction where there is
usable space both above and below the concealed space of a floor/ceiling
assembly, so that the area of the concealed space does not exceed 1000 sq.
ft. and shall divide the space into approximately equal areas. Where the
assembly is enclosed by a floor membrane above and a ceiling membrane
below, draftstopping shall be provided in floor/ceiling assemblies under
the following circumstances:
I.Ceiling is suspended under the floor framing.
2.Floor framing is constructed of truss -type open -web or perforated
members.
Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8
inch wood structural panels or other approved materials adequately
supported and installed parallel to the floor framing membersIRC R302.12
ADDITIONAL REQUIREMENTS
eight verification shall be done by the applicant's agent/contractor and
)served by the Building Inspector on site. The agent/contractor shall set
) the equipment (transit/builders level), establish the datum point, and the
)int of average grade. These items must be consistent with the approved
ans. If the proposed height of a building (as shown on the plans) is
ithin 12 inches of the maximum height permitted for the zone, an
evation survey is required. An elevation survey consists of three
)mponents to be conducted by a licensed surveyor. 1) Prior to
mstruction, the surveyor shall establish average grade as specified in
2DC 21.40.030, and shall establish a reference datum point that will be
idisturbed and can be freely accessed. 2) The surveyor shall locate the
evation of the first floor prior to the City under -floor inspection. 3) A
,-ial letter of height confin-nation shall be provided upon completion of the
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RECEIVED
APR 0 2 2019
STATEMENT OF PLAN REVIEW SERVICES AGREEMEN43UILDING
ACKNOWLEDGEMENT OF REQUIRED
DISCRETIONARY APPROVALS
'-XL�A� U'i';�,-- ( I- �,Ajl�-- ii �,' I
tk , L--(,L0,he owner/agent for the owner, for a
building permit to construction improvements upon real property located at:
I -� -')� � '� (I � V )'� -'e-t A V N) . Ec� 1�to ile( (� , V V,-, A
in Edmonds, Washington. I acknowledge that, pursuant to terms of this agreement, the Building Permit
Application I have submitted will be accepted fot review by the City concurrently with the iev ' iew of any
necessary discretionary project permits or approvals required �y the provisions of the Edmonds
Community Development Code. I also acknowledge that the City shall not accept an application for
building permit that is not complete as determined by the minimum submittal requirements.published by
the City which I have read and understand. In signing this form, I acknowledge that I have submitted all
necessary documentation in order to make a complet6 ppplication for a building permit. Ile City
determined that the discretionary application(s) for this project were deemed complete on - (4atc).
I acknowledge that any plan review fees paid in connection with this application am solely for the
expenses and costs associated with review the plans as I have submitted thern, and do not entitle we to
any right or claitn'to the issuance of a building permit. In consideration for the consolidated review of the
building permit application concurrently with any required discretionary project permits or approvals, I
hereby acknowledge and agree to be bound by term and conditions oftbis agreement as. set for herein.
1. The required discretionary project permits or approvals for this project currently include, but are not
tin-Jted to the following:
0 Architectural design review ........................................... Heari.ng date:
Subdivision or short subdivision ................................... Hearing date:
Planned residential development ................................... Hearing date'
onditional use permit .................................................... Maring date: 4 -,�Z
Variance'.i . . ..................................................................... . Hearing date:
E] Critical areas determination or variance request ............. Hearing date:
E) Other (speci Hearing date:
I further understand that adaitional discretionary project permits or approvals may be determined
during the course of discretionary project review which may affect plan review timelines and plan
review fees paid for this building permit application. .
2. Any building permit issued and approved for this project will be subject to any conditions or
restrictions imposed pursuant to the review and approval of any required discretionary project permits
or approvals. Such conditions or restrictions may require that the building plans I have submitted be
modified or amended to be consistent with such conditions or restrictions. I understand that additional
plan review' fees will be required in the event that modifications or amendments to the plans
submitted are required by conditions or restrictions impoted pursuant to a final decision to issue or
grant any required discretionary ppject permits or approvals, In the event that modifications or
amendments are required, the owner sball be solely responsible for anyand all costs which result
therefrom, including, but not limited to, additional full plan review kes. When additional plan review
fees are required, the fees shall be paid in full prior to the commencement of additional plan review
by the City.
3. No building permit will be approved or issued until such time as a final decision for all required
discretionary project permits or approvals have been issued or granted, includ . ing the expiration of all
appeal periods. A decision to issue or approve any required discretionary project permat or approval
shall not be considered final'until the lin-dtafions period for any appeal has e�xpired or until all
administrative and Superior Court appeals have been resolved. In the event that an appeal of a
discretionary project permit or approval results in new or additional conditions or restrictions which
require modifications or amendments to the building plans, such conditions and restrictions shall be
treated as if originally imposed in the issuance or granting of the discretionary permit or approval.
However, new full -plan review fees shall be required.
IMe building permit application shall expire 180 days after the building permit submittal regardless of
whether a final decision, �icludiug expiration of appeal perio&,, for all discredonary project permits
or approvals have been issued or granted. I understand that I may request a building permit
application extension for an additional 180 days, in writing, if filed before the expiration of the
original application. Ile City may grant only one extension. In the event that the building permit
application expires prior to a final decision on the issuah"ce or approval of all required d(iscretion4ry
permits or approvals; or if not request for an extension is submitted in writing prior the expiration of
the original application, then the application shall expire and a new application and new full -plan
review fecswill be required.
5. In the event that any application for a required discretionary project permit or approval is withdrawn,
or if such permit or approval is denied either by the City or upon appeal, no portion of any plan
review fee shall be refunded by the City.
6. In the event that the building pcnWt applicant initiates or requests amendments or modifications to
the building plans after plan review by an applicable City Department is complete, new fidl-plan
review fees will be required and shall be required to be paid in full prior to the commencement of
additional plan review by the City.
I cert* that I have read and understand the terms and provisions of this agreement for plan review
services and agree to be bound by
Owner/Agent of Owner T_ Date: _3 _'A r I
'0
Development Services Permit Coordinator Date:-
vWwwt of pLin reAew sm a"Am 2
04
Engineering Division I
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applicant shall address each item identified prior to building permit application acceptance.
2plans-Site plan(_�� ancl(!Eto��rm/Ut�ility pl�a. Specific requirements below.
::J 1: ::J:� I a:l;;: F�i : I'd -MMI' er
El -9--s4of 1; p f at o r -p! all 11 F . 19 U
0 Banner should include plan sheet name, sheet number, engineer or eng firm, project name.
09 Plans shall be scaled 1:20, (1:10 or 1:30 may be acceptable in some cases if fully readable.)
The Engineering Division has noted the following deficiencies in the permit application. The
M Existing and proposed conditions, call outs, notes, hatching etc. clearly shown.
El 44-lot is part ol : 11. 1; ;:1 :1 ij , �� ---n —n'ub
I pFeviii:i ::1 p1lat .: 1 1: . 11. rint must NT&Crde u i 'My
�'�viou��-suFfaee a44eeeA4ei+4ef4et-,�r-e����pphcab4e.—
N Stormwater/Drainage Report consistent with 2017 Stormwater code/2014 SWMMWW
[A Stormwater Addendum Checklists -see below
Geotechnical Report (report not required for full dispersion)
ehan&��P�Fop �Y.
-if". R—fttA
Site Plan H �,-; Gif-T L_DT- cove(ZA(-, E� f* e,,4 F=c)
Traffic Impact Worksheet if property is undeveloped or changing use. OK� ome, lei 5 rylad
PA it4l d,0
[)S. If submitting site plan, eng site plan, and/or landscape plan, check for general cor)sistency.
0 Only show existing conditions that will remain post construction. W111�
V0 Utilities (storm, sewer, water, catch basins), no specific construction information
Eff Impervious surface amount. (check that the same # is not listed for lot coverage)
T.R� Nip WM WE
0 Easements or Dedications
TemporarV Erosion and Sedimentation Control Plan
E] Stormwater Addendum Checklist #3 shall be completed.
P9 Location of bmps and standard details; SWMMWW standard details are fine.
[�P Area of disturbance shown.
VL Check that any particular sloped areas are addressed.
KI Tree protection
[nfiltration/Dispersion etc. areas are protected from equip etc.
Building Permit Completeness Check — Engineering Division Page I of2
Engineering Division
Existing Topos- steep slope protection
Retaining walls -top of wall and bottom of wall elevations.
Reference to SWPPP or SWPPP notes on plan sheet.
Construction sequence
No rockeries, if over 12 ft in height, where height is greater than horizontal distance to row, if over 3ft
and against fill. See 18.40.020 for all prohibitions.
Drain age/Uti I ity Plan
Full adjacent right of way shall be shown with existing public utilities.
Final Grade contours. Spot elevations if needed.
0 All pipe shall be labeled with size, material and length.
03 All util-ity structures shatl be- caHed out Type, -size-, and rW-41vert elevatiorm it�� existing utflftie—s
where project proposes connection.
El Proposed connections to public mains shall include size and material info for main and ivert elevation
information at the proposed connection.
ZI Dry utility locations (gas, power, cable)
LN Water —
• Meter -existing or proposed, size
• WSL from meter or if sp, stub out at property line, to the structure.
Sewer—
* Connection at main shall be at a manhole.
* 6" clean out at property line and at 4-6" clean out at structure with invert elevations to verify
min 2% slope
* 10' separation from water service.
Storm —
• Storm system(s) with dimensions
• Pipe and structures with rim and inverts
• Connections from structures and hard surfaces with inverts to storm system(s)
0
Stormwater Addendum Checklists:
11 #1 or #2 Small or Large Site Checklist
El #3 SWPPP Drawings and Report
E] #4 Methods for determining Infiltration Rates (not req. if using only dispersion bmps)
El #5 or #6 depending on bmp (not req if direct discharge or full dispersion)
0 Checklists #7 through #15-must submit specific checklist(s) for the bmp(s) proposed.
Traffic Control Plan
OTHER COMMENTS:
Note: This information should not be used as a substitute for City codes and regulations. The Edmonds City
Code (ECC) may be viewed at http://www.codepublishing.com/WA/Edmonds/. The applicant is
responsible for ensuring compliance with the fees and regulations that are applicable at the time of submittal.
if you have a specific question about a certain aspect of your project, please contact the Engineering Division
at122 5th Ave N, (425) 771-0220. Please note that other local, state, and/or federal permits or approvals may
hp rpniiiriad.
Building Permit Completeness Check — Engineering Division Page 2 of2
Ah
� PLANNING DIVISION �
The Planning Division has noted the following deficiencies in the permit application. The
applicant shall address each item identified prior to building permit application acceptance.
0 Height Calculations
o Height Calculations: See handout #1341 — Height Calculation Information for details
on how to provide height calculations.
o Datum Point: Please identify a datum point on the site plan and elevation of the
datum point. The datum point should be something permanent such as a water
meter. The datum point is used to verify height during the height inspection.
o Elevation Views: Please identify average grade, maximum allowable height and
@�qual hei ' ght on one of the elevation views.
--Setbacks: Show required zoning setbacks on the site plan and provide measurements
from all structures to the property lines.
LIC6 (0"JO Coverage Calculations: Provide coverage calculations. Coverage means the total ground
coverage of all buildings or structures on a site measured from the outside of external
walls or supporting members or from a point two and one-half feet in from the outside
edge of a cantilevered roof, whichever covers the greatest area.
L?b'--�_ritical Area Determination: There has not been a critical area determination on the
subject property or the existing determination is older than five years. See handout
#P20 — Critical Areas Checklist.
6111,c-'C '�7'+ t/.6 _%, -,) 1� JA
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10 0 A C- T H;q,,- :5 0" !S�C- 7-,6,1 CK.
Note: This information should not be used as a substitute for City codes and regulations. The Edmonds
City (ECC) may be viewed at http://www.codepublishina.com/WA/Edmonds/. The applicant is
responsible for ensuring compliance with the fees and regulations that are applicable at the time of
submittal. If you have a specific question about a certain aspect of your project, please contact the
Engineering Division at 121 5th Ave N, (425) 771-0220. Please note that other local, state, and/or federal
oermits or aDDrovals mav be reauired.
-4
Oro BUILDING DIVISION
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The Building Division has noted the following required items missing from the permit
application. The applicant shall address each item identified prior to building permit
application acceptance.
Commercial Proiects:
Plans:
0 Plans scaled & legible
• Stamped and signed by architect where applicable
• Code summary, including
o Allowable Area calculations
• Type of Construction
• Occupancy group(s)
• Occupant Load calculations
• Fire Sprinklers indicated if required
o Other
0 Foundation plans
0 Floor plans
11 Elevation views
El Fire rated construction — callouts and details
El Door and Window schedules
0 Structural drawings
0 Energy Code compliance shown on plans
0 Other
Reports and Forms:
11 Soils report
El Structural Calculations
El WA State Energy Code forms for Envelope, Lighting
El Envelope Plans and Documents (for Condos)
El Other
Reviewer Initials
Building Permit Completeness Check — Building Division Page I of 2
BUILDING DIVISION 1-4
Residential Proiects:
Plans:
�Vi ans scaled & legible
vstlamped and signed by 2t"w"-here applicable
U"O'-Foundation plans and details
IR"IFloor plans and details
VEROOO'E'levation views
Typical bearing wall and roof section view
0
V171 ire rated construction - callouts and details QqottJ 4a Lzc- u,--, 44., tLw s
structural drawings and details
0 Other
Reports and Forms:
Pro'S'tructural calculations where required
W-,"Soils report
POO'Energy Code compliance shown on plans
V'Other
OTHER COMMENTS:
AD L)
V/6 Ax4f-,�50
-4�69-
16— Reviewer Initials
Note: This information should not be used as a substitute for City codes and regulations. The Edmonds
City Code (ECC) may be viewed at http://www.codepublishing.com/WA/Edmonds/. The applicant is
responsible for ensuring compliance with the fees and regulations that are applicable at the time'of
submittal. If you have a specific question about a certain aspect of your project, please contact the
Engineering Division at 121 5th Ave N, (425) 771-0220. Please note that other local, state, and/or federal
nermits or aDorovals mav be reauired.
Building Permit Completeness Check — Building Division Page 2 of2
I
ZIF
jl!;�
IN,
IEngineering Division I
PE
The Engineering Division has noted the following deficiencies in the permit application. The
applicant shall address each item identified prior to building permit application acceptance.
Jplans-Site plan TESC plan ancl(���- Specific requirements below. J 0
11 4f- �'o
0 Banner should include plan sheet name sheet number, engineer or eng firm, project name.
Plans shall be scaled 1:20, (1:10 or ay be acceptable in some cases if fully readable.)
Existing and proposed conditions, call outs, notes, hatching etc. clearly shown.
if[ -
El 410t M Val-t 0#8 ShE)4i-41at eF plat, PFOV;& Plat I cut I I I u5t Inuate-07"i Ti7sTft
Stormwater/Drainage Report consistent with 2017 Stormwater code/2014 SWMMWW
0 Stormwater Addendum Checklists -see below
V Geotechnical Report (report not required for full dispersion)
ES --unde-1-ped eF Ehangiiqg-u,!���FopUty.
Site Plan
EA Traffic Impact Worksheet if property is undeveloped or changing use.
1)5. If submitting site plan, eng site plan, and/or landscape plan, check for general consisten 0
El Only show existing conditions that will remain post construction.
Utilities (storm, sewer, water, catch basins), no specific construction information —
Impervious surface amount. (check that the same # is not listed for lot coverage)
FF84;taBe lFApFAV@Mept6' carjawalk RRd dfiV@WSY appfeaeh�diffi ri�nr Int
tQ64� &-thacAs.
Easements or Dedications
Temporary Erosion and Sedimentation Control Plan �Se P�� � COU _P (CLi",\
11 Stormwater Addendum Checklist #3 shall be completed.
;9 Location of bmps and standard details; SWMMWW standard details are fine.
10 Area of disturbance shown.
P, Check that any particular sloped areas are addressed.
191 Tree protection
Infiltration/Dispersion etc. areas are protected from equip etc.
Building Permit Completeness Check - Engineering Division Pagel qf2
r.14 F
V4
Engineering Division
Existing Topos- steep slope protection
Retaining walls -top of wall and bottom of wall elevations.
Reference to SWPPP or SWPPP notes on plan sheet.
CS Construction sequence
19 No rockeries, if over 12 ft in height, where height is greater than horizontal distance to row, if over 3ft
and against fill. See 18.40.020 for all prohibitions.
Drainage/Utility Plan
Full adjacent right of way shall be shown with existing public utilities.
Final Grade contours. Spot elevations if needed.
C3) t A re &/k 0
0 All pipe shall be labeled with size, material and length. pir'le -
M All utility structures shall be called out. Type, size, and rim/invert elevations including existing utilities P- tc,
where project proposes connection.
El Proposed connections to public mains shall include size and material info for main and ivert elevation
information at the proposed connection.
0 Dry utility locations (gas, power, cable)
Water —
• Meter -existing or proposed, size
• WSL from meter or if sp, stub out at property line, to the structure.
Sewer —
* Connection at main shall be at a manhole.
* 6" clean out at property line and at 4-6" clean out at structure with invert elevations to verify
min 2% slope
* 10' separation from water service.
Storm —
o Storm system(s) with dimensions
Pipe and structures with rim and inverts
o Connections from structures and hard surfaces with inverts to storm system(s)
0
Stormwater Addendum Checklists:
11 #1 or#2 Small or Large Site Checklist
0 #3 SWPPP Drawings and Report
0 #4 Methods for determining Infiltration Rates (not req. if using only dispersion bmps)
0 #5 or #6 depending on bmp (not req if direct discharge or full dispersion)
11 Checklists #7 through #15-must submit specific checklist(s) for the bmp(s) proposed.
Traffic Control Plan
OTHER COMMENTS:
Note: This information should not be used as a substitute for City codes and regulations. The Edmonds City
Code (ECC) may be viewed at http://vvww.c2depublishing.com/WA/Edmonds/. The applicant is
responsible for ensuring compliance with the fees and regulations that are applicable at the time of submittal.
If you have a specific question about a certain aspect of your project, please contact the Engineering Division
at 223.5th Ave N, (425) 771-0220. Please note that other local, state, and/or federal permits or approvals may
hp rpnijirad.
Building Permit Completeness Check - Engineering Division Page 2 of 2
PLANNING DIVISION J
The Planning Division has noted the following deficiencies in the permit application. The
applicant shall address each item identified prior to building permit application acceptance.
ir��Y 0 Height Calculations
k , d.,Q
le%ow" o Height Calculations: See handout #1341 — Height Calculation Info rmation for details
5 4 / .0 IU 9 4
on how to provide height calculations. NOT 0OA-X-"-7_ Ic
,4,7- _�kf IL ) f q (OA1ViX -�, " i ':-- A 7 &P Li- 6 /1L 5 er r e, H r /Z C-C 7,1 ,- e, t e�-
• Datum Point: Please identify a datum point on the site plan and elevation of the
datum point. The datum point should be something permanent such as a water
meter. The datum point is used to verify height during the height inspection.
• Elevation Views: Please identif(�a 'agp ggrade),maximurn allowable height and
@ctual heigh on one of the elevation -views.
0�Setbacks: Show required zoning setbacks on the site plan and provide measurements
from all structures to the property lines.
V
0 Coverage Calculations: Provide coverage calculations. Coverage means the total ground
coverage of all buildings or structures on a site measured from the outside of external
walls or supporting members or from a point two and one-half feet in from the outside
edge of a cantilevered roof, whichever covers the greatest area.
06�—Critical Area Determination: There has not been a critical area determination on the
subject property or the existing determination is older than five years. See handout
#1320 — Critical Areas Checklist.
ddCe r_ 4974VE5 / O'� 7Z) 5C .7 JC4'r-tc- 04 All �%-d '�_ 6 e�-
/0 0 A C T HY4,#— r4lt cK -
9
.0-M
9A 711
Note: This information should not be used as a substitute for City codes and regulations. The Edmonds
City (ECC) may be viewed at htti)://Nvww.codepublishing.com/WA/Edmonds/. The applicant is
responsible for ensuring compliance with the fees and regulations that are applicable at the time of
submittal. If you have a specific question about a certain aspect of your project, please contact the
Engineering Division at 121 5th Ave N, (425) 771-0220. Please note that other local, state, and/or federal
Dermits; or aonrovals mav be reauired-
FR-t j -n -ni -mr-.n-i v —m —in —m - - - I
PERM
W
W"
Proj
Addi
The Building Division has noted the following required items missing from the permit
application. The applicant shall address each item identified prior to building permit
application acceptance.
Commercial Projects:
Plans:
El Plans scaled & legible
El Stamped and Signed by architect where applicable
El Code summary, including
• Allowable Area calculations
• Type of Construction
• Occupancy group(s)
• Occupant Load calculations
• Fire Sprinklers indicated if required
o, Other
11 Foundation plans
El Floor plans
El Elevation views
El Fire rated construction — callouts and details
El Door and Window schedules
El Structural drawings
11 Energy Code compliance shown on plans
El Other
Reports and Forms,
0 Soils report
0 Structural Calculations
0 WA State Energy Code forms for Envelope, Lighting
0 Envelope Plans and Documents (for Condos)
0 Other
Reviewer Initials
BuikUng Permit Completeness Check — Ruil&ng DivWon Paze I of'2
0- 1
LUILDING DIVISION
B
Residential Proiects:
Plans:
�ans scaled & legible
Stlampecl and signed by2=2to"where applicable
W-Founclation plans and details
W'**'Floor plans and details
VU""Elevation views
Typical bearing wall and roof section view
11
V0 ire rated construction —callouts and details Q4,J %.(J 4-a L., o,.,, 4L, fL,, s -N-/
structural drawings and details
0 Other
Reports and Forms:
P""Structural calculations where required
Ui-15oils report
F,oKiEnergy Code compliance shown on plans
R"O' t h e r
OTHER COMMENTS:
Act) L)
V 41
Z�!�VrCAMGIO'N k As
U+t1tk-' 'S" Vve-
i � - -I.- - �-
—[�JT- 61f
A N �--
C -6fxnk'L- C"\A,
*Fell
Reviewer Initials
Note: This information should not be used as a substitute for City codes and regulations. The Edmonds
City Code (ECC) may be viewed at hiip://www.codepublishiniz.com/WA/Edmonds/. The applicant is
responsible for ensuring compliance with the fees and regulations that are applicable at the time of
submittal. If you have a specific question about a certain aspect of your project, please contact the
Engineering Division at 121 5th Ave N, (42S) 771-0220. Please note that other local, state, and/or federal
oermits or aDK)rovals mav be reauired.
Building Permit Completeneys Check - Building Diwsion I>— ') -f"?
Zhao Single Family Residence
228 Sunset Ave N,, Edmonds WA 98020
Technical Information Report - Drainage Report
COM, PLIES WITH APPLICABLE
CITY STORMWATER CODE
. 10/24/19
Prepared by:
Jie Sheng, PE, LEED Green Associate
SH Fine Consulting
May 28, 2018
Revised October 5, 2019
Revised October 24, 2019
R R U FS
OCT 2 5 20ig
BUILDNG MPARTMENT
CrTY OF EMAONDS
Ja(eba"\0111w0wo
Tables of Contents
1. Introduction 3
Figure 1 -1: Project Site Area 3
2. Existing Conditions 3
3. Proposed Conditions 4
Table 1 -1: Project Impervious Areas 4
4. Proposed Drainage 4
Minimum Requirement #1: Preparation of Stormwater Site Plans 4
Minimum Requirement #2: Construction Stormwater Pollution Prevention 4
Minimum Requirement #3- Source Control of Pollution 4
Minimum Requirement #4: Preservation of Natural Drainage Systems/Outf ails 4
Minimum Requirement #5: Onsite Stormwater Management 5
Appendix A- Site and Drainage Plans 7
Appendix B: Minimum Requirements 8
Appendix C- Onsite Stormwater Management BMP Selection 9
Appendix D: Infiltration Testing 10
4
1. Introduction
This report analyzes storm drainage control measures for the City of Edmonds single family residence.
The project site consists of a single, rectangular parcel located at 228 Sunset Ave N, Edmonds, WA,
98020. The parcel is 7,195 square feet in size, and bounded by Sunset Ave N to the west, Edmonds St to
the north and private single family parcels to the south and east. There is an existing single family
residence and carport that will be demolished. The proposed development consists of a new single family
residence.
Figure 1-1: Project Site Area
2. Existing Conditions
The site is relatively flat with no significant slopes. There is an existing single family residence, a
detached carport and a small concrete walkway that will all be demolished. Current storm water runoff
from the roofs are discharged to the surface via downspouts. Existing driveway and walkway runoff sheet
flows to the existing surrounding lawn. There is no evidence of downstream flooding and no drainage
complaints related to this parcel. There are no known critical areas onsite or adjacent to the site. The
adjacent parcel to the north contains a single family residence whose roof encroaches onto the project site.
Approximately 285 SF of the neighboring residence encroaches onto the project parcel. Refer to the Site
Plan in Appendix A. Runoff from the alley currently sheet flows northeast to southwest along the length
of the alley road due to the existing grading of the road. This project is not anticipated to impact flows to
or from the alley.
3. Proposed Conditions
The proposed development includes the demolition of the existing structures, and the construction of a
new single family residence, walkway and driveway. Refer to Appendix A for the proposed Site Plan.
Refer to Table I -I below for proposed hard areas.
Lot Size Proposed SFR Uncovered Proposed Proposed
footprint* , Patio Driveway Walkway
7,195 SF 2,697 SF 84 SF 1,002 SF 111 SF
Table I - 1: Project Impervious Areas
Total PGIS
1,113 SF
*The Proposed SFR Footprint is the roof overhang area and includes the porch, and portions of the patios
that are covered under the proposed roof. A portions of the patios that extend beyond the roof and is
accounted for in its own column and is not included in the roof area.
Infiltration testing shows this site is suitable for infiltration. Refer to Appendix D for the infiltration test
results and procedures. Infiltration BMPs are proposed for this site. Evaluation of all stormwater
management BMPs and proposed infiltration facilities are discussed in further detail below. Refer to
Appendix A for the proposed drainage plan.
4. Proposed Drainage
Drainage analysis for this site was done per the 2012 Stormwater Management Manual for Western
Washington with December 2014 Amendments (2014 SWMMWW) and the City of Edmonds 2017
Stormwater Code and Reference Documents. Per Section 18.30.060, this project is a Category I and shall
comply with Minimum Requirements #1 through #5. Refer to Appendix C for appropriate City of
Edmonds Addendum Checklists.
Minimum Requirement #1: Preparation of Stormwater Site Plans
Storinwater site plans have been prepared for this proposed development and are attached in Appendix A.
Minimum Requirement #2: Construction Stormwater Pollution Prevention
A Construction Stormwater Pollution Prevention Plan (SVV'PPP) has been prepared as part of the
Stormwater Site Plan. The SWPPP narrative and drawings are submitted separately.
Minimum Requirement #3: Source Control of Pollution
Source pollutants are not anticipated at this project site.
Minimum Requirement #4: Preservation of Natural Drainage System s/Outfalls
The existing residence does not appear to be connected to the public storm system. Runoff from the roofs
is currently discharged to the surface of the lot via downspouts. There is no evidence of downstrearn
flooding from site visit, and no drainage complaints associated with the parcel.
The proposed stormwater management is designed to infiltration stormwater onsite. No stormwater is
anticipated to leave the project site. Refer to Minimum Requirement #5 for proposed BMPs.
Minimum Requirement #5: Onsite Stormwater Management
Onsite stormwater management BMPs from ECDC 18.30.060D.5.d List #1 are considered below.
Lawn and Landscaped Areas:
All disturbed lawn and landscaped areas shall be restored to Post -Construction Soil Quality and Depth in
accordance with BMP T5.13 in Chapter 5 of Volume V of the DOE Manual and City of Edmonds
Stormwater Code Addendum Checklist 7. Refer Appendix C.
Roofs:
The following onsite stormwater management BMPs are considered for all future proposed roof areas, in
order:
1. Full dispersion is not feasible due to lack of native vegetation, and lack of 100-ft minimum flow path.
Footprints of future housing has not been determine, but will likely make it infeasible to preserve the
required 65% of the site in a forested or native condition.
2. Downspout full infiltration systems are not feasible due to groundwater within the first 8 to 36-inches.
Refer to Appendix D for soil test pit locations and results. Onsite soil testing was done in accordance
with City of Edmonds Sub Surface Infiltration Test methods.
3. Rain gardens and bioretention is also not feasible as we do not have the minimum separation from the
bottom of the cell to the water table.
4. Downspout dispersion systems are not feasible due to lack of minimum required flow path.
5. Perforated stub -out connections are also not feasible as we cannot meet the minimum separation from
the bottom of the trench to the high water table.
6. Detention pipes in accordance with the Edmonds Stormwater Addendum are proposed for this
project.
Total proposed roof area: 2,697 SF
Per City of Edmonds Stormwater Addendum, for detention vaults or pipes with contributing areas greater
than or equal to 1,000 square feet, the following sizes will apply:
Orifice size: 0.5 inches
36-inch pipe: L = 0.008*A = 0.008*207 = 21.576-ft
Other Hard Surfaces:
The following onsite stormwater management BMPs are considered for the proposed driveway, walkway
and patios, in order:
1. Full dispersion is not feasible due to lack of native vegetation, and lack of I 00-ft minimum flow path.
2. Permeable pavement is not feasible due to high water table.
3. Sheet flow dispersion is not feasible due to lack of minimum required flow path length.
4. Detention pipes in accordance with the Edmonds Stormwater Addendum are proposed for this
project.
Orifice size: 0.5 inches
36-inch pipe: L = 0.008* 1,002 = 8.016-ft
The total required length for a 36-inch diameter detention pipe is (21.576 + 8.016) = 29.592-ft
Design length: 30-ft
Detention pipes are proposed and shall be tight -lined to a flow -control structure before it outlets into the
City of Edmonds MS4 curb and gutter system along Sunset Ave. Refer to Appendix A for Drainage Plans
and Details.
The existing curb along Sunset Ave is 4-inches tall. An Amerimax Stealthflow (D product (or equivalent) is proposed
to run underneath the sidewalk, connecting the detention facility to the outlet in the gutter along Sunset Ave. Its low
profile will allow outlet into the gutter with a 4-inch tall curb without damaging the stability and longevity of the
curb and sidewalk. Refer to Appendix A for specifications. The designed slope of the pipes from the detention
system to the outlet will prevent back flow from the gutter system along Sunset Ave into the detention system.
Refer to the drainage plans and details in Appendix A.
Appendix A: Site and Drainage Plans
Appendix B: Minimum Requirements
Does the project result in 2,000 square feet, or more, of new plus replaced hard surface area?
OR
Does the land disturbing activity total 7,000 square feet or greater?
No
Minimum Requirements #1 through #5 IF
apply to the new and replaced hard Minimum Requirement #2 applies.
surfaces and the land disturbed.
Next Ouestion
Does the project add 5,000 square feet or more of new hard surfaces?
OR
Convert �/4acres or more of vegetation to lawn or landscaped areas?
OR
Convert 2.5 acres or more of native vegetation to pasture?
Yes �� I No
All Minimum Requirements apply Next Question Is this a road
to the new hard surfaces and the 10 related project? No
0
converted vegetation areas.
Yes
Does the project add 5,000 square feet or more of new hard surfaces?
V Yes IF
4 No Is the total of new plus replaced hard surfaces
Do the new hard IF 51000 square feet or more,
surfaces add 50% or No No addition No AND
more to the existing requirements. es the value of the proposed improvements
hard surfaces within - including interior improvements - exceed
the project limits? 50% of the assessed value (or replacement
I value) of the existing site improvements?
Yes
11111111111111b
DEPARTMENT OF
ECOLOGY
State of Washington
All Minimum Requirements apply to the new and replaced
hard surfaces and converted vegetation areas.
Yes
Figure 1-2.4.2
Flow Chart for Determining Requirements for
Redevelopment
Revised June 2015
Please see http://Www.ecy.wa.govlcopyright.html for copyright notice including permissions,
limitation of liability, and disclaimer.
Appendix C: Onsite Stormwater Management BMP
Selection
I
AV
TOP SLAB /il
120-x24" OR
4 - 2 DIA
12- (TYP)
48", 54", 60", 72" OR 96"
POLYPROPYLENE
SAFETY STEP
12- O.C. (TYP)
(SEE NOTE 6)
RING AND COVER PER COE STD DTL
GU-420
FOR CURB AND SPLASH LINE ONLY:
FRAME AND GRATE PER COE STID
DTL SD-320 SERIES
6" MAX
""-STEPS OR LADDER
ORIENT SO THAT THEY
ARE NOT ABOVE PIPE
SAND COLLAR OR
KOR-N-SEAL AROUND
PIPE
PRECAST BASE AND
INTEGRAL RISER
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX
HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96"
CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB.
5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423.
REVISION DATE
CATCH BASIN, TYPE 11 OCTOBER 2018
CITY OF EDMONDS 48 11 1 54 60
PUBLIC WORKS 72 & 96 99 STANDARD
DEPARTMENT T I L
DETAIL
_3 00
APPROVED BY: R. ENGLISH S tD- 3 0 0
ELEVATION VIEW
OVERFLOW
0.5' MIN.
-Iww
EE SD-301
EAR -
ER
T
GAT ER
STAN'DA
BOLT LOCKING RING & COVER
MAX.
DESIGN
WSE
ACCESS -
2'
(SEE PLAN
MAX.
VIEW)
0.005 FT
FT
FINISHED GRADE
AIR VENT
AT CROWN
2" MIN. DIA.
I
I a;m.
(S LE NOTE 2
2'
CROWN OF INLET PIPES
PIPES TO BE AT OR
ABOVE MAX. WSE
`11\_24" MIN. DIA. 24" MIN. DIA.
TYPE 2 CONNECTOR CONNECTOR
CATCH PIPE PIPE
BASIN 101,
DIA. �l 45L MAX. LENGTH SPILL CONTROL SEPARATOR, VERTICLE\�,
W/ STUB END & VENT RISER SECTION SHALL BE ALIGNED PLUMB
FLOW RESTRICTOR, VERTICLE RISER SECTION SHALL VERTICALLY. HORIZONTAL SECTION SHALL
BE ALIGNED PLUMB VERTICALLY. HORIZONTAL MATCH OUTLET PIPE SLOPE.
SECTION SHALL MATCH OUTLET PIPE SLOPE. -PLAN VIEW
ACCESS RISERS, CORRUGATED -
METAL MANHOLE PER STANDARDS,
WITH LADDERS (MIN. 2 PER
PARALLEL PIPE)
CONTROL
"L
STRUCTURE 2 MIN.
OUTLET
PIPE
F V
LOW
OPTIONAL
PARALLEL
PIPE
ACCESS RISER, CORRUGATED ",
METAL MANHOLE PER STANDARDS
WITH LADDER (SEE NOTES 5 AND 6).
FLOW
`4-SAND
COLLAR
OR KOR-
N-SEAL
BOOT
(TYPICAL)
'--TYPE 2
CATCH
BASIN,
48"6*� DIA.
MIN.
SEE STANDARD
DETAIL D-46 FOR
UNDERDRAINS
24" MIN. DIAMETER
CONNECTOR PIPE
INLET
PIPE'S
SPILL CONTROL
SEPARATOR
NOTES: I I
1. NEOPRENE CASKETS REQUIRED AT ALL CMP AND CPE PIPE JOINTS.
2. 36" MINIMUM PIPE DIAMETER. PROVIDE TYPE 2 CATCH BASIN AT EACH END OF PIPE (MAXIMUM SPACING
SHALL BE 50 FEET).
3. ALL METAL PARTS AND SURFACES SHALL BE CORROSION RESISTANT. STEEL HARDWARE SHALL BE GALVANIZED.
PIPE SHALL BE GALVANIZED, ASPHALT COATED (TREATMENT 1) OR ALUMINIZED. COMPLETE CORROSION
PROTECTION MUST BE ASSURED.
4. CAPACITY OF OUTLET PIPE MUST BE EQUAL TO OR GREATER THAN ALL INLET PIPES COMBINED.
5. ACCESS RISERS REQUIRED CENTERED OVER EVERY 50' OF DETENTION PIPE WHEN TYPE 2 CATCH BASINS
ARE PROVIDED ON EACH END, OR AT EITHER END OF A 50' LONG PARALLEL PIPE AS SHOWN ABOVE.
ADDITIONAL ACCESSES ARE REQUIRED FOR EVERY 50 ADDITIONAL FEET OF DETENTION PIPE. SEE STANDARD
DETAIL D-51 FOR ACCESS MANHOLE.
6. IN AREAS WITH VEHICULAR TRAFFIC, PROVIDE TRAFFIC BEARING ACCESS (HS-20) OVER CORRUGATED METAL
MANHOLE, PER STANDARD DETAIL D-51. D-25A
7. BEDDING SHALL BE IN ACCORDANCE WITH DETAIL E) 46 "FLEXIBLE PIPE BENDING".
8. PENETRATE CARRIER PIPE THROUGH VAULT WALL.
9. USE APPROVED WATERTIGHT STRUCTURE ADAPTOR.
10. SLIP SMOOTH -BORE HORIZONTAL LEG OF
FLOW CONTROL TEE INSIDE CARRIER PIPE.
11. NO FLOW CONTROL JOINT OUTSIDE OF City of STORM AND SURFAC
STRUCTURE. WATIR UTILITY
12. PRIOR TO STARTUP, DETENTION PIPE SHALL Bellevue
PASS LEAK TEST - 2IZiIZ SE�T=l D;-QC;_4
JANUARY 2018 NO SCALE
SEE NOTE 1 RIGID PIPE BEDDING
COMPACTED TRENCH BACKFILL (COMPACTED DENSITY
PERCENTAGE PER STANDARD DETAIL D-25).
z
0
N ING LINE
FL COMPACTED G GRAVEL PER SECTION 9-03.12(3),
"GRAVEL BACKFILL F ZONE BEDDING", OF THE
4" WSDOT STANDARD SPECIFICA
FOUNDATION MATERIAL, IF REQUIRED (SEE NO
SEE NOTE 1
FLEXIBLE PIPE BEDDING
r12 COMPACTED TRENCH BACKFILL (COMPACTED DENSITY
z 6" 1-� PERCENTAGE PER STANDARD DETAIL D-25).
0
COMPACTED BEDDING GRAVEL PER SECTION 9-03-12(3),
"GRAVEL BACKFILL FOR PIPE ZONE BEDDING", OF THE
WSDOT STANDARD SPECIFICATION.
� - K7.
4"
PVC PIPE
FOUNDATION MATERIAL, IF REQUIRED (SEE NOTE 2).
SEE NOTE 1---U CONCRETE ENCASEMENT
I
Li
.1-1
0
N
L'i
a-
a-
4"
I,*-- SEE NOT E 1---�
Lj
z 6"
2000 P.S.I. MECHANICALLY MIXED CONCRETE (SEE NOTE 3)
FOUNDATION MATERIAL, IF REQUIRED (SEE NOTE 2).
DETENTION PIPES WITH UNDERDRAINS
COMPACTED TRENCH BACKFILL (COMPACTED DENSITY
PERCENTAGE PER STANDARD DETAIL D-25).
G 0 IL W
"Z�
EO ILE WRAP AROUND GRAVEL BACKFILL.
PROVIDE MIN. OVERLAP AT SEAMS.
1" WASHED R',qCK M BOTTOM OF UNDERDRAIN PIPE TO
CROWN OF DE rENTION
K
EN T N
M B 0 F U NDERDRAIN PIPE To
UNDERDRAIN PIPE (TYP.) 6" MI RF. PER STANDARDS
(SEE NOTE 5).
FOUNDATION MATERIAL, IF REQUIRED (SEE NO
PERMEABLE GEOTEXTILE WRAP.
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE ZONE: — 36" FOR PIPE UP TO AND INCL. 18" NOMINAL DIAMETER.
— NOMINAL DIAMETER PLUS 18" FOR PIPE LARGER THAN 18" NOMINAL DIAMETER.
2. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL PER SECTION
9-03.17, FOUNDATION MATERIAL, CLASS A OR B, OF THE WSDOT
STANDARD SPECIFICATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANCHORING PIPE TO PREVENT FLOTATION City of STORM AND SURFACE
DURING CONCRETE PLACEMENT.
WATER UTILITY
4. COMPACTED CRUSHED SURFACING PER SECTION Bel evue
9-03.9(3), "CRUSHED SURFACING", OF THE
WSDOT STANDARD SPECIFICATIONS CAN ALSO
BE USED AS PIPE ZONE BEDDING. TITLE
5. PROVIDE CLEANOUTS ON UNDERDRAIN PIPE,
EVERY 100 FEET, AND AT BENDS OR PIPE ZONE BEDDING
JUNCTIONS.
PANUARY 2018 NO SCALE, NO.
FLOW CONTROL 4.5"
STRUCTURE —'4 PVC PIPE*
NON —SHRINK GROUT
X
r
CONTROL DEVICE
l'—O" MAX
ASSEMBLY TO BE
COUPLING PV PIPE REMOVABLE FROM
(OPTIONAL) ST B* INSIDE THE FCS
SET SCREW TO
PREVENT ROTATION
INVERT*
:z X
CASKET (TYP) <
PVC PIPE M :2
CROSS* �
PVC ADAPTER* W/
DOUBLE GASKET
AND ADHESIVE
BONDED SAND FINISH
V_r 1 10 LAW '7" 1 AM^
VN F_ F-F\ v . (L DRILLED ORIFICE
CAULK SPACE BETWEEN J IN PVC INSIDE
PVC ADAPTER AND PIPE STUB CONNECTION & CAP PLUG
ORZCE 0.5"
CONTROL DEVICE DIAM-ETER_* ORIFICE
DETAIL A DIA.
CONNECTION AND 0* LADDER OR HAND HOLDS
CONTROL DEVICE _�\
,,:�POLYPROPYLENE
(SEE DETAIL A)
OUTLET PIPE
(I- — — i
ALLOWABLE OUTLET LOCATION -
(180' to 315')
FINISHED GRADE
OVERFLOW ELIEV*
SUPPORT (2 REQ'D)
CONTROL DEVICE
SEE DETAIL A
CATCH BASIN TYPE 11
PER COE STD DTL
SD-300
11
DETENTION PIPE
ENGTH, DIAMETER,
MATERIAL TYPE)*
FLOW CONTROL STRUCTURE
SHOWN WZ TYPE 2 CATCH BASIN
(DETAILS A & B SHALL APPLY TO ALL DESIGNS
NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY)
EL*
PVC P I
SPOOL*
r- ELBOW*
DRILLED -J
ORIFICE
DIA*
PVC INSIDE
CAP PLUG*
CINCH
ANCHOR
- WIRE
ROPE
CUP
(SS)
q
DEFORMED
3/8- STEEL
ROD (SS OR
ALUMINUM)
LENGTH TO FIT
PVC PIPE
CROSS
')KIT001
�"T`RU"CT_URE
PIPE SUPPORT
DETAIL 8
INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE.
PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY.
REVISION DATE
Ev' S' ON DATE
FLOW CONTROL JANUARY 2018
CITY OF EDMONDS STRUCTURE
PUBLIC WORKS (FCS) STANDARD
DEPARTMENT TI L
D ETAI L
S _ 0 1
APPROVED BY: R. ENGLISH SD-301
PRECAST CONCRETE TOP SLAB FOR
84" CATCH BASIN (100" DIAMETER).
PLACE CEMENT MORTAR SEAL I
TOP SLAB AND CORRUGATED IV
CORRUGATED METAL MANI
PER STANDARD DETAIL D-
NOTES:
1. TOP SLAB SHALL BE RATED FOR HS-2D LOADING.
2. APPLY NON -SHRINK GROUT TO INSIDE AND
OUTSIDE OF ALL JOINTS, RINGS, RISERS AND
FRAMES.
3. LADDER SHALL BE WELDED TO INSIDE OF
MANHOLE. FIELD APPLY ASPHALT COATING
TO WELDS.
ECCENTRIC SECTION
DIA. CORRUGATED MANHOLE
OFFSET ACCESS OPENING
AS SHOWN. LOCATE OVER
ACCESS LADDER.
� , 11 - - . _
MINU /All4u t�uvt_m
ADJUSTMENT RINGS
CRUSHED SURFACING
TOP COURSE PER WSDOT
STD. SPEC. 9-03.9(3).
COMPACT TO 95% MAX.
DENSITY PER ASTM D1557.
JANUARY 2018
NO SCALE
Appendix D: Infiltration Testing
11. 43'
J OF EDMONDS
VOL 1 PG 26
BLOCK 11
LOT
9
p
IL
chl)
�3)
10
'®r
00-
-46--96' 4-4—
�1-3,0 V
GRASS
4-6 —
EX
AREA
6217 SQ. Fr.
:24"
TEST
HOLE #2
T
5.50'
LINE
.0.il 5.00
t
SIDE
-PER:)ETUAL
HOUSE
#228
5.41'
3.3'
EAVES
EA%
c ----
GRASS
cn (o
LOT
8_ kb
w
S
T
C
C
0
7�`�
—0
GRASS
SET 1/2" REBAR
GARAGE
2' OFFSET EXT.
GRAV.
W/WASHER LS29539
.98,
0 0,
,A
I
Ln
7
s
1%
s
J��LEY WAY�)k
TEST
LOT
A
LOT
HOLE #1
Infiltration test: 25-Mar-18
clear sky, had rains in past two days, soil was saturated
#1 hole - in the back of lot, 17"x14" and TY deep,
0-17" black top soil
1711-3911 mediam course to fine sand with gravel,
standing water at the bottom on March 24, 2018
filled the hole with water in afternoon on March 24, 2018
water table time rate
(inch) (minutes) (in/min)
16 0.00
15.325 15.00 0.045
14.75 30.00 0.038
14.5 41.00 0.023
Average: 0.037
1 -4*4
Infiltration test: 25-Mar-18
clear sky, had rains in past two days, soil was saturated
#2 hole - at the front of lot, 17N14" and TO" deep,
0-811 black top soil
8'f-3611 mediam course to fine sand with gravel,
standing water at the bottom
filled the hole with water in afternoon on March 24, 2018
water table time rate
(inch) (minutes) (in/min)
10 0.00
9 5.00 0.200
8.5 10.00 0.100
8.25 15.00 0.050
7.25 30.00 0.067
Average: 0.092
�" .. I I I, I. -A W
4,
t
CITY copy APR 0 2 2019
BUILDING
CRITICAL AREAS AND GEOTECHNICAL REPORT
PROPOSED SINGLE-FAMILY RESIDENCE
228 SUNSET AVENUE NORTH
EDMONDS, WASHINGTON
PpxpARED FoR
Mr. HANYUAN ZHAO
PREPARED BY
CASCADE GEOTECHNW
4957 LAKEMONT BLVD SE, C-4, #325
BELLEVUE, WA 98006
(206) 491-0081
PROJECTNo. 2018-003
May 21, 2018
&DQot4-o&(Qo
CASCADE GROUP INT. LLC
DBA CASCADE GEOTEcHNW
4957 Lakemont Blvd SE, C-4, #325
Bellevue, WA 98006
(206)491-0081
May 21, 2018
Project No. 2018-003
Mr. Hanyuan Zhao
228 Sunset Avenue N
Edmonds, WA 98020
Subject: CriCcal Area and Geotechnical Report
Proposed Single -Family Residence
228 Sunset North, Edmonds, Washington
Dear Mr. Zhao,
As requested, Cascade GeotechNW LLC has performed a geotechnical engineering study for the
above -referenced project. The scope of our work included reviewing available existing geologic
and geotechnical data in the site vicinity, drilling two test borings, and developing geotechnical
engineering recommendations for the design of the proposed project.
Based on the results of the field exploration, the subsurface soils at the site generally consisted of
loose fill to about 3 feet overlying dense to very dense glacial till -like deposits. Groundwater was
not encountered within the drilling depths during drilling.
In our opinion, the proposed development is feasible from a geotechnical standpoint. Based on
the soil conditions at the site, in our opinion, the proposed single-family building may be
supported by conventional footings. Temporary excavations may be sloped as steep as I H:lV.
Cascade GeotechNW appreciates the opportunity to be of service to you for this project. Please
contact us at if you have any questions or we can be of further assistance.
Respectfully submitted,
Michael Xue, P.E.
Principal Geotechnical Engineer
Encl.: Critical Area and Geotechnical Report
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
TABLE OF CONTENTS
1.0 INTRODUCTION ................................................................................................................... 1
2.0 SITE AND PROJECT DESCRIPTION ................................................................................ 1
3.0 PROJECT SCOPE ..................................................................... ............................................ 2
4.0 SITE GEOLOGY AND SUBSURFACE CONDITIONS .................................................... 3
4.1 SITE GEOLOGY ....................................................................................................................... 3
4.2 SOIL CONDITIONS ................................................................................................................... 3
4.3 GROUNDWATER CONDITIONS ................................................................................................. 3
5.0 CRITICAL AREAS REPORT AND GEOLOGY HAZARDS ASSESSMENT .............. 4
5.1 CRITICAL AREAS REPORT (ECDC 23.40.90) ......................................................................... 4
5.2 CRITICAL AREAS REPORT (ECDC 23.40.90) ......................................................................... 4
6.0 DISCUSSION AND RECOMMENDATIONS ....................................... . ............................ 6
6.1 GENERAL ............................................................................................................................... 6
6.2 SEIsmic DESIGN PARAMETERS ............................................................................................... 6
6.3 GENERAL EARTHwoRK RECOMMENDATIONS ........................................................................ 7
6.4 BUILDING FOUNDATIONS ....................................................................................................... 9
6.5 SLAB -ON -GRADE .................................................................................................................. 11
6.6 RETAINING WALL DESIGN PARAMETERS ............................................................................. 11
6.7 WET WEATHER CONSTRUCTION .......................................................................................... 13
6.8 SURFACE DRAINAGE AND EROSION CONTROL ..................................................................... 14
7.0 ADDITIONAL GEOTECHNICAL SERVICES ............................................................... 15
8.0 LIMITATIONS ..................................................................................................................... 15
9.0 REFERENCES ........................................................................................... ........................... 18
Figures
Vicinity Map
Site and Exploration Plan
Aippendij
Appendix A Field Exploration
Logs of Test Borings B-1 and B-2
Figure I
Figure 2
2018-003 228 Sunset Avenue N Geotech Rpt ii CASCADE GEOTECHNW
CRITICAL AREA AND GEOTECHNICAL REPORT
PROPOSED SINGLE-FAMILY RESIDENCE
228 SUNSET AVENUE NORTH
EDMONDS, WASHINGTON
1.0 INTRODUCTION
This report presents the results of our geotechnical engineering study for the proposed
development at the above -referenced site. The purpose of our work was to evaluate the
subsurface conditions at the site, evaluate the potential geologic hazards, and provide
geotechnical recommendations regarding earthwork, foundation design, concrete slabs, and
retaining walls for the proposed development. Authorization to conduct the geotechnical
engineering study was provided by Mr. Zhao on April 23, 2018.
2.0 SITE AND PROJECT DESCRIPTION
The subject property is an approximately 5,635 square foot lot located at 228 Sunset
Avenue North in Edmonds, Washington (see Figure 1, Vicinity Map). The subject
property is roughly rectangular in shape, and is bordered to the west by Sunset Avenue N,
to the east by an alley, and to the north and south by existing single-family buildings (see
Figure 2). The site is currently occupied by an existing 1.5-story single-family residence
and a detached garage. Based on review of City of Edmonds GIS map and our site
observations, the site gently slopes down from east to west with an average gradient of
about 5 percent.
Based on the information provided to us, we understand that you plan to remove the
existing house and garage, and to construct a new single-family residence at the site.
Based on review of the preliminary design plans, the proposed single-family will be a
two-story wood frame structure with a combination of crawl spaces and slab on grade
construction. We anticipate that temporary excavations will be on the order of 3 to 4 feet
for the foundation construction.
Based on City of Edmonds GIS map, the site is mapped with seismic and erosion
hazards. As such, a geotechnical report will be required as part of the building permit
application to evaluate the geologic hazards at the site and their potential impacts to the
proposed construction.
. 2018-003 228 Sunset Avenue N Geotech Rpt Page I Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
The conclusions and recommendations outlined in this report are based on our
understanding of the proposed development, which is in turn based on the project
information provided. If the above project description is incorrect, or the project
inforination changes, we should be consulted to review the recommendations contained
in this study and make modifications, if needed.
3.0 PROJECT SCOPE
The purpose of our geotechnical engineering study for the proposed development is to
characterize subsurface conditions at the project site. The subsurface information obtained
was used to develop geotechnical engineering recommendations pertinent to the design and
construction of the subject project. The scope of our work for this project included the
following tasks and work efforts:
1. Conducted a site reconnaissance to observe the existing site conditions, and to
identify site conditions that may impact the proposed development from a
geotechnical standpoint.
2. Reviewed readily available geologic and geotechnical data for the project area to
supplement the subsurface information obtained in our borings.
3. Drilled two (2) test borings to evaluate the general subsurface conditions for the
proposed development. The test borings were drilled with a portable drill rig to
about 6 feet below the existing grade.
4. Performed engineering analyses to develop engineering recommendations
pertinent to the proposed development.
5. Preparation of a critical area and geotechnical report summarizing our work on the
project and presenting our findings and geotechnical recommendations.
Detailed descriptions and boring logs of the field exploration are presented in Appendix
A of this report.
It should be noted that our scope of work does not include an evaluation of chemical
properties of soil and groundwater. Our scope also does not include evaluation of
stormwater infiltration.
2018-003 228 Sunset Avenue N Geotech Rpt Page 2 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
4.0 SITE GEOLOGY AND SUBSURFACE CONDITIONS
4.1 SITE GEOLOGY
Based on a review of the Composite Geologic Map of the Sno-King Area (Booth, et al.
2004) the primary geologic unit in the site vicinity is Pre -Fraser Deposit (Map Unit Qpf).
Pre -Fraser Deposit (Qpf) generally consists of interbedded sand, gravel, silt and diamicts
that were overridden by Fraser -age glaciations, and are typically very dense or hard in its
undisturbed condition.
4.2 SOIL CONDITIONS
A total of two (2) test borings were drilled to explore the subsurface conditions at the site.
The soils observed in the test borings generally consisted of a layer of fill and overlying
dense to very dense glacial soils. The subsurface conditions encountered in the borings
are generally consistent with the mapped geology at the site. The following is a brief
description of the soils encountered in the borings drilled at the site. Please refer to the
summary boring logs in Appendix A for additional details.
Unit I - Fill: Fill was encountered in both borings to about 3 feet below the
surface. The fill generally consisted of loose, moist, sand with silt to silty sand
with some gravel.
Unit 2 — Pre -Fraser Deposit: Below fill, both borings encountered dense to very
dense, silty to slightly silty sand with gravel that extended to the bottom of the
borings at about 6 feet below the surface. We interpret this unit as mapped Pre -
Fraser Deposit.
4.3 GROUNDWATER CONDITIONS
Groundwater was not encountered in the borings during drilling. It should be noted that
groundwater elevations and seepage rates are likely to vary depending on the season,
local subsurface conditions, and other factors. Groundwater levels and seepage rates are
normally highest during the winter and early spring.
2018-003 228 Sunset Avenue N Geotech Rpt Page 3 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
5.0 CRITICAL AREAS REPORT AND GEOLOGY HAZARDS ASSESSMENT
5.1 CRITICAL AREAs REPORT (ECDC 23.40.90)
5. 1.1 ECDC 23.40.90 D. I
Applicant: Mr. Hanyuan Zhao, 228 Sunset Avenue N, Edmonds, WA 98020.
5.1.2 ECDC 23.40.90 D.2
a. Site Plan — See attached Figure 1.
b. Stormwater Management Plan — to be submitted by the project civil engineer.
5.1.3 ECDC 23.40.90 D.3
Report prepared by: H. Michael Xue, principal geotechnical engineer with Cascade
GeotechNW LLC.
This report is prepared based on review of available published geologic map, a site
reconnaissance, and soil conditions encountered in the two test borings at the subject
site.
5.1.4 ECDC 23.40.90 D.4 — Geologic Hazards
As part of our study, we conducted a review of potential critical (geologic hazards) areas
at the site and in the vicinity as defined in the Edmonds City Code and Community
Development Code (ECDC). According to City of Edmonds Critical Areas Map, the
western portion of the site is mapped with Seismic Hazards and Erosion Hazards. The
site is not mapped with Landslide Hazard but Landslide Hazard is mapped to the west of
the Sunset Avenue North located to the west of the site.
5.2 CRITICAL AREAs REPORT (ECDC 23.40.90)
5.2.1 ECDC 23.40.90 D.5 — Geologic Hazards Assessment
Landslide Hazard
The site is not mapped as a landslide hazard area. But Landslide Hazard is mapped to
the west of the Sunset Avenue North located to the west of the site. Based on our
2018-003 228 Sunset Avenue N Geotech Rpt Page 4 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
field observations, the site is generally flat. Our field exploration also encountered
dense to very dense soils at about 3 feet.
A site reconnaissance of the subject property was conducted on May 4, 2018. During
our site reconnaissance, we did not observe any obvious signs of site instability.
Based on our field observations, the site topography at the site and vicinity, and the
results of our subsurface explorations, in our opinion, the subject site appears to be
globally stable in its current configuration. In our opinion, the potential risk of
landslide geologic hazard is considered to be low due to the dense to very dense soil
conditions at the shallow depths. Furthermore, it is our opinion that the proposed
development as currently planned is feasible from a geotechnical engineering
standpoint. It is also our opinion that the proposed development as currently planned
will not adversely affect the overall stability of the site or adjacent properties,
provided the recommendations outlined herein are followed and the proposed
development is properly designed and constructed.
Erosion Hazards
Based on the soils encountered in the borings and site topography, the near -surface site
soils will have a low erosion potential. In our opinion, erosion potential at the site, if
any, can be effectively mitigated with the best management practice during construction
and with properly designed and implemented landscaping for permanent erosion
control. During construction, the temporary erosion hazard can be effectively managed
with an appropriate erosion and sediment control plan, including but not limited to
installing silt fence at the construction perimeter, limiting removal of vegetation to the
construction area, placing rocks or hay bales at the disturbed/traffic areas and on the
downhill side of the project, covering stockpile soil or cut slopes with plastic sheets,
constructing a temporary drainage pond to control surface runoff and sediment trap,
placing quarry spalls at the construction entrance, etc. Permanent erosion control
measures should include establishing vegetation, landscape plants, and hardscape
established at the end of project, and reducing surface runoff to the minimum extent
possible.
Seismic Hazard
The western portion of the site is mapped within the seismic hazard areas. City of
Edmonds Community Development Code defines seismic hazard areas as those areas
2018-003 228 Sunset Avenue N Geotech Rpt Page 5 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
subject to risk of damage as a result of earthquake -induced ground shaking, slope
failure, and soil liquefaction or surface faulting. Based on the dense nature of the near -
surface soil (i.e. 3 feet) and lack of defined static groundwater table at shallow depth at
the site, it is our opinion that the potential for soil liquefaction during an IBC -code level
earthquake at the site is considered low. The site is generally flat and is bounded by a
paved roadway to the west. Therefore, it is our opinion that the potential for lateral
spreading and seismic -induced landsliding for the subject site should be minimal. The
subject site is not located in the proximity of any known fault lines, and therefore, the
seismic hazard from fault line rupture should be minimal. In summary, in our opinion,
special design considerations associated with soil liquefaction and seismic -induced
landsliding are not necessary for this project.
5.1.6 ECDC 23.40.90 D. 6 — Critical Areas Mitigations
Based on the results of our evaluation of the geologic hazards, no mitigation is required.
6.0 DISCUSSION AND RECOMMENDATIONS
6.1 GENERAL
Based on the subsurface conditions at the site, it is our opinion that the proposed single-
family residence is feasible from a geotechnical standpoint. Our recommendations for the
seismic design, earthwork, foundations, concrete slabs, and retaining wall are presented
in the following sections.
6.2 SEIsmic DESIGN PARAMETERS
The Table I provides seismic design parameters for the site that are in conformance with
the 2015 edition of the International Building Code (IBC), which specifies a design
earthquake having a 2% probability of occurrence in 50 years (return interval of 2,475
years), and the 2008 USGS seismic hazard maps.
2018-003 228 Sunset Avenue N Geotech Rpt Page 6 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
Table 1 — Summary Seismic Design Parameters per 2015 IBC
Spectral
Spectral
Design Spectral
Site
Acceleration at
Acceleration at
Site Coefficients
Response
Class
0.2 sec. (g)
1.0 sec. (g)
Parameters
SS
SI
F,
F,
SDS
SDI
D
1.271
0.498 J
1.0
1.50
0.848
0.4
6.3 GENERAL EARTHWORK PCECOMMENDATIONS
6.3.1 Site Preparation
Site preparation includes removing the existing house and garage, striping and clearing of
surface vegetation, and excavating to the design subgrade. Site preparation should begin
with the removal of surface vegetation within the proposed improvement areas (i.e.
building pads and driveway areas), and excavating to the design subgrade. Organic rich
topsoil and fill and other deleterious materials, should also be removed as part of
stripping operation. Based on the borings, fill extends to about 3 feet below the existing
grade. All stripped surface materials should be properly disposed off -site or be "wasted" on
site in non-structural landscaping areas.
Following site clearing and excavations, the adequacy of the subgrade where structural fill,
foundations, slabs, or pavements are to be placed should be verified by a representative of
Cascade GeotechNW. The subgrade soil in the improvement areas, if recompacted and still
yielding, should also be over -excavated and replaced with compacted structural fill or
CDF/lean-mix concrete.
6.3.2 Temporary Excavations
in general, we anticipate site excavations to encounter up to 3 feet of fill over dense to
very dense glacial -overridden soils. All temporary excavations should be performed in
accordance with Part N of WAC (Washington Administrative Code) 296-155. The
contractor is responsible for maintaining safe excavation slopes and/or shoring.
Excavations more than a total of 4 feet deep should be properly shored or sloped. For
planning purposes, it is our opinion that temporary excavations may be sloped as steep as
2018-003 228 Sunset Avenue N Geotech Rpt Page 7 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
I H: IV. It should be noted that the glacial till is very dense and excavations of glacial till
will be slow and will require heavy excavation equipment.
The temporary excavations and cut slopes should be re-evaluated by a qualified
geotechnical engineer in the field during construction based on actual observed soil
conditions, and may need to be modified in the wet reasons. The cut slopes should be
covered with plastic sheets in the raining season. We also recommend that heavy
construction equipment, building materials, excavated soil, and vehicular traffic should
not be allowed within a distance equal to 1/3 the slope height from the top of any
excavation.
6.3.3 Material Reuse and Structural Fill Materials
In the context of this report, structural fill is defined as compacted fill placed under
footings, concrete stairs and landings, and slabs, or other load -bearing areas. In our
opinion, the on -site soils are not suitable as structural fill. Structural fill should consist of
imported, well -grade, granular material, such as WSDOT CSBC (WSDOT 9-03.9(3)) or
Gravel Borrow, or approved equivalent. The on -site soils excluding organic -rich soils
may be used as general fill in the landscaping areas. If use of the on -site soil is planned,
the excavated soil should be stockpiled and protected with plastic sheeting to prevent
softening from rainfall in the wet season.
6.3.4 Structural Fill Placement and Compaction Requirements
Structural fills should be placed in thin horizontal lifts not exceeding 10 inches in loose
thickness, moisture conditioned to within about 3 percent of optimum moisture content,
and systematically compacted to meet the following minimum relative densities based on
the maximal dry density as determined using test method ASTM D 1557.
Observations, probing, and soil density tests should be performed during grading
operations to assist the contractor in obtaining the required degree of compaction and the
proper moisture content on each fill lift. Where compaction is less than required,
additional compactive effort should be applied with adjustment of moisture content as
necessary, to obtain the specified compaction.
2018-003 228 Sunset Avenue N Geotecb Rpt Page 8 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
Table 2 — Structural Fill Compaction Requirements
Application
Percentage
Beneath conventional strip & column footings, patios,
95%
porches, and slab -on -grade floors
Beneath roadways, driveways, pavement areas,
95% for the top 12 inches
sidewalks and backfill behind retaining & basement
and 90-95% below 12 inches
walls (required for backfill next to vertical drain mats).
6.3.5 Permanent Cut and Fill Slopes
Permanent cut and fill slopes should be graded no steeper than 2H: IV. Erosion control
measures such as erosion -control mats and/or vegetation should be applied to the
permanent slopes as soon as feasible.
6.4 BuILDING FoUNDATIONS
Based on the soil conditions at the site, it is our opinion that the proposed SFR building
may be supported on conventional footings bearing on undisturbed, competent native
soils or compacted structural fills placed on native competent soils. Based on the test
borings drilled at the site, the loose fill is about 3 feet deep below the existing site grade.
As such, fill, if encountered at the foundation level, should be over -excavated to expose
competent native, dense bearing soils. The footings can bear directly on the competent
native soils or structural fill placed on the native sandy soil. If structural fill is used to
backfill the over -excavation in the footing areas, the over -excavation and structural fill
width should extend at least one-half the over -excavation depth beyond the edge of
footing.
An allowable bearing capacity of 2,500 pounds per square foot (psf) may be used for
sizing the footing bearing on the competent native bearing soils or compacted structural
fill placed on the competent native bearing soils. The recommended allowable bearing
pressure is for dead plus live loads. For allowable stress design, the recommended
bearing pressure may be increased by one-third for transient loading, such as wind or
seismic forces.
2018-003 229 Sunset Avenue N Geotech Rpt Page 9 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
Continuous and individual spread footings should have minimum widths of 16 and 18
inches, respectively. Exterior foundation elements should be placed at a minimum depth
of 18 inches below final exterior grade. Interior spread foundations should be placed at a
minimum depth of 12 inches below the top of slab.
Foundation Performance — For the anticipated light structural loading, we estimate total
settlements of footings bearing on competent native soils or compacted structural fills to
be on the order of I -inch with differential settlements of about V2-inch.
Lateral Resistance — Lateral forces on the structures may be resisted by friction at the
base of the foundations and by passive pressure acting against the buried portion of the
foundation. To compute passive earth resistance, we recommend using an equivalent
fluid weight of 300 pcf. Unless covered by pavements or slabs, the passive resistance in
the upper 12 inches of soil should be neglected. For a base friction, a factor of 0.35 may
be used between concrete and dense native soil or structural fill. These values are based
on the foundations being constructed neat against competent native soils or backfilled
with structural fill as described in the structural fill section. The values include a safety
factor of 1.5.
Perimeter Footing Drain — Footing drains should be installed around the perimeter of
the buildings, at or just below the invert of the footings. Under no circumstances should
roof downspout drain lines be connected to the footing drain systems. Roof downspouts
must be separately tightlined to appropriate discharge locations. Cleanouts should be
installed at strategic locations to allow for periodic maintenance of the footing drain and
downspout tightline systems.
Footing Excavation and Subgrade Preparation — All footing subgrades should be
carefully prepared. Any fill, loose/soft, or organic -rich subgrade soil should be removed
from the footing excavations. If the on -site native sandy soil is still loose and yielding
after re -compaction, they should be over -excavated to expose the bearing soil. The over -
excavation should be backfilled with compacted structural fill (i.e. WSDOT CSBC) or
lean -mix concrete. The over -excavation width should extend at least one-half the over -
excavation depth beyond the edge of footing. The adequacy of footing subgrade should
be verified by a representative of Cascade GeotechNW prior to placing forms or rebar. If
2018-003 228 Sunset Avenue N Geotech Rpt Page 10 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
such observations are not performed during construction, Cascade GeotechNW cannot be
held responsible for the long-term foundation performance.
6.5 SLAB -ON -GRADE
In our opinion, conventional slab -on -grade may be utilized for this project. The floor
slabs should be supported on the competent native soils or structural fill placed on the
competent native soils. a minimum of 12 inches of structural fill placed on the firrn/dense
native soil. Any loose slab subgrade soils that cannot be compacted to a firm/dense
condition should be over -excavated and replaced with structural fill compacted to a dense
condition.
Interior concrete slab -on -grade floors should be underlain by a capillary break consisting
of at least of 4 inches of pea gravel or compacted3/4-inch, clean crushed rock (less than 3
percent fines). The capillary break material should also have no more than 10 percent
passing the No. 4 sieve and less than 5 percent by weight of the material passing the U.S.
Standard No. 100 sieve. The capillary break should be placed on the subgrade that has
been compacted to a dense and unyielding condition. A 10-mil polyethylene vapor
barrier should also be placed directly below the slab. We also recommend that
construction joints be incorporated into the floor slab to control cracking.
Where concrete slabs will be subjected to vehicular traffic such as the garage, we
recommend that a 6-inch layer of base course (WSDOT CSBQ compacted to a minimum of
95 percent relative compaction be provided below the slabs in -lieu of the 4-inch thick
capillary layer.
6.6 RETAINING WALL DESIGN PARAMETERS
Retaining waits, if needed, should be properly designed to resist the lateral earth
pressures exerted by the soils behind the wall. Proper drainage provisions should also be
provided behind the walls to intercept and remove groundwater that may be present
behind the wall. Our geotechnical recommendations for the design and construction of
the retaining/basement walls are presented below.
2018-003 228 Sunset Avenue N Geotech Rpt Page I I Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
6.6. 1 Lateral Earth Pressures
Concrete cantilever walls should be designed for an equivalent fluid pressure of 35 pcf
for level backfills behind the walls assuming the walls are free to rotate. If walls are to
be restrained at the top from free movement, such as basement walls, equivalent fluid
pressures of 45 pcf should be used for level backfills behind the walls. Walls with a
maximum 2H: IV backslope should be designed for an active and at rest earth pressure of
45 and 55 pcf, respectively.
Permanent walls should be designed for an additional uniform lateral pressure of 7H psf
for seismic loading, where H corresponds to the buried depth of the wall. The
recommended lateral pressures assume that the backfill behind the wall consists of a free
draining and properly compacted fill with adequate drainage provisions.
6.6.2 Surcharge
Surcharge loads, where present, should also be included in the design of retaining walls.
We recommend that a lateral load coefficient of 0.3 be used to compute the lateral
pressure on the wall face resulting from surcharge loads located within a horizontal
distance of one-half wall height.
6.6.3 Lateral Resistance
Lateral forces from seismic loading and unbalanced lateral earth pressures may be
resisted by a combination of passive earth pressures acting against the embedded portions
of the foundations and by friction acting on the base of the foundations. Passive
resistance values may be determined using an equivalent fluid weight of 300 pcf. This
value includes a factor of safety of 1.5, assuming the footing is poured against dense
native sand, re -compacted on -site sandy soil or properly compacted structural fill
adjacent to the sides of footing. A friction coefficient of 0.35 may be used to determine
the frictional resistance at the base of the footings. The coefficient includes a factor
safety of 1.5.
6.6.4 Wall Drainage
Provisions for wall drainage should consist of a 4-inch diameter perforated drainpipe
behind and at the base of the wall footings, embedded in 12 to 18 inches of clean crushed
2018-003 228 Sunset Avenue N Geotech Rpt Page 12 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
rock and pea gravel wrapped with a layer of filter fabric. Where applicable, in -lieu of
conventional footing drains, weep holes (2" diameter of 10 feet on center) may be used
for site retaining walls. A minimum 18-inch wide zone of free draining granular soils
(i.e. pea gravel or washed rock) is recommended to be placed adjacent to the wall for the
full height of the wall. Alternatively, a composite drainage material, such as Miradrain
6000, may be used in lieu of the clean crushed rock or pea gravel. The drainpipe at the
base of the wall should be graded to direct water to a suitable outlet.
6.6.5 Wall Backfill
Based on the field exploration, the on -site soil would not be suitable for wall backfill due
to its high fines content. Where wall backfill is needed, we recommend using free
draining granular soils, such as WSDOT gravel barrow or clean crushed gravel. In areas
where the space is limited between the wall and the face of excavation, 5/8" clean
crushed rock or pea gravel may be used as backfill without compaction.
Wall backfill should be moisture conditioned to within about 3 percent of optimum
moisture content, placed in loose, horizontal lifts less than 8 inches in thickness, and
systematically compacted to a dense and relatively unyielding condition and to at least 95
percent of the maximum dry density, as determined using test method ASTM D 1557.
Within 5 feet of the wall, the backfill should be compacted with hand -operated equipment
to at least 90 percent of the maximum dry density.
6.7 WET WEATHER CONSTRUCTION
In our opinion, the proposed site construction may be accomplished during wet weather
(such as in winter) without adversely affecting the site stability. However, earthwork
construction performed during the drier summer months likely will be more economical.
Winter construction will require the implementation of best management erosion and
sedimentation control practices to reduce the chance of off -site sediment transport. Some
of the site soils contain a high percentage of fines and are moisture sensitive. Any
footing subgrade soils that become softened either by disturbance or rainfall should be
removed and replaced with structural fill, CDF, or lean -mix concrete. General
recommendations relative to earthwork performed in wet conditions are presented below:
2018-003 228 Sunset Avenue N Geotech Rpt Page 13 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
Site stripping, excavation and subgrade preparation should be followed promptly
by the placement and compaction of clean structural fill or CDF;
0 The size and type of construction equipment used may have to be limited to
prevent soil disturbance;
0 The ground surface within the construction area should be graded to promote run-
off of surface water and to prevent the ponding of water;
0 Geotextile silt fences should be strategically located to control erosion and the
movement of soil;
* Structural fill should consist of less than 5% fines; and
0 Excavation slopes should be covered with plastic sheets.
All permanent cut and fill slopes should be protected so that erosion will not occur.
Vegetation should be established as soon after construction as possible to provide long-
term erosion protection of the slopes. Prior to establishing vegetation, silt fences and
straw bales staked along contours and slopes are recommended to reduce erosion. The
slopes should be periodically monitored until vegetation has become fully established.
6.8 SURFACE DRAINAGE AND EROSION CONTROL
Surface runoff can be controlled during construction by careful grading practices.
Typically, this includes the construction of shallow, upgrade perimeter ditches or low
earthen berms in conjunction with silt fences to collect runoff and prevent water from
entering excavations or to prevent runoff from the construction area from leaving the
immediate work site. Temporary erosion control may require the use of hay bales on the
downhill side of the project to prevent water from leaving the site and potential storm
water detention to trap sand and silt before the water is discharged to a suitable outlet.
All collected water should be directed under control to a positive and pen-nanent
discharge system.
Permanent control of surface water should be incorporated in the final grading design.
Adequate surface gradients and drainage systems should be incorporated into the design
such that surface runoff is directed away from structures. We suggest that the ground
surface be sloped at a gradient of 3 percent for a distance of at least 10 feet feet away
2018-003 228 Sunset Avenue N Geotech Rpt Page 14 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
from the building, except in paved areas, which can be sloped at a gradient of I percent.
Potential problems associated with erosion may also be reduced by establishing
vegetation within disturbed areas immediately following grading operations.
Roof downspouts should be tightlined to discharge into the storm -water collection system
separately from any footing drain system. Cleanouts should be installed at strategic
locations to allow for periodic maintenance of the downspout tightline system.
7.0 ADDITIONAL GEOTECHNICAL SERVICES
Plans and specifications should be forwarded to Cascade GeotechNW for review and
written comments. This review is necessary to evaluate adherence to the intent of the
foundation and earthwork recommendations provided herein. If this review is not made,
Cascade GeotechNW cannot assume responsibility for misinterpretation of the
recommendations presented.
It is recommended that Cascade GeotechNW be retained to provide monitoring and
testing services for geotechnical-related work during construction. This is to observe
compliance with the intent of the design concepts, specifications, and/or
recommendations, and to allow design changes in the event when subsurface conditions
differ from those anticipated during design. The recommendations presented in this report
are contingent upon the above observations. If this geotechnical construction monitoring
and inspection is not made, Cascade GeotechNW cannot be responsible for the long-term
performance of foundations and geotechnical elements. We request that the contractor
provide Cascade GeotechNW with a minimum 24 hours advance notice for performing
the above inspections, so that we can arrange to have personnel available.
Modifications to our recommendations presented in this report may be necessary, based
on the actual conditions encountered during construction.
8.0 LIMITATIONS
This report has been prepared for the exclusive use of Mr. Hanyuan Zhao and the project
team for specific application to the proposed development. This report is intended to
provide geotechnical recommendations based on a site reconnaissance, review of
2018-003 228 Sunset Avenue N Geotech Rpt Page 15 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
pertinent subsurface information, and our understanding of the project. The study was
performed using a mutually agreed -upon scope of work.
Variations in soil conditions may exist between the locations of the explorations and the
actual conditions underlying the site. The nature and extent of soil variations may not be
evident until construction occurs. If any soil conditions are encountered at the site that
are different from those described in this report, we should be notified immediately to
review the applicability of our recommendations. Additionally, we should also be
notified to review the applicability of our recommendations if there are any changes in
the project scope.
The scope of our work does not include services related to construction safety
precautions. Our recommendations are not intended to direct the contractors' methods,
techniques, sequences or procedures, except as specifically described in our report for
consideration in design. Additionally, the scope of our work specifically excludes the
assessment of environmental characteristics, particularly those involving hazardous
substances. We are not mold consultants nor are our recommendations to be interpreted
as being preventative of mold development. A mold specialist should be consulted for all
mold -related issues.
This report has been prepared for planning and design purposes for specific application to
the proposed project in accordance with the generally accepted standards of local practice
at the time this report was written. No warranty, express or implied, is made.
This report may be used only by the client and for the purposes stated, within a
reasonable time from its issuance. Land use, site conditions (both off and on -site), or
other factors including advances in our understanding of applied science, may change
over time and could materially affect our findings. Therefore, this report should not be
relied upon after 24 months from its issuance. Cascade GeotechNW should be notified if
the project is delayed by more than 24 months from the date of this report so that we may
review the applicability of our conclusions considering the time lapse.
It is the client's responsibility to see that all parties to this project, including the designer,
contractor, subcontractors, etc., are made aware of this report in its entirety. The use of
information contained in this report for bidding purposes should be done at the
contractor's option and risk. Any party other than the client who wishes to use this report
2018-003 228 Sunset Avenue N Geotech Rpt Page 16 Cascade GeotechNW
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
shall notify Cascade GeotechNW of such intended use and for pen-nission to copy this
report. Based on the intended use of the report, Cascade GeotechNW may require that
additional work be performed and that an updated report be reissued. Noncompliance
with any of these requirements will release Cascade GeotechNW from any liability
resulting from the use this report.
We appreciate the opportunity to be of service.
Sincerely,
_41'e'll—law
H. Michael Xue, P.E.
Principal Geotechnical Engineer
2018-003 228 Sunset Avenue N Geotech Rpt Page 17 Cascade GeotechNW
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Base Map: Google Maps NTS
Proposed SFR VICINITY MAP
Cascade GeotechNW 228 Sunset Avenue N
Edmonds, WA Project No. 2018-003 IFigu,e No.
Critical Area and Geotechnical Report
Proposed Single-family Residence — 228 Sunset Avenue N, Edmonds, WA
May 21, 2018
9.0 REFERENCES
Booth, D. B., Cox, B.F., Troost, K.G, and Shimel, S.A., 2004, The Composite Geologic
Map of the Sno-King Area, Washington: scale 1:24, 000.
International Code Council, 2015, International Building Code (JBQ.
WSDOT, 2016, Standard Speciflicationsfor Road, Bridges, and Municipal Construction.
2018-003 228 Sunset Avenue N Geotech Rpt Page 18 Cascade GeotechNW
Approx. Scale
1" -- 30'
Legend:
B-lApprox. Test Boring Location
= Approx. Proposed Building Footprint
Basemap modified from the Google Aerial Map.
APPENDIX A - FILED EXPLORATION
The subsurface conditions at the site were explored by drilling two test borings (B-1 and
B-2) to depths of about 6 feet on May 4, 2018. The approximate locations of the test
boring are shown on the Site Exploration Plan, Figure 2. The borings were drilled with a
hand -operated portable drill rig owned and operated by CN Drilling of Seattle,
Washington.
The drill rig was equipped with 4-inch outside diameter hollow stem augers. Soil samples
were obtained from the borings at 2Y2- and 5-foot depth intervals in general accordance
with Standard Penetration Test (SPT) sampling methods (ASTM test method D- 15 86) in
which the samples are obtained using a 2-inch outside diameter split -spoon sampler. The
sampler was driven into the soil a distance of 18 inches using a 140-pound weight freely
falling a distance of 30 inches. The number of blows required for each 6-inch increment
of sampler penetration was recorded. The number of blows required to achieve the last
12 inches of sample penetration is defined as the SPT N-value. The N-value provides an
empirical measure of the relative density of cohesionless soil, or the relative consistency
of fine-grained soils.
An engineer from Cascade GeotechNW was present during the field exploration to
observe the drilling, assist in sampling, and to describe and document the soil samples
obtained from the borings. The soil samples were described and field classified in general
accordance with the symbols and terms outlined in Figures A-3 and A-3, and the
summary boring logs are included as Figures A-1 and A-2.
Date Started: 5/4/2018 Drill Rig: Acker Portable Rig
Date Completed: 5/4/2018 Drilling Method- 4" Hollow Stem Auger
Logged by: MX Driving Energy: 140 lb. wt., 30 in. drop
total Depth: 6.0 feet
Field
Laboratory
Approx. Surface Elevation (ft):
U
'Z7i
0
F
Zq7
CL >
0
DESCRIPTION
Ln
0
E
0
0
E U
Q)
0
E
>_
CL
2 U
I U
V) cr_
Ln
.:,.:,.:,.:,,:,,:Approx.
6 inches of topsoil over
2
Dark brorn to brown, coarse SAND (51P), some tine
2
67
gravel, trace silt, loose, moist, (Fill)
5
13
100
Gray -brown, silty SAND (SM), some gravel, very
48
dense, moist (Pre -Fraser Deposit)
5
23
Grades to slightly silty SAND (SM-SP), some gravel,
50/6"
100
ivery dense, moist
Boring terminated at about 6.0 feet. Groundwater was not
encountered during drilling.
10
1
1
1 1
1 1
1 1
15
201
CASCADE GROUP INT LLC
LOG OF BORING B-1
FIGURE
c1ba CASCADE GEOTECHNW
228 SUNSET AVENUE N
EDMONDS, WASHINGTON
A-1
PROJECT # 2018-003 5/4/2018
Date Started: 5/4/2018 Drill Rig: Acker Portable Rig
Date Completed: 5/4/2018 Drilling Method: 4" Hollow Stem Auger
Logged by: MX Driving Energy: 140 lb. wt., 30 in. drop
total Depth: 6.0 feet
Field
Laboratory
Approx. Surface Elevation (ft):
4--
0 On
V)
7
r_
W
4-;.
V)
4�
W
DESCRIPTION
0
L
CU
E
V)
0
>-
- U
V) �!
C
0
0- C
E cu
0
>
0
E U
M a)
_ie
U
0
E
>_
M
Ln
0 CL
U
41
U V)
Ln CC
0-
2
Approx. 5 inches of topsoil over
2
Brorn to light brown, silty SAND (SM), some gravel,
3
33
loose, moist, (Fill)
3
Brown-ornage, sandy SILT (ML), some gravel, loose
Gray -brown, silty SAND (SM), some grave, ense
9
100
25
moist (Pre-Freaser Deposit)
5
2S
Grades to gray, silty SAND (SIM), some gravel, very
50/6"
100
.�Iiclense,
slightly cemented, moist
Boring terminated at about 6.0 feet. Groundwater was not
encountered during drilling.
10
15
20
CASCADE GROUP INT LLC
LOG OF BORING B-2
FIGURE
dba CASCADE GEOTECHNW
228 SUNSET AVENUE N
EDMONDS, WASHINGTON
A-2
PROJECT # 2018-003 5/4/2018
KEY:
Indicates 3-inch OD Dames & Moore Sample.
Indicates 2-inch OD Split Spoon Sample (SPT).
Z
Indicates Disturbed Sample.
TIndicates
No Recovery.
Indicates Bag Sample.
Indicates Shelby Tube Sample.
COMPONENT DEFINITIONS
COMPONENT
SIZE RANGE
Boulders
Larger than 12 in
Cobbles
3 in to 12 in
Gravel
3 in to No 4 (4.5mm
Coarse gravel
3 in to 314 in
Fine gravel
3/4 in to No 4 (4.5mm
Sand
No. 4 ( 4.5mm ) to No. 200 ( 0.074mm
Coarse sand
No. 4 (4.5 mm) to No. 10 (2.0 mm)
Medium sand
No. 10 (2.0 mm) to No. 40 (0.42 mm)
Fine sand
No. 40 (0.42 mm) to No. 200 (0.074 mm)
Silt and Clay
Smaller than No. 200 ( 0.074 mm ) I
ATD: At Time of Drilling
BGS: Below Ground Surface
COMPONENT PROPORTIONS
DESCRIPTIVE TERMS
RANGE OF PROPORTION
Trace or little
1 -5%
Some
6-12%
Clayey, silty, sandy,
13-30%
gravelly
And
31-50%
MOISTURE CONTENT
DRY Absence of moisture, dusty,
dry to the touch.
DAMP Some perceptible
moisture; below optimum
MOIST No visible water; near optimum
moisture content
VVET Visible free water, usually
soil is below water table.
RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N -VALUE
COHESIONLESS SOILS
COHESIVE SOILS
Density
N ( blows/ft
Approximate
Consistency
N (blows/ft
Approximate
Relative Density
Undrained Shear
Strength (ps�
Very Loose
0 to 4
0-15
Very Soft
0 to 2
< 250
Loose
5 to 10
16-35
Soft
3 to 4
250-500
Medium Dense
11 to 30
36-65
Medium Stiff
5 to 8
501 -1000
Dense
31 to 50
66-85
stiff
9 to 15
1001 -2000
Very Dense
over 50
86-100
Very Stiff
16 to 30
2001 -4000
Hard
over 30
> 4000
CASCADE GEOTECHNW Project No. 2018-003
Figure A-3
MAJOR DIVISION
GRAPHIC
LETTER
TYPICAL DESCRIPTIONS
SYMBOL
SYMBOL
C> �-;
WELL -GRADED GRAVELS, GRAVEL-
GRAVEL
CLEAN GRAVELS
GW
SAND MIXTURES, LITTLE OR NO FINES
AND
GRAVELLY
(LITTLE OR
SOILS
NO FINES)
0 1
POORLY -GRADED GRAVELS,
:6- " �
GP
GRAVEL -SAND MIXTURES, LITTLE
COARSE
dp
0
OR NO FINES
GRAINED
...A
SOILS
SILTY GRAVELS, GRAVEL -SAND -
MORE THAN
GRAVELS
GM
SILT MIXTURES
50% OF
WITH FINES
COARSE
FRACTION
(APPRECIABLE
RETAINED ON
AMOUNTOF
GC
CLAYEY GRAVELS, GRAVEL-SAND-
170-TSTEVE
FINES)
CLAY MIXTURES
WELL -GRADED SANDS, GRAVELLY
SAND
SW
SANDS, LITTLE OR NO FINES
CLEAN SAND
AND
SANDY
(LITTLE OR NO
POORLY -GRADED SANDS,
MORE THAN
SOILS
FINES)
GRAVELLY SANDS, LITTLE
50% OF
SP
OR NO FINES
MATERIAL
IS LARGER
THAN NO.
MORETHAN
SANDS WITH
SM
SILTY SANDS, SAND -SILT
200 SIEVE
50% OF
FINES
MIXTURES
SIZE
COARSE
FRACTION
(APPRECIABLE
PASSING NO.
TSTEVE_
AMOUN'
SC
CLAYEY SANDS, SAND -CLAY
FINES)
MIXTURES
INORGANIC SILTS AND VERY FINE
ML
SANDS, ROCK FLOUR, SILTY OR
CLAYEY FINE SANDS OR CLAYEY
SILTS WITH SLIGHT PLASTICITY
INORGANIC CLAYS OF LOW TO
MEDIUM PLASTICITY, GRAVELLY
FINE
SILTS
LIQUID LIMIT
GRAINED
AND
LESS THAN 50
m
CL
CLAYS, SANDY CLAYS, SILTY
SOILS
CLAYS
CLAYS, LEAN CLAYS
7_7_7 — — —
-
-
OL
ORGANIC SILTS AND ORGANIC
SILTY CLAYS OF LOW PLASTICITY
INORGANIC SILTS, MICACEOUS OR
MH
DIATOMACEOUS FINE SAND OR
MORETHAN
SILTY SOILS
50% OF
MATERIAL
Is SMALLER
SILTS
LIQUID LIMIT
0
FEZ
Ell
CH
INORGANIC CLAYS OF HIGH
THAN NO.
AND
GREATEE THAN
A
PLASTICITY, FAT CLAYS
CLAYS
50
200 SIEVE
1,
SIZE
OH
ORGANIC CLAYS OF MEDIUM TO
HIGH PLASTICITY, ORGANIC SILTS
Bi
PEAT, HUMUS, SWAMP SOILS WITH
HIGHLY ORGANIC SOILS
PT
I HIGH ORGANIC CONTENTS
NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS
UNIFIED SOIL CLASSIFICATION SYSTEM
CASCADE GEOTECHNW Project No. 2018-003 Figure A-4
HomeTech
-fbras�npleasdubcn...
May 13, 2019
Structural calculations (additional)
4946 131st Place Southeast, Bellevue, WA 98006
Tel: (206) 778 2431
E-mail: hometechwa@yohoo.com
Reference- THE ZHAO RESIDENCE
228 SUNSET AVE N, EDMONDS, WA
Additional Gravity Load Design:
Floor Joist calculations — J2-DECK
Beam calculations — 1132-11 and 1132-2
Figure 1
May 13, 2019
2T2 9
�0\ ;' �3
ISTS�
JS��
ONAL
Y.J. Sheng, P.E.
MAY 16 2019
SU/LDIfVG
q
FLOOR JOIST
May 11, 2019 THE ZHAO RESIDENCE
Beam ID/Location .12-DECK, 2ND FLOOR DECK, 12.5'SPAN
Span, ft 12.5 (clear simple supported span)
beam size 2X12 11.25 H, in 1.5 B, in
E, psi 1.10E+06
1, in' 177.98
S, in' 31.64
self wt, lb/If 5.27
Design loads:
uniform dead, psf 35
uniform live, psf 60
Dist to bearing on Left, ft 1.33
Dist to bearing on Right, ft 1.33
uniform dead load abv, lb/ft 0 (Include wall/roof load)
uniform live load abv, lb/ft 0 (include roof load)
Distributed line DL, lb/If
46.55
Distributed line UL, lb/If
50
Compute Max M, lb-ft
Allowable M,
Mself
103.0
Fb, psi 8SO HF#2
MDL
909.2
Mallow 26894.S3 lb -in
MUL
976.6
2241.211 lb-ft
Total, M
1988.7
1.25xMallo, 2801.514
Total bearing at support, R, lb
603.4375
Compute Max deflection, inch
clself
0.0
L/d 10138
dDL
0.1
L/d 1148
dUL
0.1
L/d 1069
JOK
BEAM/HEADER BEAM - 2 piont loading
May 20,2018 THE ZHACI RESIDENCE
Beam ID/Location 132-1, TO SUPPORT DECK JOISTS
Span, ft
beam size
E, psi
duration, CD
repetitive, C,
1, in'
S, in'
self wt, lb/If
Design loads:
uniform dead, psf
uniform live, psf
Dist to bearing on Left, ft
Dist to bearing on Right, ft
uniform dead load abv, lb/ft
uniform live load abv, lb/ft
Distributed line DL, lb/If
Distributed line UL, lb/If
Point load P1DL, lbs:
Point load P1LL, lbs:
dist. to left supp, a, ft:
Point load P2DL, lbs:
Point load P2LL, lbs:
dist. to right supp, b, ft:
12.5 (clear simple supported span)
12 H, in 5.5 B, in
1.80E+06
1.15
1
792.00
132.00
22.92 R
30
60
12.5
0
0 (include wall/roof load)
0 (Include roof load)
187.5
375
3165 FROM 132-2
0
9.833
0
0
2.67
Compute uniform load M at mid -span, at P1 and P2, lb-ft
Allowable M,
at mid -span:
Mself 447.6
Fb, psi
2400 GLB
MDL 3662.1
Mallow
316800 lb -in
MUL 7324.2
26400 lb-ft
M(sw+dl+ul) 11433.9
at PI:
Pl—Kelf 300.5
P1_MDL 2458.6
Pi —Mu, 4917.1
Total, Mm 11433.9
CDCrXMallow
30360
at P2:
P2_M�elf 300.7
P2_MDL 2460.6
P2_MUL 4921.1
Total, Mm 7682.5
Compute support reactions, R1 and R2, lbs
R1_DL
675.3
R1_LL
0.0
R2_DL
2489.7
R2_LL
0.0
Compute point loading M at P1, P2 and min -span,
lb-ft
mid MPDL
15560.7
mid MPL
0.0
P1_MPDL
6640.1
P1_MPLL
0.0
P2_MPDI
6647.5
P2_MPLL
0.0
Total, M
mid -span
Pi P2
DL+SW
19670.4
9399.1 9408.8
LL
7324.2
4917.1 4921.1
DL+SW+LL
26994.6
14316.2 14330.0
Total bearing at support, Ra, lb 4334.898167
Total bearing at support, Rb, lb 6148.569767
Compute deflection at mid span, Am, inch
dself
dDL
dUL
P1_dDL
P1_dUL
total ADL
total AUL
Compute deflection at P1 point, Aa, inch
dself
dDL
dUL
PI_dDL
P I_d u,
total ADL
total AUL
Conclusion:
OK TO USE 5.5X12 GLB
26994.6 CDCrXM,11,,,, 30360
(maximum)
0.0
L/d
16987
0.1
L/d
2076
0.1
L/d
1038
0.09
L/d
1597
O.00E+00
L/d
#DIV/O!
0.18
L/d
857
0.14
L/d
1038
0.0
L/d
27083
0.0
L/d
3310
0.1
L/d
1655
0.07
L/d
2127
O.00E+00
L/d
#DIV/O!
0.12
L/d
1236
0.09
L/d
1655
Page #4
Simple supported beam
May 11, 2019 THE ZHAO RESIDENCE
Beam ID/Location 132-2: 2ND FLOOR & ROOF
Net Span, ft
12.S
beam size, BxH
3.5X10.5 3.5 10.5
E, psi
1.80E+06
duration, CD
1.15
repetitive, Cr
1.15
1, in 4
337.64
S, in 3
64.31
self wt, lb/If
11
Design loads:
uniform dead, psf
35
uniform live, psf
60
Dist to bearing on Left, ft
1.33
Dist to bearing on Right, ft
1.33
uniform dead load abv, lb/ft
80 (wall above)
uniform live load abv, lb/ft
300 (roof load)
Distributed line DL, lb/If 126.55
Distributed line UL, lb/If 379.8
Compute Max M, lb-ft Allowable M,
Mself 224.3 Fb, psi 2400
MDL 2471.7 Mallow 154350 lb -in
MUL 7418.0 12862.5 lb-ft
Total, M 10114.0 <Mallow= 17010.66 lb-ft
Total bearing at support, R, lb 3164.688 w/ Adjustment factors
Compute Max deflection, inch
clself 0.0 L/d 14451
dDL 0.1 L/d 1311
dUL 0.3 L/d 437
USE 3.5"X10.5" GLB
FIGURE I -PARTIAL 2ND FLOOR FRAMING _41- I
R00FP0l
%. I
HomeTech
- fbr a sirnple sdution...
August 2, 2018
Structural calculations
4946 1310 Place Southeast, Bellevue, WA 98006
Tel: (206) 778 2431
E-mail: hometechwa@yahoo.com
Reference: THE ZHAO RESIDENCE
228 SUNSET AVE N, EDMONDS, WA
Lateral load design:
Seismic load design
Wind load design
Figures 1 to 5
Shear wall schedule
Holdown schedules
Gravity load design:
Floor Joist calculations
Header beam calculations
Figures 1
e 1� ___1
irk
32�29
$Z�'ONAL
'4agaa 2, 201Y
Y.J. Sheng, P.E.
k10k_1AM;'4
APR 0 2 2019
BUILDING
G Ltk9014 - 03 (10
HomeTech 4946 131 st Place Southeast, Bellevue, WA 98006
Tel: (206) 778 2431
-fbrasii*sdufion... E-mail: hometechwaCdyahoo.com
Lateral load design:
Seismic load design
Vertical distribution of seismic forces
Wind load design
Figures I to 5
Shear wall schedule
Holdown schedules
I T
Seismic Load Design Date: 5/21/2018
1) Project address: 228 Sunset Ave N
Edmonds, WA
2) Design criteria: (Cascade GeotechNW report, May 21, 2018)
Site class: D
Design category: DII
lE 1.0
S, 1.271
S, 0.498
3) Base shear
(Simplified design procedure, 12.14, ASCE 7-10)
Design earthquake spectral response acceleration parameter at short period -
SDS (2/3)' Fa-S, Fa (Tabel 11.4-1)
0.847
Tabel 11.4-1 Site Coefficient, Fa
Site Class
Mapped Maximum Considered Earthquake Spectral
Response Acceleration Parameter at Short Period
Ss<=0.25
Ss=0.5
Ss=0.75
Ss=1.0
Ss=>1.25
A
0.8
0.8
0.8
0.8
0.8
B
1
1
1
1
1,
C
1.2
1.2
1.1
1
1
D
1.6,
1.4,
1.2,
1.1
1
E
2.51
1.71
1.21
0.9
0.9
F
See Section 11.4.7- ASCE 7-10
Base shear, V,3 = F*SDs/(R/I)*W
F = 1.2
R = 6.5
IVB = 0.156 W
4) Design shear (Allowable stress design)
VD = 0.7 (P VB) select p
IVD = 0. ". 42 W
(12.14-11)
(2 stories above grade plane)
1.3 (ASCE 7-10, 12.3.4.2)
5) Determine shear forces:
5.1 - Shear at roof diaphragm (Refer to Figures 1 to 5)
Area, Arf : 2368 SF
I t
Unit weight: 12 PSF, roof assembly & ceiling
Wrf = 28416.00 lbs
Wrf = 28416.00 lbs, applied at roof diaphragm
5.2 - Shear at upper floor diaphragm (Refer to Figure-2)
Area, Aj,:
2033 SF
Unit weight:
20 PSF, based on floor area including walls
Wufl, =
40660.00 lbs
Area, AIrf
360 SF, lower roof
Unit weight:
12 PSF, roof assembly & ceiling
Wufl, =
4320.00 lbs
Y-Wufl, = 44980.00 lbs, applied at upper floor diaphragm
I:Wmflr+uflr+r = 73396.00
6. Shear wall schedule
6.1 Upper shear wall schedule: VIDesign
5692.45 lb
(Figure-2)
For E-W direction
TOTALSPAN
62.50 FT
@ Grid Shear,%
lbs Length, ft
Strength,lb/ft min. b,,,,, ft
h,,,, ft
r =2w/h
SWR.q'd, Ib/ft SPACING
A 40.00%
2277 14
163
4
8
1.00
163
B 0.00%
0 5.6
0
4
8
1.00
0
C 0.00%
0 7.25
0
4
8
1.00
0
D 0.00%
0 5.6
0
4
8
1.00
0
E 60.00%
3415 15
228
5
8
1.00
228
F 0.00%
0 1
0
4
8
1.00
0
n/a 0.00%
0 1
0
4
8
1.00
0
n/a 0.00%
0 1
0
4
8
1.00
0
n/a 0.00%
0 1
0
4
8
1.00
0
total 100.00%
For N-S direction
TOTALSPAN
42.50 FT
@ Grid Shear, %
lbs Length, ft
Strength,lb/ft min. b.11, ft
hw.11 ft
r =2w/h
SWR�I'd, Ib/ft
1 - 0.00%
0 1
0
4
8
1.00
0
2- 20.00%
1138 7
163 3.5
8
0.88
186
3- 30.00%
1708 15
114
4
8
1.00
114
4- 0.00%
0 1
0
4
8
1.00
0
5- 35.00%
1992 22
91
4
8
1.00
91
6- 15.00%
854 9
95
4
8
1.00
95
7- 0.00%
0 1
0
4
8
1.00
0
n/a 0.00%
0 1
0
4
8
1.00
0
n1a 0.00%
0 1
0
4
8
1.00
0
total 100.00%
6.2 Lower shear wall schedule: V"De,ign =
10448.07 lb
(Figure-3)
For E-W direction
TOTALSPAN
62.50 FT
@ Grid Shear,%
lbs Length, ft
Strength,lb/ft min. bw�jj, ft
h.11 , ft
r =2w/h
SWR,q'd, Ib/ft DIS FROM A
A 50.00%
5224 27
193
7
9
1.00
193
I E
B 0.00%
0
1
0
4
9
0.89
0
C 0.00%
0
1
0
4
9
0.89
0
D 0.00%
0
1
0
4
9
0.89
0
E 50.00%
5224
18.5
282
7
9
1.00
282 P2
n/a 0.00%
0
1
0
4
9
0.89
0
n/a 0.00%
0
1
0
4
9
0.89
0
n/a 0.00%
0
1
0
4
9
0.89
0
n/a 0.00%
0
1
0
4
9
0.89
0
n/a 0.00%
0
1
0
4
9
0.89
0
total 100.00%
For N-S direction TOTALSPAN
42.50
FT
@ Grid Shear, % lbs
Length, ft
Strength,lb/ft
min. b.11, ft hwau ft
r =2w/h
SWRI'd, Ib/ft
1 - 5.00%
522
5
104
2.583
9
0.57
182
2- 15.00%
1567
6
261
6
9
1.00
261 P2
3- 35,00%
3657
24
152
11
9
1.00
152
4- 0.00%
0
4
0
4
9
0.89
0
5- 40.00%
4179
18
232
9
9
1.00
232
7- 5.00%
522
4
131
2 7.83
0.51
256 P2
n/a 0.00%
0
4
0
4
9
0.89
0
n/a 0.00%
0
4
0
4
9
0.89
0
total 100.00%
Rated shear wall strength:
P 1 =240 1 b/ft
Simpson SW24X8
765 lb/ft at EQ
P2=350 lb/ft
Simpson SW32X8
955 lb/ft at EQ
Simpson SW48X8
848 lb/ft at EQ
To Compute Vertical Distribution
VD = 0.142 W = 10448.07 lbs
k=
1
Level
Wi, lbs
hi, ft
wihi k
CVX
F, (lbs)
w2 u
44980.00
9.5
427310
0.46
4755.62
w3 r
28416.00
18
511488
0.54
5692.45
Pum
73396
27.5
938798
1
10448.07
VERTICAL DISTRIBUTION OF SEISMIC FORCES
ASCE 7-10,12.8.3
Wind Load Design Date: 5/21/2018
1) Project address: 228 Sunset Ave N
Edmonds, WA
2) Design criteria: ASCE 7-10, Section 28, MWFRS Envelope Procedure
Basic wind speed: 110 MPH
Exposure: D
1W 1.0
k,t 1
Roof pitch 18.44 degree
(hori. 12 vert. 4
Mean roof height, ho 21.33 ft
X 1.61
3) Determine wind pressure (Figure - 4 & 5)
ADS: p. = (0.6) �, lw Ike PF30
0.966 Pr,30
Zone
PS30
P. , psf
A
25.6
24.7296
B
-7.3
-7.0518
C
17
16.422
ID
1 -41
-3.864,
(Figure-4 & 5)
Overall footprint: width, ft: 62.5 depth, ft: 42.5
Compute "a"
10% Least horizontal dimension: 42.5 ft x 0.1 4.25 ft
or 0.4 h, which is smaller 30 ft x 0.4= 12 ft
not less 4% Least horizontal dimension: 42.5 ft x 0.04= 1.7 ft
or 3'
Use a 4.25 ft
4) Shear forces at diaphragm
4. 1 at roof diaphragm
Roof windage area:
Zone
E-W dir, grid -A...
N-S direction, grid -I
...
Hip roof Area
shear, bis
Hip roof Area
shear, bls
hrpeak, ft 4.5
D 135.4 sf
-523.3
153 sf
-591.192
h at 2a, ft 1.22
B 5.2 sf
-36.7
38.25 sf
-269.731
Shear force:
sum:
-560 bls
-861 bis
Upper fir wall area:
Zone
E-W direction
shear, bis
N-S direction
shear, bis
hu=, ft 9
C 486 sf
7981.1
306 sf
5025.1
2a corner 8.5
A 76.5 sf
1891.8
76.5 sf
1891.8
Shear force:
sum:
9873 bls
6917 bis
Shear force at R. diaphragm (Allowed 1.4 overstress):
D+C
2477 bls
1372 bis
B+A 649 bIs 483 bIs
sum: 3126 bis 1855 bis
4.2 at UDDer f1r diaDhraom
Main fir wall area:
Zone
E-W direction shear, bIs
N-S direction
shear, bIs
hm=, ft 9
C
486 sf 7981.1
306 sf
5025.1
2a corner 8.5
A
76.5 sf 1891.8
76.5 sf
1891.8
Shear force:
sum:
9872.9 bis
6916.9 bIs
Shear force at up fir
diaphragm (Allowed 1.4 overstress):
C
5701 bIs
3589 bIs
A
1351 bIs
1351 bis
sum:
7052 bis
4941 bis
4.3 at main f1r diaohragm
Basement wall area:
Zone
E-W direction shear, bIs
N-S direction
shear, bIs
hb=, ft 8
C
340 sf 5583.5
500 sf
8211.0
2a corner 8.5
A
68 sf 1681.6
68 sf
1681.6
Shear force
sum:
7265.1 bIs
9892.6 bis
Shear force at main diaphragm (Allowed 1.4 overstress):
C
4844 bIs
4727 bIs
A
1276 bIs
1276 bIs
sum:
6121
6003
5) Shear wall schedule
5. 1 Upper shear wall schedufe:
(Figure-1)
For E-W direction
V'Design
3126 lb, <
5692.45
EQ govern
For N-S direction
V'Destgn
1855 1b, <
5692.45
EQ govern
5.2 Main flr shear wall schedule:
(Figure-2)
For E-W direction
V"Design =
10178 lb, <
10448.07
WIND govern
@ Grid Shear,%
lbs, MAX
Length, ft Strength,lb/ft
min. b,,.,,, ft
hwall ft
r =3.5w/h SWR,,,, lb/ft
A 55%
5598
27
207
7
9
1.00
207
B 0%
0
1
0
4
9
1.00
0
C 0%
0
1
0
4
9
1.00
0
D 0%
0
1
0
4
9
1.00
0
E 55%
5598
18.5
303
7
9
1.00
303 P2
n/a 0%
0
1
0
4
9
1.00
0
n/a 0%
0
1
0
4
9
1.00
0
n/a 0%
0
1
0
4
9
1.00
0
n/a 0%
0
1
0
4
9
1.00
0
total 110%
(DUE TO HIGH WIND PRESSURE
AT CORNER WALL)
For N-S direction
V'Design =
6796 lb, <
10448.07
EQ govern
Rated shear wall strength:
P 1 =240 lb/ft
P2=350 lb/ft
Summary:
select P1 for all upper floor shear walls
select P2 for main and basement shear walls
m!-MENOININIPIll mills
AA,
.............
rglg-
-- -- ---- --------- --
NOR,
mCm====
-ME
Eiji
gm
OEM
i-milim
10-1
2
C3
C5
13.
A _0, (�
4'-(r(:, ) 1 T-0-
34�'
PI. V-61
rL---
Pi", '-7"
UPPER FL��R
PLAN
NOTES:
FIGURE 2 1- USE PI TYPE SHEAR WALL FOR ALL EXTERIOR WALL, UNLESS NOTED OTHERWISE
OA 4-4r(�) 17'-0"
(MIN.)
JAL UNLESS NOTED, INSTALLED AT
:NT , CENTERED AT FLOOR DIAPHRAGM
22� FOR INSTALLATION DETAILS. C2
'lap
C5
mi
Bs-
M
I -
FIGURE 3
b,
P2,2'-r
Z
P20-1"
EL
Pl.13'-7"
L
-7E
Pll(y-l(r
Lg=jl
1,
r
P-i
ir
12.2-01
1
16'-0" P2' 1-6
74r Of2 ZA
12\
22
FLOOR PLAN
\Z') MAIN
NOTES:
1. USE PI TYPE SHEAR WALL FOR ALL EXTERIOR WALL, UNLESS NOTED OTHERVASE.
POST Wl I x CEDAR
TYR
FIGURE 4
SHINGLE SIDING
14 � 10 BAND BV
,yp, -
TYR
SIDING
LEFT ELEVATION
FIGURE 5
IN u.
CDMPOSITION RDOFING
WRAP P.T. 6 x 6
POST Wl 1 � CEDAR
TYP
X 8 FASCIA BD. TYP-
SCALE: 1/4" =V-0"
APPROX.GRADE
WALL CONSTRUCTION NOTES:
A. USE 2X6 @16" O.C., H.F. #2 OR BTR. FOR ALL EXTERIOR WALLS, UNO.
B. USE 2X4 @16" O.C., H.F. #2 OR BTR. FOR ALL INTERIOR WALLS, UNO.
C. USE SHEARWALL TYPE Pl FOR ALL EXTERIOR WALL NAILING, U.N.O.
D. SEE SHEARWALL SCHEDULE FOR SHEARWALL CONSTRUCTION.
SHFARWALL (ASD) SCHFDULE' 2,1,4,1
MARK
STRENGTH
(LB/LF)
SHEATHING
PANEL EDGE
NAILING
TOP PLATE CONNECTION
BASE PLATE CONNECTION
IF TJI
IF SOLID WOOD
@ WOOD
@ CONCRETE
Pi
240
15"CDX
32
PLYWOOD
8d @6"O.C.
16d @6"O.C.
LPT4 @24"O.C.
16d @6"O.C.
5"0 AB
8
@ 48"O.C.
P2
3505
�"CDX
PLYWOOD
8d @4"O.C.
16d @4"O.C.
LPT4 @16"O.C.
16d @4"O.C.
J"O AB
@ 32"O.C.
P3
4005
15"CDX
32
PLYWOOD
8d @3"O.C.
16d @3 " 0. C.
LPT4 @12"O.C.
16d @3"O.C.
51,
8 0 AB
@ 16"O.C.
NOTES:
1. BLOCK EDGES WITH 2X LAID FLAT AND NAIL TO INTERMEDIATE SUPPORTS WITH 8d @12"O.C.
2. 8d NAILS SHALL BE 0.131"0 X 21"(COMMON)
2
10d NAILS SHALL BE 0.148"0 X 3"(COMMON)
16d NAILS SHALL BE 0.135"0 X 31"(BOX)
2
3. EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR
BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3"X3"XO.229" PLATE WASHERS.
4. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND END STUDS
SHALL RECEIVE PANEL EDGE NAILING.
5. MINIMUM TWO 2X BASE PLATES OR ONE 3X BASE PLATE ARE REQUIRED.
Holdown calculations:
Holdown type
Design shearwall strength
Wall height
Reqd HD
wood to
concrete
floor to
floor
Mark
(lbs/ft)
(feet)
(Ibs)
P1
240
8
1920
STHD10
MSTA49
P1
240
1 91
21601STHD10
MST37
P1
240
1 101
24001STHD14/HHT4
MST48
P2
350
8
2800
STHD14
MST37
P2
350
9
3150
STHD14/HTT4
MST48
P2
350
10
3500
STHD14/HTT4
MST48
Notes:
1 - 6" min.
stem wall
2 - Reference table:
Holdown/tie
allowable
STHD10
2295 LBS
STHD14
3500 LBS
MSTA49
2020 LBS
MST37
2345 LBS
MST48
3640 LBS
HTT4
3830 LBS
HTT5
4375 LBS
16" or less Clear span of floor to floor
16" or less Clear span of floor to floor
16" or less Clear span of floor to floor
C.I.P / DRILL & EPDXY
C.I.P / DRILL & EPDXY
HomeTech
-ibrasin*sd"...
Gravity load design:
Floor joist calculations:
16-FT SPAN
21 -FT SPAN
Beam calculations:
MAX 16-FT SPAN HEADER
Figure 1
4946 131 st Place Southeast, Bellevue, WA 98006
Tel: (206) 778 2431
E-mail: hometechwa@yahoo.com
FLOOR JOIST
May 15, 2018 THE ZHAO RESIDENCE
Beam ID/Location 2ND FLOOR, 16- SPAN
Span, ft 16 (clear simple supported span)
beam size 2X12 11.25 H, in 1.5 B, in
E, psi 1.10E+06
1, in' 177.98
S, in' 31.64
self wt, lb/If 5.27
Design loads:
uniform dead, psf 20
uniform live, psf 40
Dist to bearing on Left, ft 1.33
Dist to bearing on Right, ft 1.33
uniform dead load abv, lb/ft 0 (include wall/roof load)
uniform live load abv, lb/ft 0 (Include roof load)
Distributed line DL, lb/If
26.6
Distributed line UL, lb/If
53.2
Compute Max M, lb-ft
Allowable M,
M,elf
168.8
Fb, psi 850 HF#2
MDL
851.2
Mallow 26894.53 lb -in
MUL
1702.4
2241.211 lb-ft
Total, M
2722.4
1.25xMallo, 2801.514
Total bearing at support, R, lb
638.4
Compute Max deflection, inch
clself
0.0
L/d 4834
dDL
0.2
L/d 958
dUL
0.4
L/d 479
Page #4
Simple supported beam
May20,2018 THE ZHAO RESIDENCE
Beam ID/Location BMJ2-1-21FT: 2ND FLOOR JOIST 40 PSF UL
Net Span, ft
21
beam size, BxH
3.125X9 3.125 9
E, psi
1.80E+06
duration, CID
1.15
repetitive, Cr
1.15
1, in'
189.84
S, in'
42.19
self wt, lb/If
9
Design loads:
uniform dead, psf
20
uniform live, psf
40
Dist to bearing on Left, ft
1.6
Dist to bearing on Right, ft
1.6
uniform dead load abv, lb/ft
0 (wall above)
uniform live load abv, lb/ft
0 (no roof load)
Distributed line DL, lb/If
32
Distributed line UL, lb/If
64
Compute Max M, lb-ft
Allowable M,
Mself
484.5 Fb, psi 2400
MDL
1764.0 Mallow 101250 lb -in
MUL
3528.0 8437.5 lb-ft
Total, M
5776.5 <Mallow= 11158.59 lb-ft
Total bearing at support, R, lb
1008 w/ Adjustment factors
Compute Max deflection, inch
clself 0.1 L/d 2239
dDL 0.4 L/d 615
dUL 0.8 L/d 307
FUSE 3.125"X9" GLB AT 19.2" O.C. I
Page #4
Simple supported beam
May 20,2018 THE ZHAO RESIDENCE
Beam ID/Location HDR2-1-16FT: 2ND FLOOR HDR 40 PSF UL
Net Span, ft
16
beam size, BxH 3.5X10.5
3.5 10.5
E, psi
1.80E+06
duration, CD
1.15
repetitive, Cr
1.15
1, in 4
337.64
S, in'
64.31
self wt, lb/If
11
Design loads:
uniform dead, psf
20
uniform live, psf
40
Dist to bearing on Left, ft
10.5
Dist to bearing on Right, ft
0
uniform dead load abv, lb/ft
0 (wa I I above)
uniform live load abv, lb/ft
0 (no roof load)
Distributed line DL, lb/If
105
Distributed line UL, lb/If
210
Compute Max M, lb-ft
Allowable M,
Mself
367.5 Fb, psi 2400
MDL
3360.0 Mallow 154350 lb -in
MUL
6720.0 12862.5 lb-ft
Tota I, M
10447.5 <Mallow= 17010.66 lb-ft
Total bearing at support, R, lb
2520 w/ Adjustment factors
Compute Max deflection, inch
clself 0.0 L/d 6891
dDL 0.3 L/d 754
dUL 0.5 L/d 377
USE 3.5"X10.5" GLB I
2
BM FIGURE 1
ROOF
ROOF POINT
2X 1OPT. DECKJOIST@ 16-O.C.
2 x! I0 HF#2 914.:C7
3.SX10.5 GLB
HDR24
� 0,
.5 GLB
3 SX10.5 GLB
HDR2-1
HDR2-1
6X6 POS�� 6X6 POST
FRAMING PLAN - 2ND FLR & WALL BELOW
SCALE: 1 /4"- 1 '-0"
'12C. I S91i
CITY OF EDMONDS--BUILDING DEPARTMENT
1215 1h Ave N - Edmonds, WA 98020 - (425) 771-0220
SINGLE FAMILY PRE -CONSTRUCTION MEETING REQUIREMENTS
For Developers/General Contractors
PERMIT NUMBER: _81t12VI q — 0 310
PROJECTADDRESS: Z-7,9
CONTRACTOR
OFFICEPHONE:(2 JOB PHONE:
�_ZA
SITE SUPERINTENDENT:
BUILDING DEPARTMENT MAIN LINE:
BUILDING OFFICIAL:
BUILDING INSPECTOR
PLANS EXAMINER:
PUBLIC WORKS:
FIRE DEPARTMENT
GENERAL:
(425) 771-0220
Leif Bjorback x1380
Milton Thompson (425) 754-6345 (cell)
Eric Carter
Donovan Akau
(425)771 —0235
(425) 771 - 0213
(425) 361-5688 (cell)
x 1256
ITEMS OF UNDERSTANDING
1. All required permits shall be approved and paid for. This includes building, plumbing
(including building irrigation and sprinkler systems), mechanical and electrical (State
Department of Labor and Industries). Shorelines, fisheries, flood hazard permits, etc., to be
applied for and approved as applicable.
Prior to start of work, the general contractor shall obtain a City of Edmonds business license,
and shall post on site for inspector verification.
(V,QC- Address must be posted and clearly visible from street.
1�0 @
SC,4NNED
NOV 0 � Zola
�Vl -
4. The General Contractor shall have a project representative available to City Inspectors at all
times. This person shall be authorized to make decisions necessary to conduct day-to-day
construction activities.
/5 Construction Hours- Sound or noise originating from construction sites as a result of
construction activity are exempt from noise limits during the hours of 7:00 AM to 6-00 PM on
weekdays and 10:00 AM to 6:00 PIVI on Saturdays. NO NOISE -GENERATING WORK
ALLOWED ON SUNDAYS OR FEDERAL HOLIDAYS.
/6. Fire hydrants must be accessible at all times. No combustible framing allowed prior to
installation of on -site operable hydrant or existing fire hydrant. Any such hydrant must be
within 300' of any portion of the building.
City approved permit and drawings shall be available to the City inspector at all times during
a requested inspection. Plans shall be located in a dry environment.
V8. All other applicable permits and documents shall be on site for inspector's review (irrigation,
electrical, geotechnical reports, etc.)
_'X9. Revisions to plans shall be submitted to the Building Department for approval. Allow
reasonable timing for approval of changes. Structural changes will not be reviewed or
approved out in the field.
/10. Sanitation facilities shall be provided on site p[[q[ to any construction. This includes any
ground breaking or clearing and grading.
1', 1. Access to neighboring properties must be maintained at all times, including times when
materials are delivered.
12 Contractor is responsible for providing a wash -down area on site. At no time shall any
7construction vehicle wash down into the City storm system. The general contractor will be
required to pay for all costs associated with the cleaning and pumping out of storm systems
that are contaminated with construction wash off material. All of our storm systems drain into
environmentally sensitive areas.
0. Clearing and grading shall be only as shown on the approved plan for the project.
INSPECTIONS:
I . Inspection requests may be made online through the City's website at www.edmondswa.gov
Once there, select Services, then Permits, then Online Permit Info, then follow prompts. In
the event of no internet access, you may need to schedule your building inspection by
phone; please call the Building Department main line during business hours to schedule with
a receptionist. (425) 771-0220
To access inspection results, you may use the following link:
https:Hpermits.edmonds.wa.us/citizen/Intro.aspx?CONID=PT-LIVE or go to the
Development Services Department on the City of Edmonds web site at
vAvw.edmondswa.gov.
2. Call for cancellation of inspections. You may call the Building Department main line at (425)
771 -0220, or try the inspector's direct line. Please leave your cancellation request with a
live person to ensure the message is received. Requests left on voice mail will not be
accepted.
3. A re -inspection fee of $100 may be charged when an inspection is requested and the plans
and permit are not on site, when corrections previously identified have not been addressed,
or when work to be inspected is not ready for inspection.
4. At time of footing inspection, the property lines must be marked with string lines or provide
the building inspector with a copy of the building setback approval letter from a licensed
surveyor.
5. All embedded hold-down straps and anchor bolts for hold-downs shall be fastened to
formwork prior to foundation inspection. No wet setting is allowed except.for standard
anchor bolts.
6. Projects with crawl spaces are requested to call the City for 1 It Floor Framing inspection
prior to installation of the sub floor. Failure to call for inspection prior to covering will result in
removal of the sub floor before the inspection will take place.
7. Call for roof and exterior wall nailing inspections prior to cover. Failure to do so will result in
part or all of the finished material being removed. These are required inspections. Please
provide a ladder and suitable access to the roof top. Do not stock roofing materials on the
roof until it has been inspected.
8. Prior to framing inspection, electrical must be signed off by L&I, and, especially on large
projects, the plumbing, gas and mechanical rough -ins must be previously inspected.
9. Prior to framing inspection, the house must be dried in with a minimum of roofing, windows
and siding paper installed.
10. At or before framing inspection, please request a height check inspection. This is a required
inspection for most projects. Check the approved plans for the required method of
verification.
11. Special inspections shall be called for by the contractor as required by the approved
drawings. This is the contractor's responsibility. Special inspector's sign -off card shall be
located on site for building inspector's review. To avoid time delays and/or possible removal
of future work due to failed test results, a copy of special inspector reports and lab results
shall be delivered to the City of Edmonds Building Department as soon as possible, but no
later than one week after the inspection has occurred. In the event of any special test not
meeting the approved design requirements, it shall be the responsibility of the general
contractor to immediately notify the Building Department and the design engineer. Please
be advised that the City requires the inspection agency, as well as their inspectors, to be
WABO (Washington Association of Building Officials) certified.
12. Special inspections do not alleviate the need for City inspections. Please schedule an
inspection with the city whether or not there will be a special inspection occurring.
13. Final Building Department approval may be given only after all other City departments and
L&I Electrical have given final approval.
COMMUNICATION
Please contact the City if you have questions before they become a problem. Our goal is to
help you complete your project in a timely manner.
CONTRACTOR'S STATEMENT:
I have met with the City of Edmonds during a preconstruction meeting, and I acknowledge that I
have reviewed and understand the above noted conditions.
i lq�- C)V^'V-4
Name Title
� 11� /
Date
4Staff
MAG NAIL 0.35' DEEP IN HOLE
m
cn
pAjN-TE-g WHITE - - - - 42 - -oRo
SUNSET (FRONT ST)
BASIS OF BEARING S 29-10'34- W 419.70-
ASPH. '�-PAINTED YELLOW
- - - - - - - - - - I- W- - - - cup
W
72.96'
4.6.R6'
-44 �9.96' PR -11
GRASS GRASS 60' PLAT
EXISTING LOT UNE 7-0
-46-
AREA
5636 SQ. FT. 4"
ch "i
/M
p 4 ........
5.50'
io UNE OF
SIDE YARD
m lc� 5.00' -PUPETUAL EASEMENT
TOTAL LOT 8 1
HOUSE HOUSE
AREA 7,195 SO. FT. #228 0232
ESMT AREA 1,559 1' 1 A
11.43' - 5 . 41' 3.3' CONIC. WALK
EAVES m
c: FF-48.52 w
Jil
VOL I PO 26 E VIES p
BLOCK 11 g
11 46-3 A
45,5 GRASS
LOT 1 0 zo >
LO
T LOT
45,6 -46 �ONC. 7
GRASS AREA
M3 LOT 7 7,195
SET MAG NAIL 4ZO SQ. FT.
2' OFFSET EXT. � - GRAV. EARA.j WOOD FENCE (TYP.)
W/WASHER LS 29539
ELEV. 45.42 4 00' 59.98' MEAS,
44,96 0) 45,15 45�39 4&
S S ASPH. ALLEY WAY
0
z
0
0
30'
LOT LOT LOT
4
GRAPHIC SCALE 2 NO ST
20 0 10 2 0 4 0 80
SIR 524 - 3RD ST ( IN FEET )
1 INCH= 20 Fr. -
SIR 524 -T 3 RD ST
EQUIPMENT AND PROCEDURES
LAND SURVEYORS CERTIFICATE
ALL MEASUREMENTS WERE MADE V41TH AN ELECTRONIC THEODOLITE WITH A ONE
SECOND HORIZONTAL AND VERTICAL DISPLAY.AND MANUFACTURES STANDARD
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
POINTING DEVIATON OF THREE SECONDS AND AN ELECTRONIC DISTANCE
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING
MEASUREMENT DEVICE WITH A STANDARD DEVIATION OF 3MM± 3PPM
ACT AT THE REQUEST.OF XUAN QIN IN JANUARY, 2019
FIELD TRAVERSE METHOD IN COMPLIANCE WITH W.A.C. 332-130-090
ALL POINTS INDICATED FOUND WERE VISITED IN 1-2019 UNLESS OTHERWISE
NOTED.
,TE NO. 29539
REVISIONS GENERAL NOTES ISURVEYED By RGG I
LEGAL DESCRIPTION:
LOT 8
LOT 8, BLOCK 11, PLAT OF EDMONDS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 1, PAGE 26 AND 27, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
SUBJECT TO 15' SIDE YARD EASEMENT AS SHOWN.
SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, RESTRICTIONS, RESERVATIONS,
AND RIGHTS OF RECORD IF ANY.
LEGEND
0 MAG NAIL W/WASHER LS29539 AT 2.00' OFFSET TO CORNER OR AS NOTED
�9 MONUMENT IN CASE
SET 1/2" X 24 _ REBAR NTH CAP LS 29539
E ELECTRIC METER / VAULT
-6- FIRE HYDRANT
a GAS METER
SIGN
UTILITY POLE WITH LIGHT & DROP
IB WATER METER
ASPH ASPHALT
CALC CALCULATED
cW CONCRETE WALK
DW DRIVEWAY
G GAS
OHP _- OVERHEAD_POWER
s SEWER
W WATER
-77777-v BUILDING LINE
--------- EASEMENTS
PROPERTY LINE
hl hl # WOODIFENCE
DECIDUOUS OR ORNAMENTAL EVERGREEN TREE
TRUE EXTENT OF CANOPY NOT SHOWN
CONIFEROUS TREE
TRUE EXTENT OF CANOPY NOT SHOWN
RESUB
SEP 0 6 2019
CITY COPY
BUILDING DEPARTMEN
.Ty OF EDMONDS
r
AUDITORS CERTIFICATE
FILED FOR RECORD THIS DAY OF -
2019 AT
I A UNDER AUDITORS FILE NUMBER
AT
THE REQUEST OF R.G.GREENE
COUNTY AUDITOR BY DEPUTY AUDITOR
GREENE LAND SURVEYING
PLAT OF SURVEY
2019.05
7408 164TH ST Srl
A
FOR
DRAWING NO.
LYNNWOOD, 17A. 98087
HANYUAN ZHAO & XUAN QlN
1905
20'
PHONE (206) 498-0979
SHEET OF
1 1
NTA-C
PTN: N.E. 1/4 S.E. 1/4, SEC. 23, T 27 N, R 3 E, W.M.
GENERAL NOTE5
BUILDING CODE: 2015 INTERNATIONAL BLDG. CODE eiBC), AND BY REFERENCE WHERE APPLICA13LE
THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRI-) AS AMENDED BY LOCAL JURISDICTION.
ROOF LIVE LOAD 20 F-6F (SNOW)
ROOF DEAD LOAD 15 PSIF
F1_0qEELLIVF LOAD 40 F`SF (REDUCIBLE)
A0FR-1VE_ L
WIND LOAD = 120 MPH WIND SPEED, EXPOSURE 'C' PER 15C
SOIL SITE CLAS5 'DI'
CONSTRUCTION TYPE; V5
0 U IN GR I R_
95ftttf::)
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION.
IT If, THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS ANC/OR DISCREPANCIES
TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK DIMENSIONS TAKE PRECEDIENT OVER SCALED DRAWINGS.
DEFERRED 5UBMITTAL ITEM5
THE FOLLOWING 16 A LIST OF ITEMS THAT AFIZ NOT INCLUDED IN TH15 PLAN AND SHOULD BE
PROVIDED BY T14E BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM
Al-TrFa-4ATIVE I -JOBT/BEAM MANUFAOTLIRIER PLANS.
MANUFACTURED TRUSS DESIGNS AND LAYOUTS
HVAC; BY5TEM6 DE51GN
ELECTFRICAL PLAN5 4 SPEGIFIGATION5 (IF REQUIRED)
51TE UJOIRK
GENERAL
UNLIESS A SOILS INVESTIGATION BY A QUALIFIED S011_6 ENGINEER 15 PROVIDED,
FOUNDATION DESIGN 16 BASED ONAN ASSUMED AVERAGE SOIL BEARING, OF 1500 PSF
EXTERIOR FOOTINGS SHALL BEAR 16' (MINIMUM) BELOW FINISHED GRADE. ALL 1:00TINGS
TO BEAR ON FIRM UNDISTURBED EARTH 15ELOW ORGANIC SURFACE SOILS. BACKFILL TO
BE THOROW.HLY COMPACTED.
BOLT HEADS AND NUTS 5EARIW3 AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE UUA$I4EFz6.
WOOD BEARING ON OR INSTALLED WITHIN I' OF MASONRY OR CONCRETE TO BE PRESSURE
TREATED WITH AN APPROVED PRESERVATIVE.
FOUNDATION SILL BOLTS TO BE 55/8' DIAMETER AT O�C� UN.O. WITH MIN. 71' EMBEDMENT
METAL FRAMING CONNECTOR6 TO BE MANUFACTURED BY SIMPSON STR04-TIE OR U5P STRUCTURAL CONNECTORS
GENERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF NRC TABLE IR6023(l)
GYPSUM WALL BOARD AT INTERIOR WALL& TO BE PA57ENEP ACCORDIW. TO TABLE R1023E,
ALL WOOD IN CONTACT WIT14 CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF
PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
PER IRC 311.3, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
BE OF HOT-DIPKD GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER
,S' MIN. CLEARANCE BETWEEN WOOD AND EARTH.
12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.
15' MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.
FASTENER5
ALL NAILS SPECIFIED ON THIS PLAIN 514ALL BE COMMON OR GA-VANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND
LENGTH L15TED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDW
Sol COMMON (0.131- DIA, 2-1/2' LENGTH), 5d 13OX (0.113- DIA, 2-1/2' LOW.), 10.1 COMMON (0.145- CIA, 3- LOW.)
10cl BOX (0.128'01A, 3' LENGTH), lbol CDMMON (0.162- DIA 3-1/2' LONG), W 1 SINKER (0.145 DIA 3-1/4' LONG)
5d COOLER (0.056'DIA, 1-5/5' LOW. ), 6d COOLER (0092- CIA, 1-1/a' LONG)
LUM15ER GPADE6
FRAMING LUMBER SHALL CONt-LY WITH THE LATEST EDITION OF THE GFP_4lDINGF
RULE5 OF THE WESTERN f-RODUCTS, ASSOCIATION OR THE WEST COST LUM15ER
INBI-ECTION BUREAU. ALL SAWN LUMBER SHALL BE 5TAMf-r=r-> WITH THE GRADE
MARK OF AN Af-f-ROVED, LUMBER GRADING AGENCY AND SHALL HAVE THE
FOLLOWING UNADJUSTED DESIGN MINIMUM f-R0F=`EF_TIM5:
JOISTSi WOOD TY E;
2X4 I -IF �2 - Fb=650 psi, FY=150 psi, FC=1300 psi, E=1300000pst
2X& OR LAF;?X.ER
I-F -2 - FL-550 psl, P-150 psi, FC=1300 Psi, E=1300000pal
BEAM
4X
DF-L -2 Fb-1500 p.1, r-180 P.1, F..1350 P.1, E.1600000psf
&X OR L,4fP/-I=-R
DF-L -2 F-615 psi, P-110 P.T, F-600 p.1, r-1300000P.1
STUnS
2X4
HF -2 - Fb.S50 psl, PVcI50 p.1, F-1300 p.1, E=1300OWpol
2X6, OR LARGER
DF -2 F10=SW psi, FV2180 psi, FC=1350 P.1, E.160woopsl
F-05TS
4X4
HIF 02 Fbz515 psi, FY=140 psi, Fc-515 psl, E=1100000psi
4Xro OR LARGER
HIF -2 Fb=515 psi, FY=140 psi, Fa=515 pel, E=1100000pel
r.X6 OR LARe-ER
DF-L -1 - P-1200 PSI, FV=110 psl, P-10M pet, E=1600VOOpsl
GLUED -LAMINATED 5EAM (GLE)
SPAILL BE 24F-V4 FOR SINGLE SPAN5 4 24F-V6 FOR CONTINUOU5 OR CIANITILIEVIER SPANS
WITH THE FOLLOWING MINIMUM PROPERTIES:
Fb = 2,400 FBI, F, = 165 F-51, F. = 9,50 F-61 (FEERFIENDICULAR), r z 1,500,000 1-51.
ENGINEERED WOOD 5EAM5 AND I -JOIST
CONTRACTOR 6HALL SUBMIT SHOP DRAWINGS AND SPECIFICATION5 FOR APPROVAL BY
BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST
Ir-r- EVALUATION REPORT.
BEAMS DESIGNATED AS 'F-Sl_' SHALL HAVE THE MINIMUM PROPERTIF=e�
Fb = 2,eOO F-51, P, = 2SO FBI, F- = -150 F-51 ePERPENDICULAR), E z 2;000,000 F5L
BEAMS DESIGNATED .46, *LVL' SHALL HAVE THE MINIMUM FROF-ERTEe:
rb = 2,600 F-51, Fv = 28E, F51, F. = -IS0 FBI (f-ERFENDIGULAR), r= = ISOO,000 PSI.
BEAMS DESIGNATED 45 "L5L" SHALL PAVE THE MINIMUM f-ROPEIRTEe:
Fc, = 1,100 F>61, F, = 400 F51, F. = r,00 f-el (PERPENDICULAR), E = 1,300,000 Pei.
CALCULATIONS, SHALL INCLUDE DEFLEr-TION AND CAMBER REQUIREMENTS.
DEFLECTION SHALL BE LIMTED A5 FOLLCUJS�
FL001R LIVE L04D MAXIMUM = L/450, FLOOR TOTAL LOAD MAXIMUM = L/240.
WINDOW IN51-ALL-41TI
WINDOWS 614ALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION
INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS $HALL 13E PROVIDED 13Y T14E MANUFACTURER FOR EAC14
WINDOW.
CARPENTRY (GONTIN�E )
PREFABRICATED WOOD TRU55E5:
PREFABRICATED WOOD TRUSSES $HALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE
LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN T14E GENERAL NOTES. TRUSSES SWALL BE DESIGNED
4 STAMPED BY A FEGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM T140SE DESIGNS.
NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS 50TTOM CHORD WITH AN APPROVED
FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS 50TTON C440RD WILL NOT BEAR ON THE WALL
ALL PERMANENT TRUES MEMBER BRACING, SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS.
ROOFAUALLIFLOOR 54EATHING
TYPICAL. WALL 4 ROOF 51" THEIRWISE SPECIFIED.
MINIMUM "LING SHALL BE Approved set of plans must be on site at the time of ) UNI.O. ON SHEARWALL
SCHEDULE. SPAN INDEX e inspection. Failure to provide the approved set may WEATHING SHALL BE
3/4'T* SHEATHING, UNLE� result in a re -inspection fee. System drain(s) required at : COMMOM AT 6' O.C.
0 PANEL EIDGE6 AND 12'O.C. IN riser and must drain to the exterior. If riser is above 5GER END LAF85 AT ROOF
AND FLOOR SHEATHING. lowest grade, 2nd drain required and signage at riser
indicating location. Flow Through systems require
signage IAW NFPA 13D. Coverage required to the
following areas:
Clothes closets, linen closets and pantries exceeding �4 lk' W �0%
square feet in area, with the smallest dimension great
the 3' and having wall and ceiling surfaces of gypi
board Bathrooms more than 55 square feet in arc
When'fuel fired equipment is present on covered
ut
or porches, at least one quick -response intermediate
temperature sprinkler shall be installed above the
equipment.
All fuel fired appliances, except attics if above all living
areas.
INMATION AND MOISTURE PROTECTION
GENERAL
MAINTAIN 1" CLEAFRANC-E ABOVE INSULATION FOR FREE AIR FLOW.
IN5ULATION BAFFLES TO EXTENC> 6' AE50VE BATT INSULATION
INSULATION BAFFLES TO EXTEND 12' ABOVE LOOSE FILL INSULATION
INSULATE BEHIND TUBS/SHOWERS, F-ARTITION5 AND CORNIER5
FACE-STAI-LIE FACIED BATT5
FRICTION -FIT UNFACED BATT5
USE 4 MIL F'OLY VAF`0FR FRETAITREDEIR AT EXTERIOR WALLS
R-10 INSULATION UNDER ELECTRIC WATER HEATERS.
IN6ULATION MATERIAL
INSULATION MATERIAL, INCLUDIN6, FACING$, SUCH AS VAPOR RETARDERS OR VAPOR PEWEA5LE
MEMBRANES INSTALLED WITHIN FILOOR-CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL
ASSEMBLIES, CRAWL SPACES, AND ATTICB $HALL HAVE A FLAME -SPREAD INDEX NOT TO
EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 W14EN
TESTED IN ACCORDANCE WITH ASTM E a4
1. =IONB,
MATERIAL ARE N6TALLED IN CONCEALED WACES, T14E FLAME-5FREAD AND SMOKE-DEVELOPEMENT
LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING 1.9 INSTALLED
IN SUBSTANTIAL CCNTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH.
2. CELLULOSE LOOSE -FILL INSULATION, WHICH 16 NOT SPRAY APPLIED, CIONFLYINa
WITH THE REQUIREMENTS OF IRC R3021103, $14ALL ONLY BE REQUIRED TO MEET THE 5MOKE-DEVELOPED
INDEX Or NOT MORE T14AN 450.
INFILTRATION CONTROL
EXTERIOR JOINTS AROUND WINDOW$ AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALL$
AMC) ALL SIMILAR OPENINGS SHALL 13E SEALED, CAULKED, GA6KETED OR WEATHERSTRIPPE) TO LIMIT AIR LEAKAGE.
VAPOR EARRIER5 / GROUND COVERS
,AN AF`PROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN
ENCLOG5D CEILING SPACES AND AT EXTERIOR WALL$.
A GRMND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE
LAID OVER THE GROUND IN ALL CRAWL SF'ACES. THE GROUND COVER SHALL BE
OVERLAPPED ONE FOOT AT EACH JOINT AND B4ALL EXTEND TO THE FOUNDATION WALL.
WALL FLASHING
APPROVED CORROISION-IRE51STAINT FLASHING $14ALL BE PROVIDED IN THE EXTERIOR
WALL ENVIELOPIE IN SUCH A MANNER AS TO PREVENT ENTRY Or WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS,
THE FLASHING $HALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED
TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSIONHRESSTANT
PLA51AINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1, AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF,
EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8'
(28 m.) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING
COFNERS, 000 NOT REQUIRE ADDITIONAL FLASHINGi JAMB FLASHING MAY AL60 [BE
OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.
2, AT THE INTERSIECTION OF CHIMNEYS OR OTHER MA50NRY CONSTRUCTION WITH FRAME
OR STUCCO WALLS, WITH PROJECTING LIPS ON 50TH SIDES UNDER STUCCO OPENINaB
3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COFFINGS AND SIILLS�
4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM.
S� WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY
OF WOOD CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
1. AT BUILT-IN GUTTERS,
FOUNDATION WATERFIROOFING 4 DAMFROOPING
DAMPROOFING
EXCEPT WHERE REQUIRED BY SEC. P4062 TO BE WATERFROOFIED, FOUNDATION LUALLS THAT RETAIN EARTH OR
ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPRCOFE�) FROM THE TOP OF THE FOOTING
TO T14E FINISHED GRADE. MASONRY WAL0 SHALL HAVE NOT LASS THAN J' PORTLAND CEMENT PARSING APPLIED
TO THE EXTERIOR Or THE WALL, PARSIN6. SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING.
` BITUMINOUS COATING
�. 3 POUNDS PER Sa YD� OF ACRYLIC MODIFIED CEMENT
3� J' COAT OF SURFACE 5ONDIW. CEMENT O�MPILYW. WIT14 ASTIN C 881
4. ANY MATERIAL APPROVED FOR WATERPFOORIWG IN SEC. R4ft.2
6. OTHER APPROVED METHODS OR MATERIALS.
EXCEPTION: PAFV.IW. OF UNIT MA60NRY WALU5 16 NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR
DIRECT APPLICATION TO THE MASONRY.
FOUNDATION WATERPROOFING
4 DAMFROOFING (CONTINUED)
WATERPROOHNG
IN AREAS WHERE 14IGH WATER TA13LE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR
FOUNDATION WALLS TWAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOOR$ BELOW GRADE 614ALL BE
WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE, WALLS SHALL BE WATERPROOFED IN
ACCORDANCE WITH 011112 OF THE FOLLOWING.
1. 2-PLY 40T MOPPED FELT
2.55 POUND ROOF ROLLIWG
3. 6-MIL POLYVINYL CHLORIDE
4.6-MIL POLYETHYLENE
5.40-MIL POLYMIER-MOPIFIED ASPHALT
6. 60-MIL FLEX15LE POLYMER CEMENT
1. J'CEMENT-5ASEID, FIBER-REINFORr-ED, WATERPROOF COATING
&. 60-MIL SOLVANT-FIREE, LIQUID -APPLIED SYNT14ETIC W135ER
EXCEPTION: OR' 3ANIC-$OLVANT-I3ASED PRODUCTS SUCH AS HYDROCAR50116, CHLORINATED HYDROCARBONS,
KETONS AND ESTERS SHALL NOT BE USED FOR ICF WALL$ WIT14 EXPANDED POLYSTYRENE FOAM MATERIAL. USE
OF PLASTIC P400FING CEMENT5, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PAF�Gme TO
SEAL la WALL5 IS PERMITTED. COLD-5ETTING ASPHALT OR 140T ASPHALT $14ALL CONFORM To TYPE c OF ASTM
D 44t� HOT ASPHALT WALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG, F.
ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND 6EAUED WITH AN APHE51VE COMPATIBLE
WITH T14E MEMBRANE.
DOOR5, WINDOW5 AND 5KYLIGHT5
GENERAL
ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE.
BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 51 5a FT.
WITH MINIMUM NET CLEAR OPENING WIDTH OF 20'ANE) MINIMUM NET CLEAR OPENING HEIGHT OF 24'.
FINISHED SILL 14EIG14T SRAU_ 13E MAXIMLM 44' ABOVE FLOOR MEASURED FROM NE FINISHED FLOOR TO T14E BOTTOM OF THE CLEAR OPENIN6,
WINDOW FLASHING TO BE FASTENED PER IRC: CODE 103.5
WINDOW GUARD$ AIRE REQUIRED PER IRC 312.2
SAFETY GLAZING SMALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION P30el.4
5Ir_>E HINGED rDOORS, EXCEPT JALCUSIES
SLIDING GLASS 000IRS, AND PANELS IN SLIDING 4 BI-FOLD CLOSET DOOR ASSEMBLIES
or A DOOR IN THE CLOSED POSITION $ BOTTOM EDGE 15 LESS THAN 60* A50VE
1, SHOWER AND BATH TUB, HOT TUB, WHIRLF-OOL, SAUNA, STEAM ENCLOSURES
2. GLAZINr, UJI THE rXF05ED rPGF WITHIN A 24' ARC: Or FITHrFR VERTICAL EDGE:
3. 5TORM DOORE,
4� THE WALKING SURFACE
5, GLAZING GREATER THAN S S.r- AND LESS THAN 15" A50VE FIN15HED FLOOR
&. GLAZING IN GU4IRl:)RAILS
'j. GLAZING LESS THAN 10" AE!,0Vr= FINISHED FL00lR
5. STAIRS AND RAMPS ADJACENT WHERE THE 50TTOM EXPOSED EDGE OF THE GLAZING 15 LE65
THAN 36' A50VE THE PLANE OF ADJACENT WALKWAY, SURFACE Or STAIRWAYS LANDINGS BETWEEN
FLIGHTS OF STAIRS AND RAMPS $HALL BE CONSIDER A HAZARDOUS LOCATION. PER IRC R30a.4f,
ALL WORK SUBJECT
in Tnectricall Permit frOm TO FIELD
& Industries
INSPECTION FOR
MECHANIGA
HEATING EQUIPMENT
ALL UJAR11-AIR FURNACES SHALL BE LISTED AND LABELED BY AN Af-PRovro AGENCY AND
11,15TALLED TO LISTED SF-ECIFIC-ATION6.
NO UJARM-AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED
AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY
THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNAGE, ENCLOSED FURNACE5
AN ELECTRIC HEATING FURNAC-E5.
LIQUEFIED PETROLEUM G,45-5URNING AFFLIANCE6 SHALL NOT BE INSTALLED IN A PIT,
BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT.
APPLIANCES 60 FUELED $1-11ALL NOT BE INSTALLED IN AN A50VE GRACE UNDER FLOOR
51-ACE OR 15ASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS
FOR REMOVAL OF UNE3URNED GA6.
HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW,
SIFFAR' , OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS NHALL BE INSTALLED WITH
THE PILOTS AND IBUFNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 15 INCHES
A50VE THE FLOOR LEVEL.
VENTILATION: E20URCE 8FEGIrIC EXHAUST ��ENT 4 FAN EFFC[ENCY
REQUIRED IN EACH KITCHEN, DATHRXM, WATER CL05ET COMPARTMENT, LANDRY ROOM, INDOOR 8WIM11W. POOL, SPA AND OT14ER
ROOMS LL44ERE WATER VAPOR OR COMM ODOR 15 PRODUCED. (IRC M 1501.4.) FAN EFFICIENCY F" WAC5141R-TABLE R403-4.1
MINIM 5OUKE SPECIFIC VENTILATIGN CAPACITY RE01REMENT5;
BATHROOM - UTILITY ROOMS
KITCHENS
IN -LINE FAN
INTERMITTENTLY OPERATING
50 CFM
_1��O CFM
CONTINUOUS OPERATIONS
20 -CFM
25 _CFM
AIR FLOW RATE MINIMUM (CM)
10
ec
ANY
ANY
MINIMUM EFFICACY (CRIAVATT)
1
1.4 CFM/WATT
2.8 CFMAUATT
2.5 CRM/WATT
AIR FLOW RATE MAXIMUM (CM)
So
ANY
ANY
ANY
MY=KT �A� I C,�NT 15UIL-T �,HIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE 5W GAS
VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF: ITS LISTING,
MFR'S, INSTALLATION NeTRUCTIONS, AND AF-F-LICABLE CODE REOUIREMENTS.
A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST
POINT WHERE THE VENT PASSES THROUGH THE ROOF Or THE BUILDING AND AT LEAST
2' HIGHER THAN ANY PORTION OF T14E BUILDING WITHIN 10' OF THE VENT.
INTEGRATED WHOLE HOUSE VENT 5YSTE
INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM.
USING A SUPPLY FAN W1 MANUAL 4 MOTORIZED DAMPER.
PAN TIMER EXTEFNALLY LOCATED ON THE SIDE Or FUWACE OIR GARAGE WALL.
220 CFM REQUIRED W/ A RUN TIME OF 5 HFZS. MIN.
FAN MUST OPERATE AT LEAST ONCE EVERY THREE
HOURS 50 VENTILATION EFFECTIVENESS CAN BE IZ
S' SMOOTH WALL PIPE
(OPERATION DE_' 5CRIPTION TO BE PROVIDED PER M150-13)
SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED
DUCT LEAKAGE TE5TING:
DUCTS SHALL BE LEAK TESTED IN
ACCORDANCE LUITH RS-33, USING THE MAXIMUM DUCT LEAKAGE
RATES SPECIFIED IN 201r WSEC. R4033,3
13UIL21NG AIR LEAKAGE TESTING 2015 W6EG SEC� 402.4.12
R402.412 TESTING. 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 13E CONDUCTED WIT14
A BLOWER DOOR AT A PRESSURE OF 02 INCHES WG. (50 PASCAL$). U44ERE REQUIRED BY THE CODE
OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF T14E
RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO T14E
CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF
THE BUILDING THERMAL ENVELOPE. ONCE V15UAL
INSPECTION WAS CONFIRMED SEALING (SEE TABLE R402.4.11) OPERABLE WINDOM AND DOORS
MANUFACTURED BY SMALL
BUSINESS SHALL BE PERMITTED TO BE SEALED OPP AT THE FRAME PRIOR TO T14E TEST
2015 IJA5HINGTON STATE ENERGY CODE - TABLE 402.1.1
INSULATION AND FENESTRATION REOUIRMENT BY COMPONET
CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS
FENESTRATION U-PACTOR
CEILING
WALL
A50VE GRADE
WALL
BELOW GRADE
MASS WALL
FLOOR
6LA5 ON
GRADE
VERTICAL
OVERHEAD
030
0.50
R-4S
R-21
R-10/15/21
R-21/21H
R-30
R-10
T5
2'
TEMPERATURE CONTROL
THE PRIMARY 51-ACE CONDITIONING SYSTEM WITHIN
EACH DUELLING UNIT SHALL BE PROVIDED WITH AT
LEAST ONE PROGRAMMABLE THERMOSTAT FOR
THE REGULATION OF TEMPEFZrURE WSEC SEC. 403]
DRAFT6TOPPING 4 FIRE 5LOCKING
DRAFTWQPPIW3
WHEN THERE 16 USABLE SPACE BOT14 ABOVE 4 BELM THE CONCEALED SPACE OF A FLOORCEILING
ASSEMBLEY, DRAFT6TOP6 614ALL BE INSTALLED SO THAT THE AREA OF T14E CONCEALED SPACE DOES NOT EXCEED
1;000 SQUARE FEET. DRAFTSTOPPINS SHALL DIVIDE THE CONCEALED SPACE INTO AT -PROXIMATELY
EQUAL AREAS. UNERE TRE MSEMMY 16 ENCLOSED 13Y A FLOOR MEMBRANE A50VE 4 A CEILIW. MEMBRANE BELOW, DRAFTSTOPPIW.
SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIF'1-_UM5TANCE5:
1. CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING.
2. FLOOR FRAMING 15 CONSTRUCTED Or TRUSS -TYPE OPEN -WEB OR PERFORATED MrMI5EFr5.
DRAFT6TOPPIN6. $14ALL CONSIST OF MATERIALS LISTED IN IRC SECTION R30212
FIRE5LOCKI
RREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL OONCEALED DRAFT OPENINGE, (BOTH VERTICAL
AND HORIZONTAL) AND To PORI AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE
P40OF SPACE. FIRE151-OCKING 5HAUL BE FROVIDED IN WOOD -FRAME CONSTFUCTION IN T14E FOLLOWING LOCATI01,15i
1. IN CONCEALED SPACES OF STUD UJALLS AND PARTITIONS, INCLUOIW. FURRED SPACES AND
PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWSt
1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS.
1,2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft
2� AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH
AS OCCUIR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR 5TRINGER5 AT THE TOP AND 50TTOM OF THE RUN.
ENCLOSED SPACES UNDER STAIRS $HALL COMPLY WITH IRC SECTION R302.1
4. AT 01-ENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION
5, FOR THE FIREBLOCK11,13 OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.1S.
6. FIREBLOCKING: Or CORNICES OF A TWO-FAMILY DUJELLING 15 REQUIRE[) AT THE LINE OF
DWELLING UNIT SEPERATION.
FIRESLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.11.1.3 LOOSIE-FILI_ INSULATION
MATERIAL SHALL NOT BE USED AS A FIRE5LOCK UNLESS SPECIFICALLY TESTED IN THE FORM
AND MANNER INTA� P RVVffI3LCC:KS SHALL BE MAINTAINED.
i City of Edmonds Building Dep
PLANS HUSU BE 11 1
APPROVIED T
am J019-111
LIGHTING FOR EPDXVAT FOUNFATION HOLD DOWNS
WSEC SECTION R404- UGI4TIW3 EQUIPMENT
404.1 LIGHTING EQUIPMENT: A MINIMUM OF 15 PERCENT OF PERMANENTLY INSTALLED
LA111115 IN LIGHTING FIXTURES SHALL BE W*H-EFFICACY LAMPS.
40411 FUEL GAS LIGHTING. SYSTEMS $HALL NOT HAVE CONTINUOUSLY BURNING3 PILOT
LIGHTS-
P05TING OF CERTIFICATE
R4013 CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE SMALL BE COMPLETED BY
T14E BUILDER OR REGISTERED DESIGN FIRDFIES61ONAL AND POSTED ON A WALL IN THE SPACE
VNERE THE FURNACE 16 LOCATED, A UTILITY ROOM, OR A14 APPROVED LOCATION INSIDE
T14E BUILDING. W14EN LOCATED ON AN ELECTRICAL PANEL, THE CERTFICATED $HALL
NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL,
SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE
CERNFICATE $HALL LIST THE FMOOMINANT R-VALUES OF INSULATION INSTALLED IN OR
ON CEILNG/ROOF, WALL, FOUNDATION (SLAB, BELOW -GRADE WALL, ANEVOR FLOOR) Mr.)
DUCTS OUTSIDE CONDITIONIED SPACE5t U-FACTORS FOR FENESTRATION AND T14E SOLAR
HEAT GAIN COEFFICIENT (SHGC) OF FIENIESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT
tITSTEM AND EWILDIW. ENVELOPE AIR LEAKAGE TESTING DONE ON T14E BUILDING.
W14EIRE THERE 16 MOM THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL
LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST T14F TYPES AND
EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT.
WHEIRE A GAS -FIRED UNVENTED ROOM 14EATER ELECTRIC FURNACE, OR BASEBOARD
ELECTRIC 14EATER 16 IN5TALLED IN THE RESIDENCE, T14E CERTIFICATE SHALL LIST 'GA5-FIRED
UNVENTED ROOM HEATER -ELECTRIC FURNACE'OR BASEBOARD
ELECTRIC HEATER 'AS APPROPRIATE AN EFFICIENCY $HALL NOT BE LISTED FOR G46-FIRED
UNVENTED ROOM HEATER ELECTIRIC FURNACE$ OR ELECTRIC 5ASE50ARD HEATER,
UTILTY ROOM NOTE5:
1. WHERE THE EXHAUST DUCT 16 CONCEALED WITHIN
THE BUILDING CONETIRLICTION, THE EQUIVALENT
LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED
ON A PE52MANENT LABEL OR TAG THE LABEL OR TAG
SHALL BE LOCATED WITHIN & FEE� Or THE EXHAUST
DUCT CONNECTION.
2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM
SHALL BE PROVIDED WITH MAKE UP AIR WHETRE A
CLOSET 16 DESIGNED FOR THE INSTALLATION OF A
CLOTHES DIRYER, AN OPENING HAVING AN AREA OF
NOT LESS, THAN 100 SQ. INCHES FOR MAKE UP AIR
SHALL BE PROVIDED IN THE CL05ET ENCLOSURE, OF!
MAKE UP ATR &HALL BE FROVIDED BY OTHER AFF'R
MEANS.
TABLE M1501,33(l)
CONTINUOUS U40LE-HOUSE UECHANICAL VENTILATION
SYSTEM AIRFLOW RATE REQUIREMENTS
FLOOR AREA
BEDROOMS
(IFT2)
0-1
1 2-3
4-5
6-1
> I
<16W
30
4D
60
IS
W
ISM-3"
4�,
&0
15
W
105
3001-4600
(0
15
W
105
120
41,01-6000
15
W
105
120
135
6001-1500
W
let,
120
135
150
> 15W
105
120
135
150
165
P. rz 0 U a
SEP 0 6 2019
BUILD MiaTMENT
CffE NOS
DR ILL ING AND NOTC14ING 6TZ51
R6024. DRILLING AND NOTCHING STUDS.
DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH
THE FOL-'-OLUING:
1. NOT&ING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION
MAY BE.0 UT OR NOTHICED TO A DEPTH NOT EXCEEDING 25 PERCENT
Z DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED T14AT
Or ITS WICITH. STUDS IN NONENEARINGS PARTITIONS MAY BE NOTCHED
TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE sTuo WIDTH.
THE DIAMETER OF THE RESULTING HOLE 16 NO MORE THAN 60 PERCENT
THE 40LE 16 NO MORE THAN N. INCH (16.m)
OF THE STUD WIDTH, T14E EDGE OF
TO THE EDGE OF T14E STUD, AND THE HOLE 15 NOT LOCATED IN THE SAME
SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR
BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO ( .0
PERCENT SHALL ALSO BE DOUBLED WITH NO MOIRE THAN TWO SUCCE661VE
DOUBLED STUDS BORED. SEE FIGURES R60260 AND P( .02!,(2
-EXCEPTION� USE OF APPROVED STUD SHOES 16 PERMITTED WHEN THEY
ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'$
RECOMMENDATIONS.
R602.6.1 DRILLING AND NOTCHING OF TOP PLATE.
WHEN PIPING OR DUCTWORK 19 PLACED IN OR PARTLY IN AN EXTERIOR
WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING
OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH,
A GALVANIZED METAL TIE OF NOT LESS THAN 0054 INCH THICK (131mm) (16 Eia)
AND 111,;iNCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE
AT EAC44 SIDE Or THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT
EACH SIDE OF EQUIVALENT, SEE FIGURE R&024,1.
-EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT 16
COVERED BY WOOD STRUCTURAL PANEL SHEATHING.
2015 WASHINGTON 5TATE ENERGY CREDIT- TABLE 406.2
REDIT OPTION DESCRIPTION
0.5 A EFFICIENT BUIUDIW. ENVELOPE IA:
PRESCRIPTIVE COMPLIANCE 16 BASED ON TABLE R402.1] WITH THE FOLLOWING
MEDICATIONS:
FENESTRATION 11,026
FLOOR R'38
SLAB ON GRADE R-10 PENTAMETER AND UNDER ENTIM SLAB
BELOW GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB
OR
COMPLIANCE BASED SECTION R402JA REDUCE THE TOTAL UA BY 5%
I 3A HIGH IFIFICIENCY 14VAC EQUIlPMENT 3A:
GAS, PROPANE OR OILARIED FURNACE WITH MINIMUM AFU OF S4%
05 5A EFFICIENTWATER HEATING 5a:
ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN T14E HOUSE
$HALL BE RATED AT 1.15GFM OR LESS. ALL OT14ER LAVATORY FAUCETS SHALL
BE RATED AT 1.0 GPMOR LES$.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS 514ALL
SPECIFY T14E OPTION BEING SELECTED AND SHALL SPECIFY T14E MAXIMUM
FLOW RATES FOR ALL 5HOWERHEADS, KITC44EN
SIR< FAUCET$, AND OTEHR LAVATORY FAUCETS.
5C EFFICIENT WATER HEATING EC, E - T14E FOLLOWING:
WATER HEATING. SYSTEM SHALL INCLUD Or
GAS, PROPANE OR OIL WATER WEATER WITH A MINIMUM EF OF 0.'31
3.5 1 TOTAL:
CoPY RESUB
SEP 0 6 2019
BUILDM DEPARTMENT
OF EDMONDS
LQL DVPARTMENT
)VED DATE:
OFFICIAL:
PERMIT UMBER
COPY
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REVISION DATE:
INIT:
I PROJECT 1-
10-4-18
MEY
06-20-15
MEY
DATE:
01-08-201&
INIT:
JACK
-PROJECT
GENERAL NOTE
BUILDINGCODE: 2015 INTERNATIONAL 51-IDG-CODE (IBC), AND BY REFERENCE WHERE APPLICABLE
THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION.
ROOF LIVE LOAD 20 PSF (SNOW)
ROOF DEAD LOAD 15 PSF
FLOOR I_IVr= LOAD 40 P5F eREDUCIBLE)
FLOOR DEAC:> LOAD 12 PSF
WINE) LOAD = 120 MPH WIND SPEED, EXPOSURE "C' PIER IIEC
5OIL SITE CLA55 "D1-
CONSTRUCTION TYPIE: V5
O�_CUPAINCY GROUP: R-B
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS, PRIOR TO CONSTRUCTION.
IT 16 THE CONTRACTORS RESPONS151LITY TO IDENTIFY ALL OMISSIONS ANDIOR DISCREPANCIES
TO T14E ARCHITECT PRIOR TO PROCEEDIWG WITH WOM DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS.
DEFERRED 6UDMITTAL ITEMS
THE FOLLOWING 15 A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE
PROVIDED BY T14E BUILDER AT TIME OF APPLICATION FOR PERMIT OR As A DEFERRED SUBMITTAL ITEM:
ALTERNATIVE I-JOIST/15FAM MANUFACTURER PLAMS.
MANUFACTURED TRUSS DIESIGN5 AND LAYOUTS
HVAC- SYSTEMS DESIGN
rLECTRICAL PLANS 4 SPECIFICATIONS (IF RIEQUIRIHED�
51TE WORK
r
3ENERAL
UNLESS A SOIL6 INVE6TIGATION BY A QUALIFIED SOIL5 ENGINEER 16 PROVIDED,
FOUNDATION DEsIGN 16 BASED ON AN ASSUMED AVERAGE 501L BEARING OF 1500 PSF
EXTEFZIOR FOOTINGS SHALL BEAR IS' (MINIMUM� BELOW FINISHED GRADE. ALL FOOTINGS
TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SUF!FACr SOILS. 5ACKFILL TO
BE THOROUGHLY COMPACTED.
BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS.
WOOD BEARING ON OR INSTALLED WITHIN V Or MASONRY OR CONCRETIR TO BE PRE56URE
TREATED WITH AN APPROVED PRESERVATIVE.
FOUNDATION SILL BOLTS TO BE 518- DIAMETER AT V-0- O.C. UND. WITH MIN. I. EMBEDMENT
METAL FRAMING CONNECTORS To BE MANUFACTURED BY SIMPSON 6TRONG-TIE OR USP STRUCTURAL CONNECTOR.
CARPENTRY
GENERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R&02,afl)
GYFSJM WALL 50AIRD AT 114TEMOR WAL0 TO BE FASTENED ACCORDING TO TABLE RM35
ALL WOOD IN CDNTACT WIT14 CONCRETE To BE FRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED 14OLES OF
PRE86URE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
PER PC N13, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHAL.L
BE OF ROT -DIPPED GALVANIZED STEEL, STAINLE66 STEEL, SILICON BRONZE, OR COPPER
6' MIN. CLEARANCE BETWEEN WOOD AND EARTH.
12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.
IS' MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.
FASTEN5
ALL NAILS SPECIFIED ON THIS PLAN WALL BE CDrM OR GALVANIZED BOX MUESS NOTED OTWMISE) OF THE DIAMETER AND
LENOT14 LISTED BELOW OR AS PER APPENDIX L OF THE RATIONAL DESIGN SPECIFICATION FOR WOOD COMSTSSICTIO14 (ow
ad COMMON (0.131' DIA, 2-1/2'LENC.TH), Ed BOX (0.113- DIA, 2-1/2' LONG), 10d COMMON (0.146- IDIA, 3- LONG)
10d BOX (0.126' DIA., VLENGTI-Li, Ibd COMMON (0.162- DIA, 3-1/2' LOW.), Ir-d SINKER (OJ48 D[A, 3-1/4' LONG)
Ed COOLER (0.08VIDIA, I-F,/S'LONG ), &ci COOLER mosr IDIA, I-11S'LONG,)
LUM15ER GRAPES
Ff-_4MING LUM5rR SHALL COMPLY WITH THE LATE5T EDITION OF THE rIP-ADING
RULES or THE WESTERN PRODUCT5 ASSOCIATION OR THIE WIE6T C-05T LUM15ER
INSPECTION BUREAU. ALL 6ALLN LUMBER 5HALL BF STAMPED WITH THE GFRADE
IIAF?�< OF AN Af-f-ROVED LUMBER GRADING AGENCY AND SHALL HAVE THE
I=OLLCLg!NC� IIN4nJUSTED DE5InNI MINIMUM F=ROPIEFRTIr=5:
JOISTS:
WOOD TYPE:
2X4
H= .2 FL-650 p.1, P-150 p.1, F-1300 p.1, E=1300000p-1
2X9, OF- LAF;?,<.EF-,
HF -2 Pb=650 Psi, F-150 PSI, FC=1300 P-1, E=1300000PS'
M914-m-
4X
OF-L -2 - Fb.SOO p.1, F-180 p.1, FC=1350 psi, r-ir.00000P.1
&X OR LAR111-IER,
DF-L -2 - Fb=91r, p.1, F-110 p.1, F-600 p.1, E-130000OP-1
�6
HF -2 - Fl�z&50 p.1, Pv-150 psi, F-1300 psi, rz=1300000PSI
2X4
2Xr. OF, LARGER
DF -2 - Fb=SOO psi, P-180 psi, F.21350 P.1, E=1600000P.l
POSTS
4X4
HF -2 Fbz515 p.1, F-140 psi, FC=515, PST, E-110000OP-i
4X9, OR LARGER
HIF 12 Fb=51r, p.1, FI-140 psi, F-515, psi, E=IIOOOWp.1
r.X& OR L-AFF.<.ER
DF-L -1 - FbzE200 ps[,Fv=110 P91,F-1000 psi, F=1600000psl
GLUED - LAMINATED 15EAM (GI-P)
SHALL BE 24r-V4 FOR SINGLE SPANS 4 24F-V5 FOP, CONTINUOUS OR CANTILIEVIER SPAN6
WITH THE FOLLOWING MINIMUM PROPIERTIES�
Fk, = 2,400 PSI, Fv = I&E, F-61, Fc, = Cro F-91 (PERPENDICULAR), E = 1,500,000 F-51.
ENGINEESE2 WOOD 13EAM5 AND I-JO16T
CONTRACTOR SHALL 5UBMIT SHOP DRAWINGS AND SPECIFICATION& FOR APPROVAL BY
BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH T14E LATEST
icc EVALUATION REPORT.
Br=AMS DE:61GNATED As 'FSL' 5HALL HAVIE THE MINIMUM PFzOPr=RTIE5:
r-b = 2,�300 FBI, FV = 2'BO P51, FC = jr�o "I (PERPENDICULAR), E - 2,000,000 P51,
BlEAMS, DESIGNATED As 'LVL' SHALL HAVE THE MINIMUM PROPERTIES;
Fb - 2"0 P91, F, � 265 1-51, FC - -150 PSI (PERPENDICULAR), r= = l,'300,000 F-81-
BEAMS DIF51GNATED AS "LSL' SHALL HAVE THE MINIMUM PROPERTIE5:
Fk, = r100 Pel, Fv = 400 Psi, Fc� = &SO PSI (PERPENDICULAR). rz = I"0000 F-51.
CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REOUIPIMMENTe�
DEFLECTION 5HALL BE LIMTED AS FOLLOWS:
FLOOR LIVE LOAD MAXIMUM = L/460, FLOOR TOTAL LOAD MAXIMUM g L/240.
WINr_)0W INSTALLATION
WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION
INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH
WINDOW.
CARPENTRY (CONTINUED)
FIREFAERIGATE12 WOOD TRUSSES:
f REFABRICATED WOOD TFZU55F5 SHALL 5B Pffb[G-Nt� To SUPPORT SELF WEIGHT PLUS LIVE
LOAD AND SUPEPIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED
4 STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM T140SE DESIGNS.
NONIBEARING WALLS SHALL BE 14ELD AWAY FROM THE TRUSS 50TTOM CHORE) WITH AN APPROVED
FASTENER (SUCH AS SIMPSON STC) TO ENSURE T14AT THE TRUSS 50TTOM CHORD WILL NOT BEAR ON T14E WALL
ALL PERIANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIC44 DRAWINGS-
ROOFAUALLROOR 54SANI
TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16- SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED.
MINIMUM NAILING 814ALL [BE Sd COMMON - 6- OL, - PANEL EDGES AND TO.C. IN FIELD UJND. 014 SWARIUALL
SCHEDULE. SPA14 INDEX $HALL BE 24/0 FOR WALLS AND 24/16 FOP ROOF. FLOOR SHEATHING $HALL BE
3/4'T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILINIG SHALL BE Ed COMMOM AT V O.C.
PANEL EDGES AND 12'0,C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLE65 NOTED OTWIMSE. STAGGER END LAF, AT ROOF
AND FLOOR SHEATHING.
MULATION AND M015TURE PROTECTION
GENERAL
MAINTAIN V CLEARANCE ABOVE INSULATION FOR FIREE AIR FLOW.
11,151-11-ATION BAFFLES TO EXTEND 6" ABOVEE BATT INSULATION
INSULATION 5AFFLF=5 TO EXTEND 12" ABOVE L006E FILL INSULATION
INSULATE BEHIND TUB5/81-10WERS, PARTITIONS AND CORNERS
FACE -STAPLE FACED BATTS
FRICTION -FIT UNFACED BATTS
USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS
R-10 INSULATION UNDER ELECTRIC WATER 14EATERS.
INSULATION MATERIALS
INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE
MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL
ASSIEMESLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME -SPREAD INDiEx NOT TO
EXCEED 25 WITH AN AOCOMPANYING SMOKIE-DEVELOPED INDEX NOT To EXCEED 450 WHEN
TESTED IN ACCORDANCE WITH ASTM E S4
1EXCIEFTIONS,
1, WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAIS-51PREAD AND SMOKE-DEVELOFEMENT
LIMITATION$ DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING 19 INSTALLED
IN SUE36TANTIAL CONTACT WITH T14E UNEXPOSED SURFACE Or T14E CEILING, FLOOR OR WALL FINISH.
2. CELLUL05E I-OOSE-FILL INSULATION, WHICH 15 NOT SPRAY APPLIED, COMPLYING
WITH T14E REQUIREMENTS OF IRC; R30.1.103,5HALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED
INDEX or NOT MORE THAN 450.
INFILTPZATION GC4TROL
EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETPATION6 IN FLOOR$, ROOF$ AND WALL$
AND ALL SIMILAR OPERING6 WAIUL BE SEALED, CAULKED, GA6KETED OR UEATMR5TRIFFED TO LIMIT AIR LEAKAGE.
VAPOR 5ARRIERS / GROUND COVERS
AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN
ENCLOSED CEILING 61-ACES AND AT EXTERIOR WALLS.
A GROUND COVER or & MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE
LAID OVER THE GROUND IN ALL CRAWL 5PACE5. THE GROUND COVER SHALL BE
OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THEE FOUNDATION WALL.
WALL FLASHING
APPROVED CORROSION-RE51STANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR
WALL ENVIELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.
THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED
TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RES16TANT
rLASHING5 SHALL BE INSTALLED AT ALL OF: THE FOLLOWING LOCATIONS:
1. AT TOF OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKFROOr,
EXCEPT THAT SELF-FLA6HING WINDOW, HAVING A CONTINUOUS LAP Or NOT LESS THAN 1-1/a,
(25 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER Or THE OPENING, INCLUDING
CORNERS, IDOO NOT REQUIRE ADDITIONAL FLASHINGi JAMB FLASHING MAY ALSO IBIE
OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONISTRIIUCTION WITH FRAME
OR STUCCO WALLS, WITH PROJECTING LIPS, ON BOTH SIDE5 UNDER STUCCO OPENINGS'.
3. UNDER AND AT THE ENDS, or MASONRY, WOOD, OR METAL COPINGS AND SILLS.
4, CONTINUOUSLY A50VE ALLPROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DEO<S, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY
OF WOOD CONSTRUCTION.
( . AT WALL AND ROOF INTERSECTIONS.
1. AT 5UILT-N GUTTERS.
FOUNDATION WATERFROOFING 4 [DAMPR OFING
DAMPROCIFING
EXCEPT WHERE REQUIRED 13Y SEC. R406�2 TO IBE WATERPROOFED, FOUNDATION WALL$ THAT RETAIN EARTH OR
ENCLOSE INTERIOR SPACES AND FLOORS 15FLOW GRADE 514ALL BE DAMPROOFED FROM T14E TOP OF THE FOOTING
TO THE FINISHED GRADE. MASONRY WAULS SHALL HAVE NOT LA66 THAN III PORTLAND CEMENT PARQING APPLIED
TO THE EXTERIOR OF THE WALL. PARGIN6. SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING.
I. BITUMINOUS COATING
�. B POUNDS PER SQ. TO. OF ACRYLIC MODIFIED CEMENT
3. 1, COAT OF SURFACE ecNDiNG CEMENT COMPLYING WITH ASTN C 881
4. ANY MATERIAL APPROVED FOR WATIERFFOORIW. IN SEC. R4O`S2
5. OTHER APPROVED METHODS OR MATERIALS.
EXCEPTION: PAI;r.1NG OF UNIT MASONRY WALLS 16 NOT REQUIRED U44ERE A MATERIAL 15 APPROVED FOR
DIRECT APPLICATION TO THE MASONRY.
FOUNDATION WATERPROOFING
4 [DAMPROOPING (CONTINUE[))
WATERPROON
IN AREAS 04ERE HIGH WATER TABLE OR OTHER SEVERE WIL-WATER CONDITIONS AIRE KNOWN TO EXIST, EXTERIOR
FOUNDATION WALL$ THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELCW GRADE SHALL BE
WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN
ACCORDANCE WITH ONE Or THE FOLLOWING.
1. 2-PLT HOT MOPPED FELT
2.55 POUND ROOF POLLING
3. 6-MIL POLYVINYL CHLORIDE
4. 5-MIL POLYET14YLENE
5.40-MIL POLYMER -MODIFIED ASPHALT
6. ( .0-MIL FLEXIBLE POLYMER CEMENT
1. J'CEMENT-BASEC), FIBER-MINFORCED, WATERFRoor COATING
8. ( .0-MIL SOLVANI LIQUID -APPLIED SYNTHETIC RUE35EP
EXCEPTION: ORGANIC-601-VANT-EASED PRODUCTS SUC14 AS HYDROCARBONS, C14LORINATED HYDROCARBONS,
KETON5 AND ESTERS SHALL 140T BE USED FOR ICIF WALL5 WITH EXPANDED POLYSTYRENE FOAM MATERIAL USE
OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND FAR-3ING6 TO
SEAL ICF WALLS 16 PERMITTED. COLD -SETTING ASPHALT OR 140T ASPHALT WALL CONFORM TO TYPE C OF ASTM
D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEa F
ALL JOINTS IN MEMBRANE WATERPROOFING 614ALL BE LAFFED AND SEALED WITH AN ADHESIVE COMPAT15LE
WITH THE MEMBRANE,
DOOR5, WINIDOW5 AND 5KYL IGHT5
GENERAL
ALL SKYLIGHTS AND SKY WALLS TO BEE LAMINATED GLASS UNLESS NOTED OTHEF;MU15E.
BEDROOM EMER.ENCY EGRESS WINDOM $WALL HAVE MINIMUM NET CLEAR OPENING OF 51 60. FT.
WITH MINIMUM NET CLEAR OPENING WIDTH OF 20' AND MINIMUM NET CLEAR OPENING HEIGHT Or 241.
FINISHED 6ILL HMHT SHALL 13E MAXIMUM 40ABOVE FLOOR MEASURED FIRM T14E WISHED FLOOR TO THE BOTTOM OF THE CLEAR OFDIM
WINDOW FLASHING TO BE FASTENED PER IRC CODE 103A
WINDOW GUARDS ARE R[EQUIRED PER IRC 312.2
SAFETY GLAZW. SHALL BE INSTALLED IN T14E FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R3094
S[Df=- HINGiEr-> DOORS EXCEPT JALOU61ES
SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI-FOLD CLOSET DOOR A55EMIBLIES
OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE 15 LESS THAN r.0' ABOVE
1. 51-40WIER AND BATH TUIE�, HOT TUB, WHIRLFOOL, SAUNA, STEAM ENCI-06URIES,
2. GLAZING W1 THE EXPOSED EDGE WITHIN A 24" ARC Or EITHER VERTICAL EIDGE
3. STORM DOORS
4. THE WALKING SURFACE
GLAZING GREATER THAN IS S.F. ANI::> LESS THAN IS" ABOVE FINISHED FLOOR
GL_AZIN<z IN GUARDRAIL-5
GLAZING LE55 THAN 10" ABOVE FlNl5Hf=-D FLOOR
a. STAIRS AND RAMP5 ADJACENT WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 16 LEES
THAN 3( ' ABOVE THE PLANE OF ADJACENT WALKWAY SURFACE Or STAIRWAY$ LANDINGS BETWEEN
FLIGHTS Or STAIRS AND RAMPS S14ALL BE CONSIDER A HAZARDOUS LOCATION. PEER IRC R306.46
ALL WORK SUBJECT
TO FIELD P
INSPECTION FOR
MECHANICAL
HEATING EQUIPMENT
ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND
INSTALLEr-> TO L15TED SPECIFICATIONS.
NO WARM -AIR FURNACE5 SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED
AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH Ar-CE55 ONLY
THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLO51ED FURNACE6
AN ELECTRIC: HEATING FURNACES.
LIQUEFIED PETROLEUM GAS-BUR!NING APPLIANCES, SHALL NOT BE INST14LLEP IN A PIT.
BASEMENT OR 51MILAR LOCATION WHERE HEAVIER THAN AIR G45 MIGHT COLLECT.
APPLIANCIES, 50 FUELED SHALL NOT 5r INSTALLED IN AN ABOVE GRADE UNDER FLOOR
SPACE OR BASEMENT UNI-ESS, SUCH LOCATION 16 PROVIDED WITH AN APPROVED MEANS
POR REMOVAL OF UNBUFU41ED GAS.
HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATE5 A GLOLU,
SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH
THEE PILOTS AND BURNERS OR HEATING ELEMENT5 AND SLUITCHE5 AT LEAST 15 INCHES
AE50VE THE FLOOR LEVIEL.
VENTIL,ATION: SOURCE 5PECIFIG EXHAUST VENT 4 FAN EFFCIENCY
REQUIRED 114 EACH KITCHEN, 5ATHROOM, WATER CL06ET COMPARTMENT, LAUNDRY ROOM, INDOOR SWIMMING FOOL, SPA AND OTHER
ROOM WHERE WATER VAPOR OR COOKIWS ODOR 15 PRODUCED. flRC M 1501.4) FAN EFFICIENCY FROM WAOSHIR-TABLE R403bi
MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS:
BATHROOM - UTILITY ROOMS
KITCHEN$
IN -LINE FAN
INTERMITTENTLY OPERATIN6.
so CrM
100 CFM
CONTINUOUS OPERATIONS
20 CFM
2E� CFM
AIR FLOW RATE MINIMUM (CM)
10
W
ANY
ANY
MINIMUM EFFICACY (CFMAUATT)
1.4 CrM/WATT
1.4 CFMAUATT
2.5 CFMAUATT
2.5 CFMAUATT
AIR FLOW RATE MAXIMUM (M)
190
ANY
ANY
ANY
EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE IS GAS VENT OR TYPE 5LU GAS
VENT SHALL BE INSTALLED IN ACCORDANCE WITH TILE TERMS OF ITS LISTING,
MFR'9 INSTALLATION INSTRUCTIONS AND 4PPLIC4E5Lr= CODE REOUIREMENT45-
A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS, THAN 2 FEET ABOVE THE HIGHE5T
POINT WHERE THE VIENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST
2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT.
INTEGRATED WHOLE HOUSE VENT SYSTEM
INTEGRATED 24 HIR WHOLE HOUSE VENTILATION SYSTEM.
USING A SUPPLY PAN W/ MANUAL 4 MOTORIZED DAMPIER.
PAN TIMER EXTERNALLY LOCATED ON THE SIDE Or FURNACE OR GARAGE WALL.
220 CFM REQUIRED W1 A RUN TIME OF a HRS. MIN.
FAN MUST OPERATE AT LEAST ONCE ]EVIERY THREE
HOURS 50 VENTILATION EFFECTIVENESS CAN BE 1.0
8' SMOOTH WALL PIPE
(OPERATION DESCRIPTION TO BE PROVIDED PER M150-13)
SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED
DUCT LEAKAGE TESTING:
DUCTS $HALL BE LEAK TESTED IN
ACCORDANCE WITH R18-33, USING THE MAXIMUM DUCT LEAKAGE
RATIES SPECIFIED IN 2015 WSEC. R40333
5UILDING AIR LEAKAGE TESTING 2015 W6EG SEC. 402.4.1.2
R402AJ2 TESTING. THE BUILDING OR OLLELLIWG UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN
AIR LEAKAGE RATE OF NOT EXCEEDING D AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED WIT14
A SLOWER DOOR AT A PRESSURE OF 02 INC14ES Wa (50 PASCAL$). WHERE REQUIRED BY THE CODE
OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE
RESULTS OF THE TEST $HALL BE SIGNED BY THE I -ARTY CONDUCTING THE TEST AND PROVIDED TO THE
CODE OFFICIAL, TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF
T14E BUILDING THERMAL ENVELOPE. ONCE V16UAL
INSPECTION HAS CONFIRMED SEA1_1WG (SEE TABLE R402AA) OPER45LE WINDOWS AND DOORS
MANUFACTURED BY SMALL
BUSINESS SHALL BE PERMITTED TO BE SrALED OFF AT T14E FRAME PRIOR TO T14E TEST.
2015 WASHINGTON STATE ENERGY GODE - TA5LE 402.1.1
INSULATION AND FENESTRATION RECUIRMENT BY COMPONET
CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS
FENESTRATION U-FACTOR
CEILING
WALL
ABOVE GRADE
WALL
BELOW GRADE
MASS WALL
FLOOR
SLAB ON
GRADE
VERTICAL
OVERHEAD
030
050
R-4S
R-21
R-10/15/21
R-21/21H
R-30
R-10
TI5
2'
TEMFERATURE CONTROL
THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN
EACH DWELLING UNIT SHALL BE PROVIDED WITH AT
LEAST ONE FWC)1.P-AMIMA5Lr= THERM05TAT FOR
THE REGULATION OF TEMPERTURE WSEC SEC. 403.1
DRAFT510FDF)ING 4 FIRE BLOC -KING
DRAFTSTOPPING
WHEN T14EFE IS USABLE SPACE 130TH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/GEILING
A65EMBLEY, DRAFT6TOP6 514ALL BE INSTALLED 60 THAT T14E AREA OF THE OrNCEALEO SPACE DOES NOT EXCEED
1000 50JARE FEET, DRAFT5TOPPIW. SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY
EQUAL AREAS. WERE T14E ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A OEILM MEMBRANE 5EL09, DRAFTSTOPPINS
SHALL BE PROVIDED IN FLOOWCEILIWG ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES:
1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.
2. FLOOR FRAMING 16 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS.
ORAFT6TOPPIW. 614ALL CONSIST Or MATERIALS LISTED IN IRC SECTION R3M.12
FIRE15LOCKING
FIREIBLOOKING SHALL BE PROVIDED TO CUT OFr- ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL
AND WORZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STOI;rr AND THE
ROOr SPACE. FIREMOCKINS SHALL BE PROVIDED IN WOOD -FRAME CCNSTI;UCTION IN T14E FOLLOWIWG LOCATIONS:
1. IN CONCEALED SPACES Or STUD WALL$ AND PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUO5 OR STAGGERED STUDS AS FOLLOWS:
11. VERTICALLY AT THE CEILING AND FLOOR LEVELS.
12. HORIZONTALLY AT INTERVALS NOT EXCEEDING lOrt
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH
AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM Or THE RUN.
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1
4. AT OPENINGS AROUND VENTS, FIFES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN
APPROVED MATERIAL TO RESIST THE FREE PASSAGE Or FLAME AND PRODUCTS Or COMBUSTION.
5. FOR THE FIREIBLOCKING Or CHIMNEYS AND FIREPLACES, SEE IRC SECTION R100B.IS.
6. FIRE5LOCKING OF CORNICES, Or A TUUO-FAMILY DWELI-ING 15 REQUIRED AT THE LINE OF
DWELLING UNIT SEPERATION.
FIREBLOCKING SHAI-1- CONSIST OF MATERIALS LISTED IN IRC SECTION R302.11.1.3 LOOSE -FILL INSULATION
MATERIAL SHALL NOT BE USED AS A FIRE5LOCK UNLESS SPECIFICALLY TESTED IN THE FORM
AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED.
REVISED PLAN APPROVED
' V ED
APPROVED cly
CITVOFEDMONDSHU DINGDIVISION
PLANS EXA
LAFailS MUST OF
no w . i on [a s � 7 F
IGHTI
WSEC SECTION R404- LIGHTM EQUIPMENT
404.1 LIGHTING EQUIPMENT: A MINIMUM OF IE� PERCENT OF PERMANIENTLY INSTALLED
LAMPS IN LIGHTING FIXTURES 514ALL BE HIGH -EFFICACY LAMP5.
404A FUEL GAS LIGHTING SYSTEMS 6HALL NOT HAVE CONTINUOUSLY BUFNING PILOT
LIGHTS.
P05TING OF CERTIFICATE
R4013 CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE $HALL BE COMPLETED BY
T14F BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE $PAC
WHERE THE FURNACE 15 LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE
THE BUILDING. W14EN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATED SWALL
NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL,
SERVICE D16CONNECT LABEL, OR OT14ER ]REQUIRE[) LABELS. THE
CERTIFICATE SHALL LIST THE PMDCMINANT R-VALUES OF INSULATION INSTALLED IN OR
CN CEILINS/ROOF, WALL, FOUNDATION (SLAE, IBELOW-GRAIDE WALL, ANO/OR FLOOR) AND
DUCTS OUTSIDE CONDITIONED SPACESt U-FACTORS ROR FENESTRATION AND T14E 60LAR
14EAT GAIN COEFFICIENT (SI OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT
SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING,
WHERE T14EFZE 19 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SWALL
LIST T14E VALUE COVERING THE LAFS54MT AREA. THE CERTIFICATE WALL LIST THE TYPES AND
EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIFMENT.
WHERE A GAS -FIRED UNVENTED ROOM HEATER ELECTRIC FURNACE, OR BASEBOARD
ELECTRIC HEATER 18 INSTALLED IN THE RESIDENCE, T14E CERTIFICATE 614ALL L15T 'GAS -FIRED
UNVENTED ROOM WATER,' 'ELECTRIC FURNACE' OR BASEBOARD
ELECTRIC HEATER 'AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED
LINVENTED ROOM HEATER ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATER
UTILT�' ROOM NOTE6:
1. WHERE THE EXHAUST DUCT 15 CONCEALED WITHIN
THE BUILDING CONSTRUCTION, THE EQUIVALENT
LIENGHT Or THE EXHAUST DUCT SHALL BE IDENTIFIED
ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG
SHALL BE LOCATIED WITHIN r. FEET OF THE EXHAUST
DUCT CONNECTION.
2. INsTALLATIONS EXHAUSTING MOIRE THAN 200 CFM
SHALL BE PROVIDED LUITH MAKE UP AIR WHrRr= A
CLOSIET 15 DESIGNED FOR THEE INSTALLATION OF A
CLOTHE5 DRYIER, AN OPIENIW3 HAVING AN ARrA OF
NOT LE65 THAN 100 SO. INCHES FOR MAKE UP AIR
SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR
MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR_
MEANS.
TABLE M15013.�(P
CONTINUOUS WHOLE-HOUSF MECHANICAL VENTILATION
SYSTEM AIRFLOW RATE REQUIREMENTS
FLOOR AREA
BEDROOMS
(M)
0-1
2-3
4-51
6-11
>1
< 500
36
45
60
1 1S
I W
1500-3ow
45
60
IS
W
IM
3WI-4500
60
15
so
105
120
4601-6ow
IS
130
105
120
135
6001-1500
W
-
105
120
135
150
I
>Two
105
120
135
ISO
165
[DRILLING ANID NOTCHING ST�ID5
R602b DRILLING AND NOTCHING STUDS.
DRILLING� AND NOTCHING OF STUDS WALL BE IN ACCORDANCE WITH
THE FOLLOWING:
1. NOTCHING.- ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION
MAY BE CUT OR NOT14CED TO A DEPTH NOT EXCEEDING 25 PERCENT
2. DRILLING. ANY STUD MAY BE 5ORED OR DRILLED, PROVIDED THAT
OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED
TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH.
THE 61AMETEP OF THE RESULTING HOLE is No tioRE THAN 6o PERCENT
THE HOLE-15 NO MORE THAN % INCH (16-)
OF THE STUD WIDTH, THE EDGE Or
TO THE EDGE Or THE STUD, AND THE HOLE 15 NOT LOCATED IN THE SAME
SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR
BEARING PARTITION5 DRILLED OVER 40 PERCENT AND Up To ( .0
PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE
DOUBLED STUDS BORED. SEE FIGURES R602,94 AND R&02.6(2
-EXCEPTION, USE OF APPROVED STUD SHOES 16 PERMITTED WHEN THEY
ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'$
RECOMMENDATIONS.
R602bJ DRILLING AND NOTCHING OF TOP PLATE.
WHEN PIPING OR DUCTUJORK 15 PLACED IN OR PARTLY IN AN EXTERIOR
WALL OR INTERIOR LOAD BEARING UJALL, NECESSITATING CUTTING, DRILLING
OR NOTCHING OF THE TOP PLATE BY MORE T14AN 50 PERCENT OF ITS WIDTH,
A GALVANIZED METAL TIE OF NOT LESS THAN 0054 INCH THICK (131m) (16 aa)
AND I',, INCHES (3e..) wiDE SHALL BE FASTENED ACROSS AND TO THE PLATE
AT EACH SIDE OF THE OPENING WITH NOT LE56 THAN EIGHT 16d NAILS AT
EACH SIDE OF EQUIVALENT. SEE FIGURE F;Y,02k.1
-EXCEPTION, WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT
COVERED BY WOOL) STRUCTURAL PANEL SHEATHING.
2015 WASHINGTON STATE ENERGY CREDIT- TABLE 406.2
IDEWMPTION
OB IA EFFICIENT BUILDING ENVELOPE IA:
PRESCRIPTIVE COMPLIANCE 16 BASED ON TABLE R402.1.1 WIT14 THE FOIA.011ING
MEDICATIONS:
FENESTRATION U.-026
FLOOR R-3$
SLAB CN GRACE R-10 PENTAMETER AND UNDER ENTIRE SLAIS
BELOW GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB
OR
COMPLIANCE BASED SECTION R402.1A REDUCE THE TOTAL UA BY 5%
I �3A �1411414 EFFICIENCY VAr EQUIPMENT 3A:
- GAS, PROFANE OR OIL-FIRIEO FURNACE WITH MINI" AFU OF ��4%
0.5 5A EFFICIENT WATER HEATING 54:
ALL SHOWERWAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE
SHALL BE RATED AT L1SGFM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL
ISE RATED AT Lo GPMOR LESS.
TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL
SPECIFY THE OPTION BEIZ SELECTED AND 814ALL SPECIFY THE MAXIMUM
FLOW RATES FOR ALL SHOWEIF44EADS, KITCHEN
SINK FAUCETS, AND OTEHR LAVATORY FAUCETS. CM cm
LS 5C EFFICIENT WATER HEATING 5C:
WATER HEATING SYSTEM WALL INCLUDE OF T14E FOLLOWING;
GAS, PROPANE OR OIL WATER HEATER WIT14 A MINIMUM Er OF 0.51
3_�, 1 TOTA1_:
Approved. A residential fire sprinkler system is
required. A recommended flo-through design
wi I meet specifications and reduce equipment
and continuing maintenance requirements.
ECDC19.05.020112. Provide a minimum
combination water service of one inch (1')
meter and one and one half (11/2") service line,
or show that domestic and fire protection
needs can be met with a smaller service.
-1
rical Permit from
& IndestrIes
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OJE-T
10-4-18
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MEY
6
ADATE:
01-08-2016
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CITY OF EDMONDS
AREA 6UMMARY MAIN I40U6E RENTAL AREA
MAIN FLOOR: 123r, 5F, 1S2 &F.
UPPER FLOOR: 1223 64�. 603 SF.
TOTAL: jeE, SF,
FaIAND TOTAL 3 54 5F
7j �,2
COVERED OUTDOOR LIVING AREA: 102 SF. 41 &F.
VERANDA VIEW: 0 SF� -13 SF.
ENTRY PORCH: r,4 SF. 54 84=.
Flii�4Nll �TIITAL �3,5- SF��
GARAGE: rso 6F. 0 6F.
SMOKE DETECTORS
INSTALL SMOKE DETECTORS WHERE INDICATED
05D
ALL SMOKE DETECTOR RECEIVE T14ERE POWER FROM T14E PRIMARY
AND INTERCONNECTED PER R314 4414.6-4
CARBON MONOXIDE ALARMS
ER 6OURGE* CAF43ON MONOXIDE ALARMS SHALL RECEIVE T14EIR PRIMARY POWER
P'3155
FROM THE BUILDING WIRING WHERE sUcW WIRING 15 SERVED FROM A COMMERCIAL SOURCE AND,
WHERE PRIMARY POWER 16 INTERRUPED, 514ALL RECEIVE POWER FROM A BATTERY. WIRIN* 54ALL
BE PERMANENT AND WIT14OUT A DISCONNECTING SWITCH, OTHER THAN TWO5E REQUIRED FOR
OVERCURRENT PROTECTION.
EXCEPTIONS:
1. CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE
INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER,
VENTILATION SCHEDULE FOR MAIN HOUSE
VENTILATION REQUIREMENTS OF IRC TABLE M1501.4
SYMBOL
I
KITCHEN$ 100 CFM INTEF�MITTENT OR
(V.T.0) 25 CrM CONTINUOUS
2
5ATHROOt'16-TOILET ROOM$ MECHANICAL EXHAUST CAPACITY
OF 50 CFM MIN. INTERMITTENT OR 20
(V.T�O) CFM CONTINUOUS
V ENTILATION RATE FOR WHOLE HOUSE PAN TO BE 60 CFM
PER TABLE M15013.30) INDOOR AIR QUALITY
AVAC CONTRACTOR TO SPECIFY LOCATION.
VENTILATION SCHEDULE FOR RENTAL ADU
VENTILATION REQUIREMENTS Or IRC TABLE MI501A
SYMBOL
KITCHENS 100 CFM INTERMITTENT OF'
I
(V.T.0) 25 CFM CONTINUOUS
BATHROOMS- TOILET ROOMS MECHANICAL EXHAUST CAPACITY
2
(V.T-O) OF 50 CFM MIN. INTERMITTENT OR 20
CFM CONTINUOUS
�ENTILATION RATE FOR WI-40LE HOUSE FAN TO BE 30 CFM
PER T45LE 1115013.30) INDOOR AIR QUALITY
HVAC CONTRACTOR TO SPECIFY LOCATION.
V
Provide required makeup air
in the knindry -am.
i Louvered doom or
openings/grilles into other
spaces may be used to meet
the requirements. other
limitations may arise if a gas
dryer is winstall.d.
IMC 504.6
G2407.4 G2407-9.1
Domestic dishwashing machines
shall discharge Indirectly through
ir gap fiffing at or above the
NOTE,
BUILDING AIR LEAKAGE TEST
REQUIRED AS PER W6EC R402.4.1.2
flood -level ofthe sink or drainboard
are receptor, a wye branch
fitting on the tailpiece of a kitchen
PUCT5
sink, or a dishwasher connection of
-DUCTS 514ALL BE LEA< TESTED IN
a food waste grinder.
ACCOFVANCE LUIT14 WNU RS-33
UPC 414.3
PER LU5EC R40333
-DUCT5, AIR HANDLERS, FILTER
BOXES SHALL BE SEALED AS
PER MI&OIAI-R403.3,2
LANDIWG AT EXTERIOR DOORWAY SHALL
NOT BE MORE THAN 13/4' BELOW T14E TOP OF
THRESHOLD PROVIDED THE DOOR, OTHER
THAN EXTERIOR STORM OR SCREEN DOOR5
DOES NOT SOW. OVER THE LANDING. IRO
R31132
-DRYER VENT,
MISO2A& LENGTH IDENTIFICATION. WHERE T14E
EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS
35 FEET (10 668 MM), THE EQUIVALENT LENGTH OF
THE EXHAUST DUCT SHALL BE IDENTIFIED ON
A PERMANENT LABEL OR TAG. THE LABEL OR TAG
514ALL BE LOCATED WITHIN 6 FEE (162S MM) OF
THE EXHAUST DUCT CONNECTION
604.10.1 TRACER WIFE. PLASTIC MATERIALS FOR
BUILDING SUPPLY PIPING OUTSIDE UNDER' 5ROUND
SHALL HAVE A BLUE INSULATED COPPER
TRACER WIRE OF OTHER APPROVED CONDUCTOR
INSTALLED ADJACENT TO THE PIPING. ACCESS SHALL
BE PROVIDED TO THE TRACER
WIRE OR THE TRACER WIFE $WALL TERMINATE ABOVE
GROUND AT EAC14 END OF THE NONMETALLIC PIPING.
THE TRACER WIRE SIZE SHALL BE
NOT LESS T14AN IS AM AND THE INSULATION TYPE
SHALL BE SUITABLE FOR DIRECT ISLIRIAL.
R3025 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION.
OPENINGS AND PENETRATIONS THROUG14 THE WALL5 OR CEILINGS
5EPAPAT[Wj THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE
WITH SECTIONS R3025.1 THROUGH R302.53�
R302-5.1 OPENING PROTECTION. OFENIN35 FROM A PRIVATE
GARAGE DIRECTLY INTO A ROOM USED FOR 5LEEI-IW, PURPOSES SHALL
NOT BE PERMITTED. OT14ER OPENINGS BETWEEN THE GARAGE AND
RE51DENCE $14ALL [BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I INCHES
(35 MM) IN THICKNESS, 50LID OR HONEYCOME-CORE STEEL DOOR5 NOT
LE55 THAN I j INrWES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOP5,
EQUIPI-ED WITH A 6ELF-CLO61W, DEVICE.
R3025.2 DUCT FE14ETRATIOR DUCTS IN THE GARAGE AND DUCTS
PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLIN6.
FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26
GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND
SHALL NOT HAVE OPENINGS INTO THE GARAGE.
FW25.3 OT14ER PENETRATIONS. PENETRATION$ THROUGH T14E SEPARATION REQUIRED
IN 6ECTICN R302f, 514ALL BE PROTECTED AS REQUIRED BY
SECTION R302.11, ITEM 4
R302.6 DWELOW.-GARAGE FIRE SEPARATION. THE GARAGE SHALL
r
BE SEPARATE ') A�5 RECIURED BY TABLE R302L OPENINGS IN
GARAGE WALLS 514ALL COMPLY WITH SECTION R3025 ATTACHMENT
OF 'YPWMI BOARD SHALL COMPLY WITH TABLE R10235. THE WALL
r
SEPARATION PROVISIONS OF TABLE "2.6 SHALL 140T APPLY TO
GARAGE WALL$ THAT ARE PERPENDICULAR THE THE ADJACENT DWELLING
UNIT WALL.
R302.1 UNDER -STAIR PROTECTION. ENCL06ED ACI-EE61BLE $FACE
LINDER STAIRS $14ALL HAVE WALL$, UNDER-5TAIR SURFACE AND ANY SOFFITS
PROTECTED ON T14E ENCLOSED SIDE WITH j INCH (12.1 MM)
GYPSUM BOARD.
TABLE 302.6
DWELLING-GARAGR SEPARATION
SEPARATION
MATERIAL
NOT LESS 1/2 INCH GYPSUM OR EQUIVALENT
FROM THE RESIDENCE AND ATTIC$
APPLIED TO THE GARAGE SIDE
FROM HABITABLE ROOM ABOVE THE GAP -AGE
NOT LESS 5/8 INC14 TYPE X GYPSUM
BOARD OR EQUIVALENT
5TRUCTURE(6) SUPPORTING FLOORCEII-IING ASSEMBLIES
USED FOR SEPARATION REQUIRED BY THIS SECTION
14 OT LE55 1/2 INCH GYPSUM OR EQUIVALENT
GARAGE LOCATION LESS 3 FEET
NOT LESS 1/2 INC44 GYPSUM OR EQUIVALENT
FROM A DWELLING L141T ON THE SAME LOT
APPLIED TO T14E INTERIOR SIDE OF EXTERIOR
I WALL$ T14AT ARE WIT14IN THIS AREA
FOR 61 : I ING14 2 25.4 MM,I FOOT =304.6 MIT,
ALL DOORAUINDOUJI HEADERS TO BE 4xI0 DF#2 AT 2xro BEARING WALLS, I
ALL DOORAUINDOWI HEADERS TO BE 4x10 DF-2 AT 2x4 BEARING WALLS, Uj
WINDOW HEADERS AT & -8 ABOVE SU5 FLOOR, U.N.O.
PROVIDE FIREIBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1)
EXTERIOR WALL6 TO BE 2X(� AT 1r.' (MAX.) O.C. U.N.O.
INTERIOR PARTITIONS TO BE 2x4 AT 16' O.C. (2Xr. 6 PLUMBING WALLS, U.N.O.)
DUCTS THROUGH LUALL OR CEILING COMMON TO HOUSE MIN. 2& GAGE STEEL
NO DUCT OPENINGS 114 GARAGE
PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER 5EIW. SUPPORTED (U.N.O.)
MAIN FLOOR PLAN_
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BUILDWOEPARTMENT
CITY OF EDMONDS
REVISION DATE:
INIT: I
PROJECT
10-4-19
EY
MEY
6
DATE�
INIM
JACK
PROJECT
swv) mhnln
R402.4.1.2 TESTING. THE BUILIDINGG 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& (50 PA5GALSW). WHERE REQUIRED 13Y THE CODE
OFFICIAL, TESTING SHALL 15E CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE
RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING T14E TEST AND PROVIDED TO THE
CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF
THE 5UILDIW. THERMAL ENVELOPE. ONCE V15UAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE
R402.411), OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINE55 SHALL BE PERMITTED TO
BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.
PRODUCT
%' T 4 G PLYWD -
2X BLOCKING TYR
R-38 HD INSULATION
18' X 24' MIN
CRAWL SPACE
ACCESS
FLOOR JOISTS AS PER PLA14
cRowL SF*Arr= AcCESS DETAIL
SCALE: N.T.5.
AREA 5UMMARY MAIN HCU5E RENTAL AREA
MAIN FLOOR: 236 5F. 1-32 SF.
UPPER FLOOR: 5F. 603 SIP,
TOTAL: 2-380 SR 1135 Sp.
GRAND TOTAL: 3�,I'156F.
GARAGE: &F. 0 6F.
COVERED OUTDOOR LIVING AREA: 102 6F. 41 BF.
VERANDA VIEW� IS W. -13 &F.
ENTRY PORCH: 64 SF. 54 SF -
SMOKE DETECTORS
INSTALL SMOKE DETECTORS WHERE INDICATED
GSD
ALL SMOKE DETECTOR RECEIVE THERE POWER FROM THE PRIMARY
AND INTERCONNECTED PER fR314 , 4 4 R314A,
CARBON MONOXIDE ALARMS
R3155 POLUER SOURCE. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR FRIMARY POWER
FROM THE BUILDIWS WIRING 04ERE SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURICE AND,
WHERE PRIMARY POWER 16 INTERRUPED, SHALL RECEIVE POWER FR�m A BATTERY, WIRING SHALL
BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH, OTHER THAN TW05E REQUIRED FOR
OVERCURRENT PROTECTICN.
EXCEPTIONS:
1. CARBON MONOX DE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED W14ERE
INSTALLED IN ELI LDING6 WITHOUT COMMERCIAL POWER,
VENTILATION SCHEDULE FOR MAIN HOUSE
VENTILATION REQUIREMENTS OF IRC TABLE M150-1.4
SYMBOL
I
KITCHEN 100 CFM INTERMITTENT OR
(VT.0) 25 CFM CONTINUOUS
2
BATHROOM5-TOlLET ROOMS MECHANICAL EXHAUST CAPACITY
(V.tO) or So CFM MIN. INTERMITTENT OR 20
CFM CONTINUOUS
VENTILATION RATE FOR WHOLE HOUSE FAN TO BE &0 CFM
PER TABLE M150'1.33(0 INDOOR AIR QUALITY
HVAG CONTRACTOR TO SPECIFY LOCATION.
I VENTILATION SCHEDULE FOR RENTAL ADU
IVEENTILATII N REQUIREMENT5 OF IRC TABLE M1501.4
6YM50L
47-1
KITCHENS 100 CFM INTERMITTENT OR
(VT.0) 25 CFM CONTINUOUS
BATHROOMS- TOILET ROOMS mr-HANCAL ET<144UST CAPACITY
2
(V.T.0) OF 50 CFM MIN. INTEWITTENT OR 20
CFM CONTINUOUS
VENTILATION RATE FOR WHOLE HOUSE PAN TO BE 30 CFM
PER TABLE 1`1150-1330) INDOOR AIR QUALITY
HVAC CONTRACTOR TO SPECIFY LOCATION.
E
5UILDIW3 AIR LEAKAGE I;E�_:T:
'� j
REQUIRED AS PER UrzEC R402.4.12
'NOT
DUCTS
-DUCTS SHALL BE LEAK TESTED IN
ACCORDANCE WITH M R5-33
PER U15EC R403.3.3
-DUCTS, AIR HANDLERS, FILTER
BOXES SHALL BE SEALED AS
PER `11601.4.1-R403.3.2
LANDING AT EXTERIOR DOORWAY SHALL
NOT BE MORE THAN 13/4' BELOW THE TOP OF
THRESHOLD PROVIDED THE DOOR, OTHER
THAN EXTERIOR STOW OR SCREEN DOORS
DOES NOT WING, OVER THE LANDING. [PC
R311_32
i)RYER VENT,
M1502.4.6 LENGTH IDENTIFICATION. LINERE T14Z
EX14AL15T DUCT EQUIVALENT LENGTH EXCEEDS
35 FEET 10 ( 68 MM), THE EQUIVALENT LENGTH OF
THE EXHAUST DUCT SHALL BE IDENTIFIED ON
A PERMANENT LABEL OR TAG. THE LABEL OR TAG
SHALL BE LOCATED WITHIN & FEE (18213 MM) OF
T14E EXHAUST DUCT CONNECTION
( 04JO.1 TRACER WIPE. PLASTIC MATERIALS FOR
BUILDI SUPPLY PIPING OUTSIDE UNDER3ROUND
SHALL 14AVE A BLUE INSULATED COPPER
TRACER WIRE OF OTHER APPROVED CONDUCTOR
INSTALLED ADJArENT TO THE PIPING. ACCESS SHALL
BE PROVIDED TO THE TRACER
WIRE OR THE TRACER WIRE SHALL TERMINATE A50VE
GROUND AT EACH END OF THE 140WETALLIC PIPING.
THE TRACER WIRE SIZE SHALL BE
NOT LE66 T14AN IS AULIG AND THE INSULATION TYPE
SHALL BE SUITABLE FOR DIRECT BUPJAL.
R3025 DILIELLING-GARAGE 01-ENING AND PENETRATION PROTECTION.
OPENINGS AND PENETRATION$ T14RCZH T14E WALLS OR CEILINGS
SEPARATING THE DLLELLING FROM THE GARAGE $HALL BE IN ACCORDANCE
WITH SECTIONS R3025.1 THROUGH R302.53.
R3025.1 OPENING PROTECTION, OPENINGS FROM A PRIVATE
GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL
140T BE PEWITTED. OTHER OPENINGS BETWEEN THE GARAGE 40
RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOOR' 5 NOT LESS THAN I INCHES
(3S MM) IN THICKNESS, 50LID OR HONEYCOMB -CORE STEEL DOOR5 NOT
LESS THAN I A INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOR$,
EQUIPPED WITH A SELF-CLOSIN63 DEVICE.
R30252 DUCT PENETRATION. DUCTS IN T14E GARAGE AND DUCTS
PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING
FROM T14E GARAGE $HALL BE CONSTRUCTED Of A MINIMUM NO. 26
GAGE (0.46 MM) 6HEET STEEL OR OT14ER APPROVED MATERIAL AND
SHALL NOT HAVE OPENINGS INTO THE GARAGE.
R302.53 OT14ER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED
IN SECTION 0 ' SHALL BE PROTECTED AS REQUIRED BY
'3 21
p
SECTION R302.11, ITEM 4
R302b DWELLING-GARArE FIRE SEPARATION. THE GARAGE SHALL
BE SEPARATED AS REQUIRED BY TABLE R302b OPENINGS IN
GARAGE WALLS SHALL COMPLY WITH SECTION R3025 ATTAC14MENT
OF GYPSUM BOARD SHALL COMPLY WITH TABLE R102.3.5. THE WALL
SEPARATION F-ROV151ONG OF TABLE R302b SHALL NOT APPLY TO
GARAGE WALLS T14AT ARE PERPENDICULAR T14E T14E ADJACENT DWELLING
UNIT WALL.
R302.1 UNDER-5TAIR PROTECTION. ENCL06ED ACCESSIBLE SPACE
LINDER 6TAIR5 SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND A14Y SOFFITS
PROTECTED ON THE ENCL05ED SIDE WITH I INCH (12.1 MM)
GYPSUM BOARD.
TAME 302.(o
DUJELLING-GARAGR SEPARATION
SEPARATION
MATERIAL
NOT LESS 112 INCH GYPSUM OR EQUIVALENT
FROM THE RESIDENCE AND ATTIC$
APPLIED TO T14E GARAGE SIDE
FROM HABITABLE ROOM ABOVE THE GARAGE
NOT LESS 5/8 INCH TYPE X GYPSUM
BOARD OR EQUIVALENT
6TRUCTURE(6) SUPPORTING. FLOORfCEILIING ASSEMBLIES
USED FOR 6EPARATION REQUIRED BY THIS SECTION
NOT LE55 In INCH GYPSUM OR ECUIVALENT
GARAGE LOCATICN LE66 3 FEET
NOT LES61/2 INC14 GYPSUM OR EQUIVALENT
FROM A DWELLINC, UNIT ON T14E SAME LOT
XTERIOR
APPLIED TO T14E INTERIOR SIDE OF EXTERIOR
� �A
WALLS THAT ARE WITHIN TH16
FOR 61 : I INCH - 25.4 MMJ FOOT -304.8 MM.
ALL DOOR/WINDOW HEADERS TO BE 4x10 DM AT 2x6 BEARING WALLS, t
ALL DOORtWINDOW HEADERS TO BE 4xI0 DF-2 AT 2x4 BEARING WALLS, U.1
WINDOW HEADE— Al & -0 0 5 -0 PLAIE 4 a -0 HDFR a 9 -0 ATE AE!=
PROVIDE FIRE15LOCKING AS REQUIRED (SEE NOTES ON SHEET 1)
EXTERIOR WALLS TO BE 2X& AT 19," (MAXd O.C. U.N.O.
INTERIOR PARTITIONS TO BE 2x4 AT Ir.' O.C. (2X& - PLUM1514-3 WALLS, UND-)
DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN, 26 GAGE STEEL
NO DUCT OPENINGS IN GARAGE
PROVIDE SOLID FRAMING EQUAL TO THE WIDTH Or THE MEMBER BEING SUPPORTED (U.N.O.)
MAIN FLOOR PLAN_
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REVISION DATE: INIT: PROJECT
10-4-18
DATr:
"1-06-2018
INIT:
JACK
f6FROJSCT 1-.
TOP CLEARANCE
NOTE:
ATTIC DRAFT STOP PER
p
'3023 EXCEPTION 12 AND R302JI
DRAFT STOP PER 1/2'GLB
OR 3/5 PANEL ALL PLUMBING WORK MUST
COMPLY WIT14 NATIONAL
APPLICABLE STATE AND
REFER TO
MANUrACT
MINIMUM
MOUNTING
SIDE
LOCAL PLUMBING CODES.
CLEARANCE
CLEARAN(
I LAYERS YGOB.
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RESULTS OF THE TEST SHALL BE 54GNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE
CODE OFFICIAL. TESTING SHALL BE PERFORMED AT MY TIME AFTER CREATION OF ALL PENETRATIONS OF
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(��) 2018 Level Design, LLC.
f-ROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SIJI=I-ORTED (U.N.O.)
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BUILENNODEPARTMENT
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I LAYERS 'WGIU5.
TYPE X APPLIED ON
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P302.11.1 2 IN AIR SPACE, FIRE
BLOCK AT CEILINGS OR FLOORS
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GLA55 FIBER GLASS
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R302JI.1 q IN AIR SPACE, FIRE
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PER GA FILE NO. W`
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WALL ASSEMBLIES NEED NOT EXTEND THR,%GI4
ATTIC SPACE WHEN THE CEILING 16 PROTECTED BY
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FRAMING SUPPORTING THE CEILING SMALL AL50
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BOARD OR EQUIVALENT.
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To QUALIFY FOR T1415 OPTION, THE WATER HEATER EQUIPMENT TYPE AND MINIMUM EQUIPMENT
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JANKLESS WATER WEATER
'SCALE; N.T.e.
�A'T* ACX PLY 614TG
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WINDOW HEADER$ AT 0 8--0' I -LATE 4 5'-0'HDR � J'-0' PLATE A50VE 5U5 FLOOR, U.N.O.
EXTERIOR WALLS TO ME 2X& AT II O�C, UN�O.
UPPER FLOOR PLAN
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PROVIDE SUPPLEMENTAL JOISTS/5LOr-KING 5ELOW $HEAR WALLS AS INDICATED ON FRAMING PLAN
@ 2018 Level Design, LLC. SCALE: 114"=1'-0"
PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEM5ER BEING SUMPORTED (UNO.)
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VAPOR BARRIER, TYR
PFRE-FINISHrD CONTINUOUS
SHEETMrTAL FLASHING, TYP.
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SCALE : 1'- 1'-0'
D5L. TOP PLATE, TYP.
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R-21 INSULATION, TYP.
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AT HEADERS, TYR
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TYF. HEADER CON5TRUCTION
T PER W6EC TABLE 402.1.1 SCALE : �*,'- 1'-0'
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VENTED BLOCKINGS AT REQUIRED BAY$
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CONTINUOUS METAL GUTTER
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2.6 STUDS - 16' O.C. - TYP.
R-21 INSULATION
1/16' SHEATHING - TYP.
TYVEK WRAP - TTP
51DIWG PER ELEVATION
114' T4G PLYWOOD GLUED 4 NAILED
FLOOR JOISTS FIER PLAN
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COMPOSITION ROOFING ON
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12
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2 � 6 STUD5 - 16'
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T 4 6 PLTWD
/--GLUED 4 NAILED TYP.
RENTAL
MINI-MA6TEIR COVERED
GUE5TROOM H � IT DOOR
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FLOOR JOISTS AS PER PLAN—,,,, 1111 UE 4 NAILED TTP.
APPROX. GRA ' ' 'I I -
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DI FILTER FABRIC OVER —
AS
SECTION "All
2018 Level Design, LLC. SCALE: 1/4" =V-011
TYPICAL ROOF CONSTRUCTION
COMPOS, TION ROOr SHINGLES
15- ROOF�NG FELT
11*' SHEATHING RATED 24/le,
STRUCTURAL SYSTEM AS NOTED ON FRAMIN6 PLAN
R-4e INSULATION
5/a'GWB, CEILING
1/0' TO 1/4' MESH SCREEN OVER OPENINGS
MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150
Or VENTED AfREA SPAGE OR 1/300 IF 40-50�1
VENTIN6. IN UPPER ATTIC OR RAFTER SPACE. PER RC R12or-2
PROvIDE I' MINIMUM CLEARANCE BETWEEN INSULATION
AND SHEATHING AT VENTS PER IRC SECTION FRB063
TYPICAL WALL CONSTRUCTION
SIDING AND/OR VENEER FIER ELEVATION
1116' PLY Of-, 065 5HTG.( UNO
TYVEK BUILDING WRAP OR EQ.
2Xr, STUDS - 16' O.C. EXTERIOR WALLS U.N.O.
EXTERIOR WALL NOTCH 25%, BORING 40%.
&0% 50RING IF DOUBLED 4 NOT MORE
THAN TWO SUCCESSIVE STUDS. SEE NOTE ON SHEET I
2x4 STUDS a Iro* O.C., INTERIOR PARTITIONS
(2Xr� - PLUMBING WALLS)
NON -BEARING WALL MAXIMUM NOTCH 40%,50RINr. f.0%
HOLES NO CLOSER THE 5/a INCH To FACE OF STUD
R-21 INSULATION WITH VAPOR BARRIER
1/2'GW5. INTERIOR SHEATHING
TYPICAL FLOOR CONSTRUCTION
FINISHED FLOOR PER FILANS
3/4' T4G PLYWOOD 5115FLOOR (GLUE AND NAIL)
FLOOR JOISTS PER PLAN
R-30 INSULATION OVER UNHEATED AREAS,
HANDRAIL TO BE PFZE5ENT ON
EAST ONE SIDE OF STAIP_
4' SPHERE 6 LL HANCK'-'IP PORTION OF HANDRAILS
SWALL HAVE CIRCULAR CROSS SECTION
NOT PAS$ W OF I/4'MIN. 4 2' MAX
ALL REQUIRED GUARDRAILS To BE 36-
MIN. IN �EIGWT.
OPENINSS FOR REOUIRED (SUAIRDS, ON
THE SIDES Or STAIR TREADS SHALL NOT
ALLOW A SPHERE 4% INCHES (10-I—) TO PASS THROUG14.
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WITH STRIN63EI;r, IF AREA UNDER
_��72><4 THRUST BLOCK STAIRS 15 UNFINISHED
INTERIOP/r.UARL)RAIL STAIR 140TES:
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TO RE516T A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTION$ RMAJ
LIGHTING 16 REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROL$ AT T14E
TOP AND BOTTOM OF STAIRS WIT14 6 OR MORE RISER' 5. RC SECTION R303.1
THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW
A4'WHEFETOl'A56TWROLr.14ANYOPENIW.. IRC SECTION R312J3
MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL $HALL BE NO LESS T14AN 3& INCHES.
IRC SECTION R311.11
STAR 4 STAIR LANDING. MINIMUM WIDTH 514ALL BE NO LESS THAN 36- (31y CLEAR IF ONE
HANDRAIL, 12TCLEAR IF2 HANDRAILS. IRC5ECTIONP311.1.1
T14E TREAD$ LEADING EDGE CURVATURE CAN WAVE A MAX RADIUS OF S/16'. THE MAX.
BEVELING OF THE NOSING 514ALL BE NO MORE THAN!,,'. IRC SECTION R3105.B
R15ER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN
IRC SECTION R31LI.5.1
NOSING 16 NOT REQUIRED FOR STAIRS WITH TREADS GREATER T14AN 11'.
IRC SECTICN
EXTERIOR STAIR NOTES:
EXTERIOR STAIR LIGHTING AT TOP LANDIWS WITH CONTROLS IN61DE THE DWELLING,
IRC SECTION R30.1.1
A MAXIMUM SLOPE OF 1:48 (2%) 16 REQUIRED AT EXTERIOR LANDINGS AND TREADS
FOR DRAINAGE. IRC SECTION R3113
INTERIOR WINDER STAIR NOTES:
WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6- DEPTH AT INNER EDGE.
IRC SECTION R311.1,52.1
WINDER TREAD DEPTH OF 10' WITH IN 12' OF THE INSIDE RC SECTION R311,152.1
7�44 __
' NOTES
DW NOTES
LANDING WIDTH SHALL NOT BE LESS T14AN TWAT OF STAIR SERVED IRC R311.6
L LAND - WIDTH IHALL V I
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REVISION DATE! INIT:
PROJECT 1.
10-4-19, MET
0&-20-16 MET
A
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'I-08-20le,
INIT:
JACK
PROJECT-�
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4 CORNER 5D. TYP.
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2018 Level Design, LLC. SCALE: 1/4" =11'-011
SH
TY
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6' BE
TYP.
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NO FIELD ALTERATIONS WILL BE AUTHORIZED
UNLESS ACCOMPANIED BY REVISED DRAWINGS.
NOTE:
NOTE:
REFER TO STRUCTURAL SHEETS FOR SHEAR WALL
CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF
SCHEDULE AND ENGINEERING PLAN WHICH
PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO
CONTAIN DETAIL REFERENCES AND/OR
DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT
INSTRUCTIONS PERTAINING TO EACH SHEAR WALL
BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM
INDICATED IN THIS PLAN.
UNAUTHORIZED WORK PERFORMED BYTHE CONTRACTOR.
'C' 4��' V' 46.0'
NOTE:
APPROVED NUMBERS OR ADDRESSES SHALL BE FIROVIDED
FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE
PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. ADDRESS NUMBERS ARE REOURED TO BE
FRONT ELEVATION 4' HIGH WITH A 1/2" STROKE.
@ 2018 Level Design, LLC. SCALE: 1/4" =11-011
VERIFY SHEAR WALL NAILINk-, AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING
MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C.
PROVIDE GALVANIZED SWEET METAL FLASHINGAND COUNTERFLASHING AT ALL
ROOF / WALL WERSECTION6, CHIMNEYS, AND SKYLIGHTS
PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINr_>OLUS AS REQuiRr=D
CAULK ALL EXTERIOR JOINTS AND PENETRATIONS
POST ADDRE66 ON BLDG. PRIOR TO FINAL INSPECTION
LOTS SMALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM
FOUNDATION WALL. SLOPE SHALL BE 6' IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE
DRAINAGE AWAY FROM STRUCTURE
FASTENERS TO BE qOT-DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT)
RESUB
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INIT:
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TYP. 'C' 4�b'
RIGHT ELEVATION
2018 Level Design, LLC. SCALE: 1/41, =1--o"
5/4 � I
61 BE
TYP.
5/4 x 4 CORNE
* NO FIELD ALTERATIONS WILL BE AUTHORIZED
UNLESS ACCOMPANIED BY REVISED DRAWINGS.
NOTE: NOTE:
REFER TO ESTRUCTURAL SHEETS FOR SHEAR WALL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF
3
SCHEDULE AND ENGINEERING PLAN WHICH PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO
I
CONTAIN DETAIL REFERENCES ANID/OR DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT
INSTRUCTIONS PERTAINING TO EACH SHEAR WALL BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM
INDICATED IN THIS PLAN. UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR
'C' 45,&' 'D' 46.0'
NOTE:
APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED
FOR ALL NEW BUILDINGS N SUCH A POSITION AS TO BE
IN
PLAINLY V1515LE AND LEGIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. ADDRESS NUMBERS ARE REQUIRED TO BE
FRONT ELEVATION 4' HIG14 WITH A '/,' STROKE.
@ 2018 Level Design, LLC. SCALE: 14 =11-01,
VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING
MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C.
PROVIDE GALVANIZED SHEET METAL FL46HING AND COUNTERFLASHING AT ALL
ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS
PROVIDE WEATHERSTRIFT=ING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED
CAULK ALL EXTERIOR JOINT5 AND PENETRATIONS
POST ADDRE55 ON BLDG. PRIOR TO FINAL INSPECTION
LOTS SHALL BE GRACED AS TO DRAIN SURFACE WATER AWAY FROM
FOUNDATION WALL. SLOPE SHALL BE r." IN FIRST 10 FT, OR DRAINS OR $WALES SHALL BE f-ROVIDED TO ENSURE
DRAINAGE AWAY FROM STRUCTURE
FASTENERS TO BE HOT -DIPPED GALV. 5TEEL_STAINLES6 OR ALUM. (CORROSION RESISTANT)
NOTE: PROVIDE CONTINJOS
PRE -PAINTED (317' R-A6HIW,
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PROJECT
GENERAL CONSTRUCTION NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO
THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING
SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
CURRENT INTERNATIONAL BUILDING CODE (2015 IBC)
2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER
MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT
EDITION) Zdj� SWMMWVV
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS
REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED
OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE
PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT
CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR
SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE.
A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF
EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL
PROJECT APPROVAL. 000 6L6C-TV,6hlIC COPY SrIALA, O(F �uom6ffdP
AL60-
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK
INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL
VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY
LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW
UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE
FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES
LOCATIONSERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT
(WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH
THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR
PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND
PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY
EQUIPMENT, STOCKPILING) .
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL
FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH
COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND
LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR
EXISTING SITE FEATURES.
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES
AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
INDICATED ON THE PLANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS NOTED OTHERWISE.
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL
CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE
STORMWATER DETENTION SYSTEM.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE
DRAWINGS.
21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC
WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE,
PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE
BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR
EMAILED TO JEFF. KOBLYK@EDM ONDSWA. GOV. BACKFLOW TESTING SHALL
BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER.
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION
CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND
STANDARDS.
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR
STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE
EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL
REQUIREMENTS.
24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT
PRIOR APPROVAL.
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND
MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS
EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXIST&G
AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF
GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT
SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS.
CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED
OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN
APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES.
31. ALL UTILITIES SHALL BE PLACED UNDERGROUND
32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
REPRESENTATIVE PRIOR TO BACKFILLING.
33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE
NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM
DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE AND CITY.
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY
SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE
PROVIDED TO THE CITY PRIOR TO PAVING.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE
UTILITIES.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE UTILITIES WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR
ELECTRICAL WORK.
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION
SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY
ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION.
CONSTRUCTION SEQUENCE NOTES
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION
AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION
ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND
EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO
ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION
CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL
PERMANENT VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE
IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOV\O
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
IMPROVEMENTS.
13. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETATION OF ENTIRE SITE.
14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY
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BUIL TMENT
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BELLEVUE, WA
(206) 778-2431
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REVISIONS DATE
DESIGNi
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United States 11-41
Postal Service
The Refinery Salon
Claire's
VICINITY MAP (N.T.S.)
GENERAL INFO:
SITE ADDRESS:
228 SUNSET AVE N, EDMONDS, WA 98020
OWNER
HANGYUAN ZHAO
TEL: 206 715 7769
TAX ACCOUNT PARCEL 0043-440-110-0500
LOT AFEA:
7195 SF
LOT SLDPE:
4%
IMPERVIOUS SURFACE
CALCS
LINE ,
TYPE
AREA (SO. FT.)
1.
EXEMPT
0.0 SF
—
EXEMPT
NON-EXEMPT
REPLACED
0.0
0:9- -VHsF
NEW
0.0
349"F Sjq5
NEW-1�NONEXEM'KT 0.0
_Ug"F4�,Atj
HEIGH?, CALCS
A = +45 _6'
B = +45.7'
C = +45.61
D = + 48.0'
AVE GROE = +45.7'
ACTUAL = +70.51
MAXIMUM = +70.8'
STRUCTURAL LOT COVERAGE
PROPOSED BUILDING = 2,129 SQ. FT.
EXISTIEG NEIGHBOR BUILDING AREA 285 SQ. FT.
TOTAL = COVERAGE = 2,414SQ.FT.
2,414/1,195 = .335 OR 34%
GRADING:
CUT: 0.0
FILL: 0.0
Is I I,
RESUB
SEP 0 6 2019
SUILDM MPARTMENT
CITY OF EDMONDS
FILTER FABRIC MATERIAL IN CONTINOWS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
NOIES;
1. CONTRACTOR/0109LOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL 7NI PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FEN E TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. C BEFORE OTHER WORK CAN BEGIN
RLMSION DATE
FILTER FABRIC FENCE JARUARF 2018
FILTRATION SYSTEMS
STANDARD
DETAIL
�PROVED HY� R. ENGLISH ER-900
TESC GENERAL NOTES:
1 - From October 1 to April 30, no soil shall remain unstabilized for more than 2 days. From May 1
to September 30, no soils shall remain unstabilized for more than 7 days. Stabilize all soils, including
stockpiles that are temporarily exposed. Use one of the following to temporarily stabilize soils,
including stockpiles: E1.10 Temporary Seeding & Mulching, E1.15 Matting/Rolled Erosion Control
Products, E1.20 Plastic Covering.
2. After construction but before project is considered completed, permanently stabilize all exposed
soils that have been disturbed during construction.
3. Use E3.10 Filter fence to prevent the transport of sediment from*the site.
4. Prevent sediment from entering all storm drains, including ditches that receive runof" from the
disturbed area, by installing storm drain inlet inserts, using sandbags and vacuuming sediment from
impervious surfaces.
5. Provide periodic street cleaning by sweeping or shoveling any sediment that may ha\e been
tracked out. Place sediment in a suitable disposal area where it will not erode again, E2.10
Construction Access.
6. Inspect and maintain required erosion controls to ensure continued performance of their intended
function.
7. The contractor shall employ emergency measures to remove sediment from paved surfaces, as
needed. Street sweeping shall be considered an emergency measure and not a basic co'nponent of
the TESC system. Sediment tracked onto paved surfaces shall not be washed into storro drains or
other utility inlets.
soils will be compost amended per BMP T5.13.
9. In future pervious pavement areas, if construction traffic con not feasibly avoid the area,
over —excavate and obtain geotechnical approval of the sub —grade prior to placing rock for the
pervious pavement section.
10. Install and maintain all TESC measures according to approved plans, City of Edmonds standard
details, and all other measures that may be required during construction.
DETAIL NOTES
THE MINIMUM LENGTH SHALL BE a-TIENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY,
ATO ORKWAY RAMP ANDYCIR 517E AC"n RW IV WIDE ". SEE TAKE BLOW FOR REQUTIRED LEWit
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FECINING OR ONERTEID TOWARD CONSTRI)CRON ENTRANCES SHALL BE PIPER
ACROSS THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUN'INBLE BERM WITH 5:1 SLOPES "1LL BE PERMITTED-
2. "NTENANCE - TUC ENrRA.NCE SPML BE NAINTAINED IN A C�DITIGN WHICS WILL PFIEVEW TRACN[ING OR FUDwING
OF SEDIMENT OFF SITE &ND/Ofl ONTO PLIBUC RICHT-OF-WAY. THIS NAY REQUFM FEMODIG TOP DRESSING WrM
ADDITIONAL OLARRY SPALLS AS CONDITIONS DEMAND AND REP -MR ANDIQR CLEANOUF OF ANY MEASURE'S W-;ED- TO
7W 5DOMENL ALL SOMM SPILLED. QROPPCD� WASKED OR TRArKED Off WE ANDIOR ONTO PUBLIC
RIGHT-OF-WAY ML*T IN RIENOYED r4UE9KTCLY,
3, WHE ELS SHALL BE CLeANED TO REMOVE SEoweNT PRIOR 70 LrA�NG THE Sffr "EN WASNN'G S USED. 17 S�
BE DOKE ON AN AREA STABILIZED WITH QUARRY SPALLS A140 AHCH GRAINS M70 AN APPROVED MWENT 7RAM�o
Deftt.
4.1NISPECTION AND 14EMED MAINTENANCE 114APL BE PROVIDED AMR EACH RXN�
-PROVIDE Are OR ASPHALT
TRANSITION "HW FRONTAGE
ROAD IS AN ARTERIAL
LENGTPI M BE GETERMIKED
BY CIDY INSPECTOR. CITY INSPECTION REQUIRE1 11"
ALL EROSPON CONTROL WETHODS
113EFORE OTHER WORK 'IN RIECIN
INDS S7AeILIZFD CONSTRUCTION
I ENTRANCE
COVER
TEMPORARY SEEDING AND MULCHING E1.10
SEEDING MAY BE USED ONLY BETWEEN APRIL 1 AND JUNE 30, AND SEPTEMBER 1 AND OCTOBER 30.
AREA STRIPPED AND THEN TEMPORARILY
SEEDED, USING EITHER BONDED FIBER
MATRICES OR HYDRO SEEDING
TECHNIQUES.
CHING:
5TW �h
1. A TE WTH LESS THAN 30% SLOPE;
SITE
2-3 BALES OF STRAW EQUALS 2-INCHES OF
STRAW MULCH OVER 1000 SOARE FEET.
2. MULCH SHALL BE WEED MEE STRAW.
............
"FaHE-1.1
.. I . . . . . . . . . . . . . . . . . . . . .
........... .......................
NAME
........
.......
. ....
I 11111R1111 11 WDIHI
I PURITY
..
I GERMINATION
REDTOP (AGROSTIS ALBA)
1 10%
92
9
ANNUAL RYE (LOLIUM MULTIFLORUM)
40%
98
CHEWINGS FESCUE (FETUCA RUBRA COMMUTATA)
40%
97
WHITE DUTCH CLOVER (TRIFOLIUM PEPENS)
40%
96
REASON: TO PROVIDE TEMPORARY SOIL STABILIZATION BY PLANTING GRASSES AND LEGUMES TO AREAS
REMAIN BARE FOR MORE THAN 7 DAYS WHERE PERMANENT COVER IS NOT NECESSARY OR AP
SYMBOL:
PLASTIC COVERING
---CONVEY RUNOFF TO APPROVED LOCATION,
CUT SLOPES
BURY SHEETING IN 4 IN. X 6 IN, TRE14CM NCHOR WEIGHTS WTH STAKES
MINIMUM OF 8 FT. SETBACK FROM Top 0
SLOPE. BACKFILL WTH WASHED ROC —CONVEY RUNOFF TO
E�L . _,,, APPROVED LOCATION.
TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH
MINIMUM OF 3 FT. SETBACK FROM BOTTOM
VASHED I
OF SLOPE. BACKFILL IMTH V ROCI
CONVEY RUNOFF TO APPROVED LOCATIONID.N��
TO PROM E IMMEDIATE TEMP RARY EROSION PROTECTION TO SLOPES AND
EASON: DISTURBEDD AREAS THAT CANONOT BE COVERED BY MULCHING & MATTING
C�
SYMBOL: PC
HOME TECH
4946 131 ST PL SE
BELLEVUE, WA
(206) 778-2431
322 9
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�ESIGI\li
Y. S.
DRAWING,
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CHECK,
Y. S.
DATE,
MAR 30, 2019
SCALE1
AS SHOWN
SHEET1
GT2
(9-
(IF SIDE) FOR FUTURE DEVELOPMENT)
PROPERTY
LINE @
SEWER US SHALL BE LOWED 1G' INSIDE PROPERTY UNE & STAKED. PLACE 2 . 4
ST
AT END OF SIDE SEWER STUB AND CUT TO LE14M TO ENSURE 3 FEET EXTENDS
APROVIE. GRADE PANT TOP 18 INC FS WHITE. IN 3 INCH.HIG4 LFFIERS� STENCIL THE
FINISHED GRADE
RESIOE14CE
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-L
CUFA 7
GAUGE WERE TO BE DOUBLE WRAPPED AROUNDORIPE AND 2 4 STAKE AT OR ABOVE
M141SHED CRADE.
J]
r
W WiTtINOU
45'
BEND AND
2 CA
2- CAP
METER SUPPLIED
CITY Q
CLEANOUT MAX)
MR)
NO CLEANOW COVER
PERICOE STD URL SS-200
__T
/,-LIC
NOT TO EXCECD 100' OETWall CLEANOM
CLEANDUFF (WYE
AND ClEANDINT COVER) AND
- - - - - - -
CONCRETE UEVrUNO DOLLAR
12' LOC14ING COVER
5
Li
SEE NOTE a
12'a: rFINISHED GRADE END OF PIPER GRIPPER PLUG
(CHERN 27001 OR APPROVED
EQUAL)
221r OR AS' BEND
6* TEST TEE
6" LATERAL SEWER
SWAPS - 2% WIN TO 60% MAX V WYE/6' RO AD SADDLE
13 �ERGN k
T' NT
WATER '11GHT CAP
SEE NOTES 1 AND 2
L
17
0 FLOW
LEVELING COLLAR-/
OSS BLE
BE SEE
lw RISEN SEE NOTE 4
10, ipNER MAIN
LOCATION
W 127 PVC SLEEVE
a' RISER
MATERIAL US7_,
4' OR IS' SIDE SEWER S" WYE AND S* CITY Sms
22.5' OR 45' BEND
ALL 1 � SEFNICES TO BE TYPE "x' sbrr COPPER TURING
GENIE AL cLEANouT DETA 4V BEND
e* TIES- Ter
I - ekUL CORP. STOP WITH CC THREAD INLET AND COPPER (CTG> GRP OUTLET (FORD OR MUE-LER)
UAL PURPOSE UNION
41, DR 45'
G" TEE
MIPT X tT� GRIP 13ALL VALVE CURB STOP EQUAL TO FORD 884-4440 FOR t-
(-12* LOCKING COVER SIDE SEWER CLEANOUT DEFAIL
POSSIBLE
ItIgaft'llm= I" MEIER BETTER WITH ANOLE BALL METER VALYE 15" HIGH WITH DUAL
ON AND OUTILLT, HORQ 0,NT'AL IN DUTLET EQUAL TO FORD V974�15W�l 1-44
VY EASEM
SEE Nr
SEWER MAIN
LOCATION
EHORIEZOIANTAL.
AlOVIE AN AC) SI-40LE &ECk, EQUAL TO FORD VEH74-15W-il-44
IS, USE SAME AS AD �
LEVE. . C.LLAR NOTES:
;j m NOTE
NOTES,
CC TAP SERVICE SADDLE EQUAL TO ROMAC 1015
D. F 5 1 SURFACE 1, SEWER PIPE SKALL BE SOR-35 AND dOINTS SHALL BE
GIN UNPAVED ARGASt WS014 1324 MSDCF WITH DUCTILEIROM COVER AND CAST IRON READER DOOR:
rASPHALT
ASI(ETED.
I. WHEN TAfPPSINO INTO EX�ISTWO MAIN A ROMAC STYLE 08 SADDLE SHALL BE USED. PLACEMENT OF TEE $HALL DEP41,110 04
N PAVED ARM, ARMOR CAST AGOO1946PCX12 RD' W1 A600195969 RGI LED
2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
0 '
I
DEPTH 0 EWER MAIN AS, A ME IM K THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE.
FOR VACANT LOT �(FUTURE USE) LOCATION MARKED WITH PAINTED 2' X 4" STAKE WITH "WATER' STENCILED ON IT
3. SEVIER CLEANOUIT COVER TO BE EAST JORDAN IRON WORKS
2 IF NEW MAIN 15 BONG INSTALLED OR MAIN IS BEING REPLACED. SERVICE CONNECTION TO THE NAIVE SHALL BE DONE
(D14 rA VINPAL, COATED WIRE TRACER (,rApEo To PLASTIC. PIPE EVERY ED') TO BE GROUNDED AT METER AND HOUSE
I FOOT L04C 12- PVC PRODUCT 000366102 STAR PIPE COSP48L OR APPROVED
I F W"
T
WITH A Wvt, WE WmL BE AT A 46 DEGREE AW44Lt ffiOM PIPE $PAINOUNE,
QSCHEDULE 46 3/4" OR I- PLUG. REMOVE WHEN CONNECTION IS MAD E%TO CUSTOMER LINE WITH. COMPRESSION FITTING
SLEEVE EQUAL.
. rE
.Lr
3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW C" LMERAL. A CONORLrEypvc moxowl< FERNCQ 80 SERIES
WATER SERVICE. TO HOUSE. INSOALLED BY OWNER/CCINTRACTOR CPER PLUMBING CODE)
RISIER END OF PIPE GRIPPER 4. LEVEIJNG DOLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
IS, END OF WE
OR ROU&C COUPILIHO SHALL Be USED AND SECURED PER MFWS INSTRUCTIONS.
(Dpgoputry .1 OWNER RIESPONgIbUr. MR PuRC14ASINO 3/4" On 0 METIER THIA,6UdH THE crry AT DryIELOPmENT SERVICES
DEPARWN�., CITY WILL SUPPLY AND� INSTALL METER AFTER PURCHASE� IF USING .3 5/4' METER, CONTRACTOR WILL
.RN
PLUG (CHERNE 27025
PLUG
OR, APPROVED EQUAL) IN ROADWAYS PER COE SID DWIC GIJ-424
OR APP
4. GORINC OF SUMEtS MTHIM RIGHT OF WAY IS NOT ALLOWED.
PROVIDE REDUCERS
TYPIM CILDNOUT IN SIDEWALX/LANDSCAPED ARM, EIT14ER 24-44-W
5. SEWER PIPE SHALL BE SOR-35 AND SMALL BE GASkFTED.
BACK SIDE OF.WETLfl BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY tHECITY ENEQINEEFL
RATED IS APPROVED CITY ENOINFER,
DEEP CONCRETE COLLAR OR 24" DIAMETER A, 5' DEEP
6. IF ME FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG On OTHER APPROVED WATERTIGHT PLUG,
METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC BOX W
CONCRETE COLLAR
CITY OF EDMONDS
WATER SERVICE
RWISION RAT
movEmorn 26c
CITY OF EDMONDS
SEWER CLEANOUT DETAILS
REVIVON DATE
JANUARY 2010
CITY OF EDMOND S
NEW LATERAL SEWER
Rmlow UTZ
FEBRUARY 2*10
STANDARD
STANDARD
STANDARD
�UBLIC WORKS
INSTALLATION
PUBLIC INORKS
PUBLIC WORKS
DEPARTMENT
DETAIL
DEPARTMEN7
DETAIL
DEPARTMENT
DETAIL
WA- 150
SS-200
ss-202
APPROVED UY; R. ENGLISH
APPROVED BY R. ENGLISH
APPROWD RY, R. ENGLISH
A,
'A-
777,
77777
PLAN VIEW
(NOT TO SCALE)
-FULL DEPTH 1/2" EXPANSION
CUIRBI TIER JOINT MA101AL
SEE CGE.STD 2% MAX
DTL TR-521
'L-2.1 MIN sla"VINUS cm
ON NATIVE BEARING SOIL
SEE NOTE 9
SEanON VIEW
NOTES: .(NOT TO SCALE)
1. ciry INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. CONCRETE %HALL BE CLASS 4000.
3. FINISH SHALL BE LIGHT ORO M.
4� SIDEWALK THICKNESS �INALL Or 4�_
& SIDEWALK THVXNESS AT CRIVLIVAYS S14ALL BE 6- THICK.
8. CURB AND CUTTER SMALL 13E P13URED SEPARATELY FROM SIDEWALK.
7. LIDS FOR JUNCTION BOXES AND UIIIJTY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER_
15, SEE COE 5111 TIED. TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION,
a, SUBORADE SPALL Or COMPACTED TO 4Sk MAYIMUM DENSITY,
10. ALL LOOE5 WITH EKPAN51ON JOINTS $11ALL HAVE i" RADIUS
CONCRETE SIDEWALK
001
3.,
)R MATCH
WHICHEVER is
-- 12
STANDARD TYPE *A" CURB/43UTTER
(NOT TO 9CALE)
NOlEt
I. cm INSPECTION: REQUIRED ON FORM IWARK PRIOR TO F011it
2. FORIS SHALL BE TRUE TO LINE AND GRADE AND ZECUREDr 57mED.
3, WN$I,)N JOINTS $14ALL 09 PLACED 40IMW TO ANY STRUCTURE,
C EXPNS1014 JOINITS SHALL BE EVERY 10 FEET.
5. EXRNSION JONES SHALL 44AVE t/2' TO 51V WIDE PRIEVIDLIDED JOINT FILLER.
S. CORRETE SHALL BE CLASS 3000.
7. FTNI!H SRALL BE LIGHT EIRCION1.
a. cum SHALL or. :sPpAYra WITH CLEAR DURING COMPOUND OF, SHALL BE cQyEftgu AND KEPT MOIST FOR 72 HQVRS.
S. REMOYAI./REPLACEMENT OF CONCRETE CURB $HALL 09 FROM CAPANSION TO EXPANSION JDINT, UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER,
10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REOUIRED AS DETERMINED BY CITY ENGINEER.
11. CURB/GUTDER SMALL BE 1W OR AS DIRECTED BY CITY ENGINEER.
12, ALL VERTICAL EWES SMALL BE TACKED.
,GN DATE I I I z, -Z��
OCTOBER 2013
RrvIsION DATE
CONCRETE JANUARY 2013
OF EDMONDS AND CUTTCIEUIJRRB
IU13LIC WORKS STANDARD
DEPARTMENT DETAIL
TRr=531 r _7777 BY., P.
m ED. ENcu9H
FLUSH EDGES
CONCRETE! HAND. SEE Nam 3
V
PAVEMEUMEE'E"L.E-LANS PERMEABLE PAVEMENT
A—, SECTION, SEE NOTE 2
2- (MEN) EMBEDUE14T KEY.
FROM AOJACVIT IMPERMENSILE:
PAVEMENT BASE
EXPANSION J611 MP) 0'- EXTEND TO INOTMEA OF PERMEABLE PAVEMENT VASE
CONCRETE 13AND WITHIN PAVED AREA
-WALK: / PLANTING STRIP
CURB AND GUTTER PER STID DIZIAIL TR-520
j TRIM LINER V` BELOW ADJACENT SURFACE PRIOR TO
ZOE ' RING COURSE
PLACEMENT OF PERMEABLE PAVEMENT WEA
I PER.EAOILE PAVEM.
SECTION. SEE NOTE 2
�Q MIL LINER, SEE NGTE I �,El�
EXTEND m7llom7TomoN
PAVrWEWr BASE
IMPERMEABLE LINER AT STANDARD CURB AND GUTTER
FLUSH BODIES;
TRIM UNER 17 BELOW ADJACE14T SURFACE PRIOR TD
SIDEWALK PLACEMENT. OF PERMEABLE PAVENE14T WEARING COURSE
PERMEABLE PhVEMT
SECTION, SEE NOTE 2
30 MIL UNIER,
SEE NOTE I
TX
EXTEND TO BOTTOM OF PAYEMENIT.SASE
IMPERMEABLE UNER AT EXISTING S DFWALK
1. IMPERMEABLE: LINER $HAU. BE HOPE CONFOR14ING TO GEDSYNTHETC RESEARCH INSTITUTE
(GRO CM13 OR LLOPE couraRMING TO ORI GM 17,
2. SEE M DETAIL 'jD-021 THROUGH 60-624 FOR PERMEABLE FAVEMENr !SECnQH.
3. CONCRETE SHALL BE CLASS 3-3GDD PSI. CONCRETE REINFORCEMENT AND EXPANSION
JOINT PLACUMPIff TO BE SPEtIFIWO BY ENGINEER.
RLY15101.4 DATE
EDGE TREATMENTS DECE40ER 2017
AT PAVEMENT INTERFACE
STANDARD
DETAIL
APPROVED
ENGINEERING DIVISION
-747 s CITED 'I-, -
D-'.3:- 11 -.31119
RESUB
SEP 0 6 2pq
BU'ftS
_E MT ENT
HOME TECH
4946 131ST PIL SE
BELLEVUE, WA
(206) 778-2431
G
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32229
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REVISIONS DATE
DESIGN,
Y. S,
DRAWING,
H, H.
CHECK,
Y. S.
DATE,
AUG 25, 2019
SCALE,
AS SHOWN
SHEET,
ESI
NOTE: WATER SHUT 0
FOR MAIN RESIDENCE
. IN CARA
ADU WATER SHUT OFF
UNDER STAIR LOCATI
SEE WA-130/ES1 F
DETAI
z
0
CURB & CUTTER
10
q��
0
LLJ
U)
GREEN STRIP
(n
NON-ADA COMPLIANCE
SIDEWALK TO BE
REPLACED
SEE TR-531/ES1 FOR
DETAILS
IE 41.77 (4" OUT�
TO CURB/GUTTER
REFER TO NOTE 4
Zi
Install trenc
I drain ac;
os t
sidewalk at
J thru-cur
�
discharge E
ructure al
cL "b; see
notes & der
ils on Sh,
W C1 .3
RIM 46
41.9 (24" IN)
1 41.9 (4" OUT)
TYPE 2 CB W/
IT OIL STRUCTURE,
R ER TO NOTE 4
0 <_ U)
LLJ
<
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a, 0
0 0
kAS
0
ENCROACHING NEIGHBOR'E z Lo
BUILDING INCLUDING EVILS _j
-3 AREA 454 SO. FT.
0
Ara. 0
0 r-
z d _j
M \ I P: z v) ENCROACHING NEIGHBOR'l
z 0
14
of D 5� 0
D I X �� COCN. PATIO
WM <
w AREA = 280 SO. FT.
OU
E�O
Ui 119-99'
"31, �7*'�
Zli 'X,
V'� 00
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g ;:5,x5
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0
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G DATU�
1 9 VINk) _1
_12" E
P, S NE IMHLKVIUUb
CO-
IN) AREA, TYP. 6" CPVC
SCHEDULE
:JEA5 (4" OUT) GAS IE (4" IN) PIPE, 2% PE
LINE IE J5
45 5 (4" OUT)
30' �Z IE 45.0 ROOF OJTLINE 16'
36' DETENTION PIPES, DOWNSPOUT CONN,
Al F �EFER TO NOTE 4. REFER TO NOTE 2 0 M
4 _j
0(_0
_j
SEWER MAIN
SLOT DRAIN,
REFER TO C1.2
CLEAN OUT, IE 39.95±, SHALL
AVE A 12"C.I. LAMPHOLE COVER W/
�'HEXBOLTS.
SEE SS-200/ES1 FOR DETAILS
I--
0 LC)
__j
(E) 6" concrete line to be re -used, the City's
Public Works Department will need to TV
the latera I to determine if It Is acceptable to
re -use. To contact Edmonds Public Works
Sewer Division, 425-771-023S, to schedule
Inspection.
If a new sewer lateral is necessary and the
connZion at the sewer main per City
standards and with a Romac Inserta-tee. If
the sewer connection will be cut in, please
show a wye to be installed.
SEE SS-202/ES1 FOR DETAILS
l__
0 _t
_j
IE 44.985 (4" IN)
IE 41.985 (24" OUT)
TYPE 2 CB,
REFER TO NOTE 4.
%
NOTES:
LEGEND
1.
CONTRACTOR SHALL VERIFY RIM AND INVERT ELEVATIONS AND SHALL NOTIFY ENGINEER IF DIFFERENT THAN
PLANS. SITE PLAN -DR AIN AGE
/UT1 Ll TYX
MAG NAIL W/WASHER LS29539 AT 2.00' OFFSET TO CORNER
2.
ALL DOWNSPOUT CONNECTIONS SHALL BE A MINIMUM OF 12" BELOW FINAL GRADE.
101 0 101 20'
0
MONUMENT IN CASE
11 ::!j!1 Rq�s��-'I`N
SET 112' X 24' REBAR WITH CAP LS 29539
,4.
DETENTION FACILITY SHALL BE PER ECDC 18.30.060 AND CITY OF EDMONDS STCRMWATER ADDENDUM.
SCALE: 1" 10'
10
ELECTRIC METER / VAULT
,REFER
TO SHEETS C.1.2 AND C.1.3.
-6-
FIRE HYDRANT
13
GAS METER
6.
DETENTION SYSTEM SHALL BE INSTALLED AFTER FOUNDATION POURED.
SIGN
UTILITY POLE WITH LIGHT DROP
7..
8.
IBIIIED UVLR-"01'55EE) BETEHTIOH��
15-W
A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN THE 5 E_f�, Mfg% 4 MN SaVICE76
, w , )WA,
W
ASPH
WATER METER
ASPHALT
�
- VA tjT1('Ar1U 5K I WAKL
5'VfAAAn0N Mom SWF�� A-Nb AtL, o' I -' P. t 1MV, �M�A
CALC
CALCULATED
ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS.
CW
CONCRETE WALK
10.
ALL UTILITIES SHALL BE PLACED UNDERGROUND.
DW
DRIVEWAY
G
GAS
OHP
OVERHEAD POWER
S
SEWER
W
WATER
BUILDING, LINE
---------
EASEMENTS
PROPERTY LINE
WOODFENCE
DECIDUOUS OR ORNAMENTAL EVERGREEN TREE
TRUE EXTENT OF CANOPY NOT SHOWN
CONIFEROUS TREE
TRUE EXTENT OF CANOPY NOT SHOWN
VICINITY MAP (N.T.S.)
GENERAL INFO
SITE ADDRESS: 228 SLINSETAVE N, EDMONDS, WA 98020
OWNER: HANGYUAN ZHAO
TEL: 206 715 7769
TAX NCCOUNT PARCELjk 0043-440-110-0500
LOT AREA: 7195 SF
LOT SLOPE: 4%
IMPERVIOUS SURFACE CALCS
INE
TYPE
AREA (SO. FT.)
EXEMPT
0.0 SIF
EXEMPT
I NON-EXFMPT
2.
REPLACED
0.0
734 SF
NEW
0.0
3894 SF
4.
NEW+NON-EXEMPT 0.0
4628 SF
HAPERVIOUS SURFACE:
ENCROACHING NEIGHBOR AREA (EXISTING)
454 (roof& slab) +280 (slab) = 734 SQ. FT.
PROPOSED BMILDING ROOF AREA = 2,697 SQ. FT.
ENTRY PORCH + RENTAL ENTRY PORCH (Net)
48 + 36 = 84 SQ. Fr.
WALKWAY (Net) = 111 SQ.FT.
DRIVEWAY + RENTAL WALKWAY (Net) = 1002 SO. FT.
Y_
DRAINAGE DESIGN (ROOF + DRIVEWAY AREA. 3.699 SF
REQUIRED 36:: DETENTION PIPE LENGTH: 29.6-FT
COMPLIES WITH APPLICABLE
CITY STORMWATER 11.017IF
.y/A
HEIGHT CALCS
A = +45.6'
B = +45.7'
C = +45.6'
D = + 46.0'
AVE GRADE = +457
ACTUAL = +70.5'
MAXIMUM = +70.8'
N
"GlitAF-ERING 01\ASIO,
P a No
CITY (Con
&-k E S U B
OCT 2 5 2019
BUILDING DEPARTMENT
CITYOFEDVIONDS
SH FINE
CONSULTING
13608 SE 51st PI
Bellevue, WA 98006
(425) 444-9740
5213
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REVISIONS DATE
ZL JUNE 10, 2011)
OCT 4, 2011)
OCT 24, 2011)
DESIGN
J. S.
ING,
K.A.F,
CHECK,
J, S,
DATE,
MAR 17, 2019
SCALE,
AS SHOWN
SHEET,
1
C I I
ok)
*FLO ELEVATION VIEW
W
MIN, SOLT LOCKING RING & COVER FINISHED GRADE
LT
MAX. AIR VENT
ESIGN AT CROWN��-
2" MIN. DIA.
F AC
ACCESS
2- (SEE PLAN
, - W) I a
, IS MAX. VIE
'IE
VIA.
24!' MIN. DIA.
CONNECTOR
CATCH P1 E
SAS N, MAX. LENGTH SPILL C014TROL SEPARATOR ERBCLE
W" ST SECTI
DfA. MIN. UET END & VENT RISER EDITION SHALL BE LIGNED PLUMS
W / ST - VE _ s - HT L'
FLOW RE TRICTOR. VERTICLE RISER SECTION HALL VERTI�AULY HORIZO SECTION SHALL
MATC OUjw
TC., CUTLET P, Sr
S 'ALI P
REST
BE ALIGNED PLUMB VERTICALLY. HORIZONTA, MA PIPE S PE.
SECTI.H.N �H "T.. ___ P"E SLOPE, V W
ON SHALL MATCH OUTLET PIPE SLOPE, PLAN VIE
...... ..........
CROWN OF INLET PIPES
PIPES TO BE AT OR
ABOVE MAX. WSE
DIA.
ACCESS RISERS. CORRUGATED - SEE STANDAR
METAL MANHOLE PER STANDARDS
WITH LADDERS MIN. 2"PER DETAIL D-46 FOR
PARALLEL PIPE� OPTION UNDERDRAINIS
PARA EL
CONTROL PIP -24' MIN. DIAMETER
STRUCTURE
OUTLET 2' MIN.
PIK INLET
,LOW ACCESS RISER, CORRUGAT PtPE*S
METAL
_ MANHOLE PER CARDS SPILL CONTROL
WITH LADDER (SEE NO 5 AND 6). SEPAWOR
NOTES;
I NEO RENE GASKETS REQUIRED AT ALL CMIP 'IND '4 PIPE "OT
P P )
MINIMUM PIPE DIAMETER. PROVIDE TYPE BIT.. BASIN T �ACH E14D F PIPE (MAXIMUM SPACING
GATC
2. 36" ;E
SHALL BE 50 FEET),
3. ALL METAL PARTS AND SURFACES SHALL B CORR.SION RESISTANT. STEEL HA DWARE SHALL BE GALVANIZED.
G 'T EAT
PPE SHALL BE GALVANIZED, ASPHALT C D (TREATMENT 1) OR ALUMINIZED.. MPLETE CORROSION
IF
PROTECTION MUST HE ASSURED.
4, CAPACITY OF OtE(l PIEPE MLIST IV Z
OU TOOR GREATER THAN ALL INLET PIPES OMBINED.
S. ACCESS RISERS ..R . BE I. ,I RY 50 OF DETENTION PIPE WHEN 2 CATCH BASINS
ARE PROVIDED ON EACH END. W AT EITHERVEEND OF*A 50' LONG PARALLEL PIPE AS SHOWN ABOVE.
ADDITIONAL ACCESSES ARE R UIRED FOR EVERY 50 ADDITIONAL FEET OF DETENTION E. SEE STANDARD
DETAIL D-51 FOR ACCESS HOLE.
6. IN AREAS WITH VEHICULA TRAFFIC. PROVIDE TRAFFIC BEARING ACCESS (HS-20) OVER 0 RIJOATED METAL
MANHOLE' PER STAN DETAIL 0-5 1'
E P
D
D AIL
0
N
D
AL
I E
A
D
MM M I C OR CE
M ACH
ES ARE
END
R
U
RE 2'
'VGAT
'A E. END P`P (MA
CONNIE
E X'.U.
S
S
A
STEEL HA DWARE SHALL HE
ZED B 'L
ALUMINH ' G. ETE G.RR-SK
L I AL LET COM IN
N PIPES C ES ED
, WN 2 "To
ON PIP E. ' H BA
PARALLEL PIPE AS tHOWN t TKI
ET ' U�ENTON E. S , ST
AD SS `
IN AREAS WaH _'CULA TRAFI E" (HS_,.) OVER IN"ATED
MANHOLE, PER STAN DETAIL
7. DED
UL
MD114G SHALL BE ACCORDANCE WITH )FTAIL-M"rLEXIBLE PIPE GENDING".
TE CAR THRO
8. PENETRATE CARRI PIPE THROUGH VAULT WALL.
_ET
9. U APP VE
U SYR
SE APPROVED ATERTIGHT STRUCTURE ADAPTOR.
TOG
10, SUP SMOOT -BORE HORIZONTAL LEG OF
AR
FLOW GO OL TEE INSIDE CARRIER PIPE. STORM AN
N FUO ONTROL O'.T VUTSH�
11. NO U CONTROL JOINT OUTSIDE OF C i t y 0 f WATER
R URE.
START
12. PRR /TOUP. DETENTION PIPE SHALL - Wf- Bellevue
S EA START
S ES
P LEAK TEST --- --G-10-1 -7
TITLE
DETENTION PIPE
NO SCALE I NO.
17-SEE NOTE 1_1 RIGID PIPE REDDING
COMPACTED TRENCH BACKFILL (COMPACTED DE14SITY
PERCENTAGE PER STANDARD DETAIL D-25)_
0
ING LINE
FOUNDATI.N MATERIAL. IF REQUIRED (SEE N
COMPACTED G GRAVEL PER, SECTION 9-03.12(
'GRAVEL BACKIFILL F ZONE BEDDING", OF THI
WSDOT STANDARD SPECHRICA
FLEXIBLE PIPE REGOING
COMPACTED TRENCH BACKFILL (COMPA D DENSITY
z
IS- PERCENTAGE PER STANDARD DETAIL -25).
COMPACTED BEDDING GRAVEL PE ECTION 9-0:3.12(3),
"GRAVEL BACKFILL FOR PIPE ZO BEDDINW, OF THE
WSDGT
STANDARD SPECIFICATI
PVC PIPE
REQUIRED (SEE NOTE 2).
2000 PV.SECHANICALLY MIXED CONCRETE (SEE NOTE 3)
CL
FOUN TION ATERIAL, IF REQUIRED (SEE NOTE 2)�
[-SEE NOTE 11
COMPACTED TRENCH ACKFILL (COMPACTED DENSITY
PERCENTAGE PER ST DARE DETAIL D-25).
GEO ILE WRAP AROU D GRAVEL BACI<FILL.
IS.
:1BE MIN. OVERL AT SEAMS.
SHE ROCKFoN 80 OM OF UNDERDRAIN PIPE TO
F DETEN
CROWN DD
UNDERDRAIN PIPE (TYP.) 6- M1 RF. PER STANDARDS
4" . . . . .. .
(SEE NOTE 5).
FOUNDATION MATERIAL, IF REQUIR (SEE NO
NOTES.
PERMEABLE GEOTEXTILE WRAP.
I. MAXIMUM WIDTH OF RE14CH AT TOP OF PIPE ZONE: - 36" FOR PIPE UP TO AND INCL 18' OMINAL DIAMETER.
_ NOMINAL DIAME PLUS 18" FOR PIPE LARGER THAN 18" NOMINAL DIAMETER.
2. r
D(CAVATE U"ST LE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIA PER SECTION
9-G3.17. FOUN TION MATERIAL, CLASS A OR B. OF THE WSOOT
STANDARD SP IRI
3. THE CONTRA OR SHALL BE RESPONSIBLE
FOR ANCH ING PIPE TO PREVENT FLOTATION
DURING C CRETE PLACEMENT,
0 STORM AN\URFACE
Q� cit f
COMPAC D CRUSHED SURFACING PER SECTION
WAT; U TY
-qW �jlly
q_G3' ). "CRUSHED SURFACINI OF THE
B evue
WSDO STANDARD SPECIFICATIONS CAN ALSO
13E ED AS PIPE ZONE BEDDING.
ITTLE
5. P VICE CLEANOUTS ON UNDERDRAIN PIPE,
EVERY 100 FEET, AND AT BENDS OR
PIPE ZONE BEDDING
\I
JUNCTION '
JANUARY 2018 NO SCALEI
N 0 -
FLOW CONTROL
NOSTRIUBTURE 4.,-r
N_SHRHNK .,.Lrr PVC PIPE
- Ur
1'-0* MAX
CONTROL DEVICE
ASSEMBLY To S
COUPLING PVC PIPE
REMNA. FRO
(OPTIONAL) STUB-
INSIDE THE FCS
SET SCR
F
I
II I
PRE1E.T%T'Aono,,I
INVERP
(TYP) J/ mg
GASKET PVC PIPE 21
SpIpr
PVC OROSS-
DOU=E1W/ I I
AND ADHESIVE
BONDED SAND FINISH
ON EXTERIOR. MIN 7' LONG I'N%VCG 11'010T'
CAUU( SPACE BETWEEN CAP PLUG
PVC ADAPTER AND PIPE STUB CONNECTION & IRIFICE
.KAMI
CONTROL DEVICE 16151'�FICE
DErAIL A DIA.
CONNECTION AND po BE OR HAND HOLDS L
CONTROL DEVICE PYLENE
(SEE DETAIL A)
ou I
ALLOWABLE OUTLET LO;;TION
CINCH ANCHOR
'WIRE
(180' 1. 3 IS-)
WIRE I
ROPE
eup (SS)
FINISHED GRADE
CATC BASIN TYPE H
(,o
PER COE STO DTL
DEFORMED
3/8- STEEL
SO-300
1. ROD (SS OR
SUPPORT (2 REGYD)
+ ALUMINUM)
LENGTH TO FIT
INVERT*
PVC PIPE &
'CROSS
FLOW CONTROL
C NTROL DEVICE
STRUCTURE
SEE DETAIL A
DETENTION PIPE
PIPE SUPPORT
(LENGTH. DIAMETER,
DETAIL B
D MATERIAL TlL)'
FLOW CONTROL STRUCTURE
SHOWN W/ TYPE 2 CATCH BASIN
(DETAILS A & 9 $HALL APPLY TO ALL DESIONS
NOTES� WHERE A SHEAR GATE WOULD OTHERWISE APPLY)
INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE.
PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-CF-WAY.
REVISION DATE
FLOW CONTROL JANUARMY 21111
CITY OF EDMONDS STRUCTURE
PUBLIC WORKS (FCS) STANDARD
DEPARTMENT DETAIL
APPROVED BY� R. ENGLISH SD-301
PRECAST CONCRETE M� SLAB
84" CATCH BASIN (103 DIAME
PLACE CEMENT MORTAR SEAL BETWEEN
TOP SLAB AND CORRUGATED MANHOLE.
12
is- AN
MIN.
CORRUGATED METAL MANHOLE,
PER STANDARD DETAIL D-24.
I S ATEI FOR HS-21 LOATHING.
, GN:L
B2." ":.R.UT TO INSIDE AND
ONE
S
OU11 �E.F ALL JOINTS, RINGS, RISER AND
FRA
3. jj�.A- BE WELDID TV INSIDE C
FI U) APPLY ASPHALT COATING
JANUARY 204 NO SCALE
48' DIA, CORRUATED MANHOLE
OFFSET ACCESS OPENING
AS SHOWN. LOCATE OVER
ACCESS LADDER.
24" HOLT LOCKING RING AND COVER
PE STANDARDS. ADJUSTMENT RINGS
AS NECESSARY.
;;:M � CRU HEI SURFACING
TOP COURSE PER WSDOT
STO. SPEC. 9-03.9(3).
COMPACT TO 95% MAX.
DENSITY PER ASTM 01557.
ECCENTRIC SECTION
City of STOR AND SURFACE
, T ,
Bellevue A� TILITY
TRAFFIC BEARING ACCESS FOR\,,
CORRUGATED METAL MANH OLE
0_51
MODIFIED FOR THIS
PROJECT
RING AND COVER PER COE STD DTL
GU-420
FOR CURB AND SPLASH LINE ONLY.
FRAME AND GRATE PER COE,STD
SD-320 SERIES
TOP SLA13
4" 0
24 DIA
5" MAX
12- (TYP)
4,
48-, 54". 60-, 72- OR 96"
STEPS OR LADDE
ORIENT SO THAT THEY
ARE NOT ABOVE PIPE
S NO COLLAR OR
POLYPROPYLENE
KOR-N-SEAL AROUND
SAFETY STEP
PIPE
12" C. CTYP)
SEE NOTE 6)
14
-PRECAST BASE AND
MAX
INTEGRAL RISER
NOTES:
1. CATCH BASINS $HAUL BE CONSTRUCTED IN ACCORDANCE WITH WSIDOT STANDARD SPECIFICATION 9-05.5o(3).
2. HANDHOUDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON-$HRINK GROUT TO INSIDE AND OUTSIDE OF ALL 40INTS. RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
+ KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS, MAX
HOLE SIZE SHALL BE 36' FOR 48- CATCH BASIN, 42" FOR 54: CB, 48- FOR 60- BE, 60' FOR 72- GO, 84- FOR 96-
CH. MIN DISTANCE: BETWEEN HOLES SHALL BE 8" FOR 48". 54 , AND 60' CB; 12' FOR 72' AND 96" CH.
S. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STO DTL CU-423.
REMSION GAT
CITY OF CATCH BASIN, TYPE If OCTOBER 2018
_1QMONDS 48" 54" 60"
PUBLIC WORKS 7i", &'96" STANDARD
DEPARTMENT DETAIL——
-300
APPROVED BY: R. ENGLISH SD
SEE COE SID HIT. GU-410
EDGING MATERIAL (5/8- MINUS)
:RUSHED PER COE MOD 9-03.16.A.2
HR SUITABLE EXCAVATED MATERIAL AS
,PPROVED BY CITY ENGINEER
SEE NOTE 2 BELOW)
OUNDATION (IF REQUIRED)
ZE NOTE 4
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE
36" FOR PIPE Up To AND INCLUDING 12" DIAMETER
O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER
2. REFER TO CRY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL
GRADATION AND ADDITIONAL INFORMATION.
3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557.
4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED
By CITY ENGINEER.
REVISION DATE
ALLCITY OF EDMONDS TYPICAL TRENCH SECTION JANUARY 2018
UBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH GU-400
ED
4ARP FACE GOTHIC
NOTE 1 FOR WORDING
BoTrom m
- 3 PLCS
EQUALLY SPACED 120'
APART ON 23-1/16- CIA BC
(3) BLT SOB (ALLEN HEAD)
5/8"-11 1.5 Ss
25" DA
'ILI
C ER SECTION
26-1/2" CIA
25-1/4- DIA
OTE
SHALL HAVE THE WORD "SEWER" FOR
5
H- SAN' ARY SEWER MANHOLES AND "STORM" OR
R STORM MANHOLES.
T_
23-3/8- DIA CL OPEN�
2. RING AND COVER SHALL BE RATED HS-20.
3. EAST JORDAN [RON WORKS 00371584 OR
27-5/16" DIA
APPROVED EQUAL
34-1 " DIA
4. RING AND COVER IS CAST IRON, ASTM-48
ION
CLASS 35.
24" MANHOLE
REVISION DATE
APRIL 2018
CITY OF EDMONDS
CATCH BASIN
PUBLIC WORKS
RING AND COVER
STANDARD
DEPARTMENT
DETAIL
�If. II39�
APPROVED BY: R. ENGLISH
GU-420
RESUB
OCT 2 5 201,9
BUILDING DEPARZENT
CrrYOFEDMo S
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REVISIDNS DATE
DESIGNi
DRAWINGi K.A.F.
CHECK, i.S.
DATE,
MAY 26, 2018
SCALE,
NITS
Ii7`117'REN DRAIN ���NCDIDRAIN
1-877-903-7246 am U R 1- 1- y wwwArenchdrainsupply.corn 1-877-903-7246 U P P L Y www.trenchdrainsupply.com
Number
141105
141105
Mearin 100 Channel
CPS303 Series
4Q
112.21
.311
31J
[10.01 El 0.0cm]
F
k%
4JJ
Note: Portion in ROW may
require using a sloped channel; END VIEW
-visa rodu a needed
tedals.
using Hri
9J
9J
[25cm]�
[25orn]
411-56
[12.5cm]
21
2
398
t
[100CM]
Manufacturer
Specificaflon
MEA M105 REINFORCED FIBERGLASS TRENCH DRAIN
CHANNEL, SUPPLIED BY TRENCH DRAIN SUPPLY-
�Qualityengineered trench drain system
DIS-AIIER, - d III mpv;iM., fi� on .1—
..d 'r..y PI _ p—h—d fi— T—h Ornin Supply nnd(w it- —fid— TRRNCH DRAIN SUPPLY MAKES NO
DESIGN, MERMANTURLITY, OR FITNESS OF ME PRODUCT FOR
TY, EXPRESS OR IMPLIED. AS To THE SUITAINLITY.
CU
th"Iglum rn'difysP'ffi"(-natho't Itim.
Number
Series 152101
152101
A Galvanized Steel Slotted
1000 Series G rates
-4k
2101 39.9' 11009'rurof 45.BSQ.IN.
L/2
3.35 4.80
For portion within ROW, a solid lid
Lor'heel-proof'lid is required;
0,39 DRILL THRU rep ace this grate with a solid lid
1portion
0J8 DIA DEPRESSEDJ for in ROW
1 DEEPIFORFLAT
HEAD D UUNTING SCREW
.79 07
Manufacturer
Specification
=TT7MEA
152101 GALVANIZED STEEL SLOTTED TRENCH DIRMN
GRATE WITH CLASS A LOAD RATING (3,500 UBS. .70, PSI),
Qualltyangineered trench draln system
IRENCH DRAIN SUPPLY.
DISCLAIMER - T,� -- d ffi� I.e. ..hik I—m --M n.d .11— P.&�i—� . —npl-ly ibb In, 6
mI.IlIk, ,d If any pwd,a p—h d I,.. TInd, D.i. Snpply .NI, it� su.u6dn—. TRENCH GRAIN SUPPLY
WARRANTY. -MUSS OR IMPLIED, AS TH ME SUITABILITY. DESIGN, MERCHANTIBILITY. OR F"ESS OF THE PRODUCT FOR
CUMMERS APPLICATION. TII d.ms..d i—i. n—.— lk dy.n,l —Iighlo— --t— — rk —&--
III runt I.-dirylp.111.1m 01I. rI.wl
1-11 -,� �,- %�. -1 — —,-. vil&1�11JIU . - 1. 112--Wn , All ftighl�k—,M
Notes - Drainage in ROW:
1 . install trench drain from back of sidewalk to front of sidewalk
adjust trench height as needed to meet drainage slope &
sInface grade requirements So as to maintain ADA
compliance
2. hut.11 R- '262-2 (this shest) at curb face and provide
3'
dapters as needed.
3. Adjust, grout, or restore adjacent curbing 6" on either side,
as needed to match height of curb discharge structure.
4. All drainage elements shown on this plan shall be privately
maintained at the We expense of the property owner.
despite their location within the ROW.
R-3262 sells.
Stann Water Curb Openings
Henn Duty
ecu.
01 —wali—II.
a C C4 E E-E F T
.1 1, 4 6 1 1
A—u r
4 1 L 1 1114
1A IM
rl— 1 5 In 4 16 7
V-1 —16 In 1 7114 9 2
*Appears to be supplied by Trench Drain Supply (Englneer specified supplier oftrench drain)
A�
hm6A
Dimensions
Nominal InsidePipe Diameter X�(.In.
Details
Color Family
Color/Finish.
Ccirn! at6
g, ed Pipe FealdZet
m4terial
"'QlacL'
RESUB
OCT 2 5 2019
BUIUDINr oEPARTMENT
(;ITY OF _D ONDS
SH FINE
CONSULTING
13608SE51stPl
Bellevue, WA 98006
(425) 444-9740
521
L L
0/24/19
cm
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N CM
REVISIDNS DATE
DESIGN, J.S.
DRAWING: K.A.F.
CHECK, J'S.
DATE,
MAY 28, 2018
SCALE,
NTS
SHEET,
C
GENERAL STRUCTURAL NOTES:
M
ALL CONSTRUCTION SHALL CONFORM WITH THE INTERNATIONAL
BUILDING CODE (IBC) 2015 EDITION.
,DESIGN LOADS
ROOFS 25 PSF LIVE LOAD (SNOW 15 PSF DEAD LOAD
FLOORS 40 PSF LIVE LOAD; 30 *1 FOR SLEEPING AREA;
BALCONIES/DECK 60 PSF LIVE LOAD
DESIGN SOIL BEARING PRESSURE 2500 PSF
DESIGN EQUIVALENT FLUID PRESSURE 35 PCF ACTIVE; 300 PCF PASSIVE
(PROVIDED BY CASCADE GEOTECHNW REPORT (MAY 21, 2018))
BASIC WIND SPEED A, 10 MPH
EXPOSURE CPOO
IMPORTANCE FACTOR
TOPOGRAPHIC FACTOR 1.0
Approved set of plans must be on site at the time of
SEISMIC IMPORTANCE FACTOR, le 1
inspection. Failure to provide the approved set may
result in a re -inspection fee. system drain(s) required at
MAPPED SPECTRAL RESPONSE ACCL. Ss 1.271
riser and must drain to the exterior. if riser is above
2nd drain required and signage at.riser
MAPPED SPECTRAL RESPONSE ACCL S1 0.498
lowest grade,
indicating location. Flow Through systems require
SOIL SITE CLASS D
signage IAW NFPA 13D. Coverage required to the
following areas:
clothes closets, linen closet. and pantries exceeding 24
square feet in area, with the smallest dimension greater
SEISMIC DESIGN CATEGORY
the 3' and having wall and calling surfaces Of gypsum
feet in area.
BASIC SEISMIC FORCE SYSTEM LIGHT FRAME,WOOD STRUCTURAL SHEAR PANELS
board. Bathrooms more than. 55 square
When fuel fired equipment is present on covered decks
DESIGN BASE SHEAR 0.142W = 1.48 KIPS
.
or porches, at least one quick -response intermediate
installed above the
SEISMIC RESPONSE COEFFICIENT, CS 0.142
erature sprinkler shall be
te'quPipment.
RESPONSE MODIFCATION FACTOR R 6.5
SEISMIC ANALYSIS PROCEDURE BEARING WALL SYSTEM
Pal fuel fired appliances, except attics if above all 114'-pppo
areas. YC9EPA
GLUED LAMINATED WOOD MEMBERS
DOUGLAS FIR, KILN —DRIED, STRESS GRADE COMBINATION 24F—V4
(Fb=2,400 PSI) EOR SIMPLE SPANS AND 24F—V8 FOR CANTLEVER
AND CONTINUOUS SPANS.
TIMBER
BEAMS AND POSTS (4X AND GREATER) DF—L #2 OR BETTER
STUDS HF #2/STUD
OTHER LUMBER HF #2 OR BETTER
PLYWOOD:
FOLLOWING CRITERIA SHALL BE MET OR EXCEEDED FOR USING Fc�.YNOOD
UNLESS SPECIFIED OTHERWISE;
PLYWOOD WALL & ROOF SHEATHING SHALL BE 15/32" & 1/2"-;",-,'X
RESPECTIVELY, MINIMUM NAILING SHALL BE 8 d 0 6" O.C. AT -PANEL —
EDGES & 12"O.C. IN FIELD; SPAN INDEX OF 24/0;
PLYWOOD FLOOR SHEATHING SHALL BE 3/4- CDX, T&G
MIN. NAILING SHALL BE 10 d @ 6" O.C. AT PANEL EDGES &
10" O.C. IN FIELD; SPAN INDEX OF 40/20;
ALL EDGES OF PLYWOOD IN ROOF, FLOOR AND WALL SHALL BE
BE SUPPORTED;
OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS.OR BETTER
SHALL BE ALLOWED.
CONCRETE:
2500 PSI MIN. COMPRESSIVE STRENGTH @ 28 DAYS
RESUB
JUL 0 2 2019
BUILDING DEPARTMENT
CITYOFEDMONDS
LIST OF S-SHEETS
SO: STRUCTURAL NOTES
Sl: CONSTRUCTION DETAILS - SHEET 1
S1.1: CONSTRUCTION DETAILS - SHEET 2
S2.0: FOUNDATION PLAN & 1ST FLR FRAMING
S2.1: FOUNDA11ON DETAILS
S3.1: FRAMING PLAN - 2ND FLOOR
S3.1.1: TENSION TIE LAYOUT PLAN-2ND FLOOR & WALL
S4: FRAMING PLAN -ROOF & WALLS BELOW
HOME TECH
4946 131 ST PIL SE
BELLEVUE, WA
(206) 778-M1
hometechwa@yahoo.com
32229
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REVISIONS DATE
ZL JUNE 30, 2019
DESIGNs
Y. S.
DRAWING,
H. H.
CHECK,
Y. S.
DATE,
JUNE 26, 2018
SCALE,
NTS
SHEET,
COVER
so
HORIZONTA
DIAPHRAGM
— 11-R WALL
D.C.
, JOIST
Gm
\-2x SOLIV BLOCKING
DOUBLE JOIST ------- 2 SHEAR WALL
/----\TYPICAL SHEAR WALL
Q_� IPARALLEL WITH FLOOR JEHSTI '
HORIZONTAL SHEAR WALL
DIAPHRAGM
MSTC48B3
FLOOR JOIST/ ��-<END BOUND, [IF
BLOCKING SHEAR WALL ONLY)
6' D.C. (U.O.N.)
'-13M/GLBM - SEE PLAN
/,�TYP, SHEAR WALL - BEAM CONN,
�4-1 A�MIN, TOP PLATES
I,,� . _
MA�, . SPL�C;
/-_-\TOP PLATE SPLICING
TYP ' ROOF DIAPHRAGM
SEE ROOF FRAMING PLAI
FOR SHEATHING/NAILING
H4 (SIMPSON)
HURRICANE TIES
W/4 - Ed EA END
VERY R.J
(8 _ - - '�f
8d TOTAL) OEVERY R.J.
2X SOLID ELK'
EDGE NAILIN
�SECTION
L�
PREFAB. ROOF TRUSS
OR ROOF JOIST
Ex BLOCKING W/2 -16d EACH
END NAIL TO BOT. CHORD
2x STUD WALL
16d 6' D.C. (I.I.D.N.) -
4-
r - 16a - 6' O.C. (U.[IN.)
2x STUD
SHEAR WALL
JOIST - SEE PLAN
4 - 16d NAILS
x SOLID BLOCKING
13LOCKING
- 6' O.C. (I.I.O.N.)
16d-, ,,:Cc: -:�\\
HORIZONTAL DIAPHRAGM
Ed 61 D.C. Typ
@ BOTTOM IL & R.. <
/,,FLO.11
I
LPT4 (SEE S.W.
SCHEDULE FOR SPACING)
,
�Tll
V
kl6d
HORIZONTAL DIAPHRAGM
iod-(,:
JOIST
JE
1
3 16d ED SPACED,
MST -STRAP
E
CH ROW
LPT4 (SEE S.W.
6- D.C.
(SEE PLAN F13R TYFEN-1
SCHEDULE FOR SPACING)
COOLER e 4' O.C.
OLID BLOCKING
2x STUD
2 X STUD
1�x 40' D.C.
FLOOR
JOIST - SEE PLAN
F13R SIZE & SPACING
2x LO
'jx BL
TIE ' MSTC48B._Z 3-10d
KING W/3-16d/ AT JOIST
AT DIAPHRAGM EA BLK
(IF NOT SPECIFIED)
TYPICAL SHEAR WALL
2
�(PERPEN�.=LAR TO �IL.OR JOIST)
TYPICAL SHEAR WALL
�11L.OR JID�STPEII-�IUCULAR I. FWALL)
TYPICAL SHEAR WALL
_
�(J..ST PARALLEL IT. �WALL)
16d 6' D.C.
2x BLOCKING
�FLR J LEFT FLR J RIGHT
LPT4 @EA. BLOCKINCI �'�2. SOLID BLOCKING
TYPICAL SHEAR WALL
��(P RPI�:NDIC.LAR TO �F=R
13 - 10d
rRE D.
W/ 26 - Uld NAILS
'I-ACE6 (BOTH SIDES)
\-�2) 2X6
\-EXIST STUD
HEADER CONNECTION
TRUSS
Zil 11 ]f-T- SHEAR WAIL
A35/OR TBE4, TYP. L W/2 -16d EACH END NAIL
70 TOP & BOT. CHORD. TYP.
/—�SECTION-AT SHEARWALL BELOW
� 2
8d @ 3"
O.C. GRID
HORIZ13NTAL
DIAPHRAGM
(2) 16d - 6' D.C. (U ' D.N\) - 16d @ JIOST
2 S LID BLOCKING
x S a
@ HEAR WALL APHRAGM
LPT4 @32' D.C. '--DOUBLE JOIST
JAILED W/
i6d @ 12, D.C.
SHEAR WAL��
/-_--\TYPICAL SHEAR dALL
��IPARALLrt �WffH J�OISTS)
SHEAR WALL
(SEE PLAN)
HEADER BEAM,SEE PLA$
SX11.25" MIN.
\—TIE FOR S.W. ABV
MSTC28
SEE SHEAR WALL SCHEDULE FOR
SHEA-HING, 8d 03"O.C. NAILING
AT ALL FRAMING.
— 1XIS, TYP.
16d - 6' O.C.
��—ADDITIONAL
BLOCKING
IF OFFSET
(2) 16cl - 6' 11.
MORE'THAN 24
2X BLOCKING
A3�
W1 3-16d @
'SIMPSON)
32 C. W/
JOIST & DIAP
8-8d NAILS
PBLOCKING
W/ 3-16d INTO
32'
J.IST & D�APH.
. MAX. .. N11
/-\SHEAR WALL OFFSET
@2�HEADER CONNECTION
NIS
�EADER BM
S.W. ABV
HOLDOM, TYP.
SEE PLAN FOR SIZE AND TYPE.
PLATE TO PLATE 2X BLK'G @
NAILING l6d PANEL EDGES
2 . T� (
61 0. , C 2 - D.C. 1"'�PREFABRICATED
6 1 TRUSSES OR RAFTERS
NAIL SHEATHING Tlr- TRUSSES FdFR LENGTI
UPPERMOST TOP PLATE OF SHEARWALL
PER S. W. SCHEDULE
Al.EARWALL
FOUNDATION,
SEE PLAN FOR DETA S.
�ROOF TRUSS/ SHEAR WALL
PORTAL
NIS
NOTE: PORTAL FRAME
SHALL COMPLY WITH
2015 IBC FIGURE R602.10.6.2.
RESUB
JUL 0 2 2019
BUILDING DEPARTMENT
T"
Cl OFEDMONDS
HOME TECH
4946 131 ST PIL BE
BELLEVUE, WA
(206) 778-2431
hometechwa@yahoom�
2229
cm
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REVISIONS DATE
DESIGN,
Y. S.
DRAWING,
H. H.
CHECKI
Y.S.
DATE,
JUNE 26, 2018
SCALE,
AS SH13WN
SHEET,
si
GUARDRAIL AT "OPEN"SIDE OF
STAIR, MIN. 34ABOVE FINISHED
NOSING OF TREAD, MAX. SPACING
OF RAILING OPENINGS 4".
SWPLYWOON2XI27READS
GLUE & SCREW TO STRINGERS
-- X12
ASPHEREVIN STRINGERATrXTC'HPMENT
> LSSU210
GONT. WOOD HANDRAIL. I-Yg-0 CANNOT PA
T� UGH
ANCHORTO WALL@ 48-0.0. THRO H
To
WALL STUDS, RAIL TO BE 3C
ABOVE FACE OF TREAD NOSINGS
10'MIN.
FOR WINDER TREADS
TYPICAL STAIR SECTION
Q-T --
N- 618" TYP. (X) GYP. BD.
STAIRWAY ILLUMINATION,
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE TO ILLUMINATE THE LANDINGS & TREADS. STAIRWAY
ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM BUILDING WIRING.
2X FIREBLOCKING @ MIDSPAN OF
THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND
STRINGER AND ATWALL
LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (1100 AS
ALONGSTRINGER
MEASUREDAT THE CENTER OF TREADS& LANDINGS. THERE SHALL BEA
WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE
WHERE THE STAIRWAY HAS 6 OR MORE RISERS UNLESS WHERE REMOTE,
2)d2 STRINGERS
CONTRAL ORAUTOMATIC CONTROL OF LIGHTING IS PROVIDED.
giro.c.
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL UGHT
SOURCEATTHETOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION
FLOOR FRAMING I SEE
SHALL RECEIVE PRIMARY POWER FROM BUILDING WIRING. EXTERIOR
STRUCTL DWGS)
STAIRWAYS PROVIDING ACCESS TOA BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE
LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES
MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF
ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE.
WINDER TREADS SHALL HAVE A TREAS DEPTH OF NOT LESS THAN 6 INCHES AT ANY
POIINT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS,
THE LARGEST WINDER TREAD DEPTH AT THE WALIKUNE SHALL NOT EXCEED THE
SMALLEST WINDER TREAD BY MORE THAN I INCH. CONSISTENTLY SHAPED
WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF
STAIRS AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN I INCH OF THE
RECTANGULAR TREAD DEPTH.
RESUB
AlL 0 2 2019
BUILDING DEPARTMENT
CITY0FEDMONDS
HOME TECH
4946 131 ST PL SE
BELLEVUE, WA
( 206) 778-2431
hometechwa@yahoo.wm
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JUNE 26, 2018
SCALE�S
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FOUNDATION NOTES:
1. F001INGS TO BEAR ON UNDISTURBED SOIL W/ MIN. SOIL BEARING
CAPACITY OF 2000 PSF
2. MIN. CONC. COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS
3. ALL REINFORCING STEEL SHALL BE DEFORMED REBARS CONFORMING
TO ASTM A615, GRADE 60 OR HIGHER
4. ANCHOR SYSTEM:
MIN. TWO (2) 5/8' DIA. ANCHOR BOLTS PER SILL PLATE W/ A MAX.
SPACING OF 32" O.C. AND ONE (1) ANCHOR BOLT SHALL BE LOCATED
WITHIN 12" OF EACH END OF THE SILL PLATE
5. HOLDOWN SYSTEM:
SEE PLAN FOR HOLDOWN LOCATIONS AND TYPES
6. BLOCK OUT IN THE STEM WALL FOR OPENNINGS OF VENTS, DOORS,
AND HVAC ETC. AS REQUIRED PER ARCHITECTURAL PLANS
7. WOOD IN CONTACT W1 CONC. TO BE PRESSURE TREATED WOOD
8. ALL FASTERNERS FOR PRESSURE- TREATED AND FIRE -RETARDANT -
TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (ZINC COATED)
STEEL, TYPE 304 OR 316 STAINLESS STEEL.
LEGEND:
SIMPSON HOUDDOWN OR EQUAL INSTALLED AT THE BOTTOM
OF SHEAR WALL.
SEE FOR INSTALLATION INFOR.
3X STUD
/(2) 2X STUD
ITT-HOLDOWN
SB5/8X24 BOLTS W/ 18'
EMBEDMENT IN C.I.P. OPTION
5/8' ALL -THREADED ROD
INSTALLED IN A PREDRILLED
HOLE W/ EPDXY GROUT
18' (MIN.) EMBEDMENT
IN CONCRETE
SIMPSON STRONG -TIE
NTI WTTA 14OLDOWN
ALTERNATIVE HOLDOWN: STHD14
FOUNDATION VENTILATION
USE 14" x 7" SCREENED FDN. VENTS
(1) VENT =.52 SQ. FT. NET FREE VENT AREA
(1) VENT TO BE LOCATED WITHIN 3' OF EACH CORNER
FDN,AREA = NET VENT AREA REQ'D (N.V.A.)
300
N.V.A. = QTY. OF VENTS REQUIRED
.52
1233 = 4.1 4.1 = 7.9 VENTSREC`D
300 .52
NOTE: USE IN. 6" WIDE POST BELOW BEAM SPUCES,,
FOOTING SCHEDULE USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O.
USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O.
18 P.T. POST ON 118"DIA. X 8" THICK CONC. FOOTING
p., 11. ON ." ,A. X 12- TMICK CONIC. FOOTING
Fol 30 P.T. POST ON 30" X 30" X 112"THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY
IC 36 P.T. POST ON 36"X 36"X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY
Ful 42 P.T. POST ON 42" X 42"X IZ'THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY
PLEASE SEE ATTACHMENT -
EMAIL FROM ENGINEER FOR
HOLD DOWNS STHD14 AND HTT4
PLAN - FOUNDATION
SCALE: 1 /4"= l'-O"
N.'r
SUB
02 2019
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(206) 778-2431
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2. JOIST PER PLAN
3. FLOOR BEAM PER PLAN
4. PLYWOOD SHEATHING
5. BLOCKING
6. POST PER PLAN WITH SIMPSON A35 EACH SIDE
7. CONCRETE FOOTING
8. EDGENAILING
9. 2XWOOD CLEAT OR SIMPSON POST CAP
3:#4 EACH WAY
4 #4 EACH WAY
5_#4 EACH WAY
B=60', 6-#4 EACH WAY
r-3--�TYPICAL INTERIOR SPREAD FOOTING
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A.B. @ 48' O.C. Wl SIMPSON
Z'X2" SQ BP OR APPRVD EQ.
(MIN. OF 2 PER PLATE
& W/IN 12" OF ANY CORNER
VERT @ 16" O.C. MAX
F BEND
HORI.@ 10"O.C.MAX
4� DETAIL - FOUNDATION (INTER101%
N'T S
RESUB
JUL 0 2 2019
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4946 131 ST PL SE
BELLEVUE, WA
(206) 778-2431
hometechwa@yahoo.mm
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DRAWING
H. H.
CHECKi
Y. S.
DATE:
JUNE 26, 2ole
SCALE,
A , Shown
SHEETi
4
S2.1
FLOOR FRAMING NOTES:
1. ALL SOLID WOOD F.J. ARE 2X12 H.F.#2 OR EQUAL, SEE PLAN FOR SIZE & SPACING;
W/ RIM BOARD 2X12 H.F.#2 OR EQUAL, UNLESS NOTED OTHERWISE
2. SUB —FLOOR 3/4" TONGUE & GROOVE PLYWOOD W/ MIN, 16- SPAN
RATING, GLUE & NAIL (8d COMMON, 6" D.C. AT EDGE, 8" D.C. IN FIELD)
3. ALL HEADER BEAMS AT EXTERIOR WALL 6X12 D.F. #2 OR BETTER
& SUPPORTED BY DOUBLE STUDS AT EACH END, U.N.O.
4. ALL HEADER BEAMS AT INTERIOR WALL 4X12 D.F. #2 OR BETTER
& SUPPORTED BY DOUBLE STUDS AT EACH END, U.N.O.
5. ALL FRAMING HARDWARES TO BE "SIMPSON" OR EQUAL
WALL CONSTRUCTION NOTES:
A. USE 2X6 016- D.C., H,F. #2 OR BTR. FOR ALL EXTERIOR WALLS, LINO.
B. USE 2X4 016" O.C., H.F. #2 OR BTR. FOR ALL INTERIOR WALLS, UNO.
C. USE SHEARWALL TYPE Pl FOR ALL EXTERIOR WALL NAILING, U.N.O.
D. SEE SHEARWALL SCHEDULE FOR SHEARWALL CONSTRUCTION.
SHEARWALL SCHEDULE 1,2,3,4,5
MARK
STRENGTH
(LB/LF)
SHEATHING
PANEL EDGE
NAILING
TOP PLATE CONNECTION
BASE PLATE CONNECTION
IF TJI
IF SOLID WOOD
@ WOOD
@ CONCRETE
Pi
240
W'CDX
PLYWOOD
8d @6"O.C.
16d @6"O.C.
LPT4 @24"O.C.
16d @6"O.C.
J"O AB
@ 48"O.C.
353
�"CDX
PLYWOOD
8d @4!'O.C.
16d @4"O.C.
LPT4 @16"O.c.
16d @6"O.C.
I% AB
0 32"O.C.
NOTES:
1. BLOCK EDGES WITH 2X LAID FLAT AND NAIL TO INTERMEDIATE SUPPORTS WITH 8d @12"O.C.
2. 8d NAILS SHALL BE 0.131"0 X 2�(COMMON)
10d NAILS SHALL BE 0.148"0 X 3'(COMMON)
16d NAILS SHALL BE 0.135"0 X 3r(BOX)
3. EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR
BOLTS WITH 4!' EMBEDMENT. ALL BOLTS SHALL HAVE 3"X3"XO.229" PLATE WASHERS.
4. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AvD END STUDS
SHALL RECEIVE PANEL EDGE NAILING.
5. MINIMUM TWO. 2X BASE PLATES OR ONE 3X BASE PLATE ARE REQUIRED.
LEGEND:
SHEAR WALL TYPE
SHEAR WALL LENGTH (MIN.)
SHEAR WALL
SIMPSON MST48— STRAP TIE OR EQUAL UNLESS NOTED, INSTALLED AT THE BOTTOM OF
SHEAR WALL SEGMENT, CENTERED AT FLOOR DIAPHRAGM
& r_2� FOR INSTALLATION DETAILS.
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REVISIONS DATE
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Y. S.
DRAWINGi
H, H.
CHECKi
Y. S.
DATE,
JUNE 26, 2018
SCALEl
As Shown
SHEET,
5
S3.1
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FLOOR FRAMING NOTES:
1. ALL SOLID WOOD F.J. ARE 2X12 H.F.#2 OR EQUAL, SEE PLAN FOR SIZE & SPACING;
W/ RIM BOARD 2X12 H.F.#2 OR EQUAL, UNLESS NOTED OTHERWISE
2. SUB —FLOOR 3/4" TONGUE & GROOVE PLYWOOD W/ MIN. 16" SPAN
RATING, GLUE & NAIL (8d COMMON, 6" O.C. AT EDGE, 8" O.C. IN FIELD)
3. ALL HEADER BEAMS AT EXTERIOR WALL 6X12 D.F. #2 OR BETTER
& SUPPORTED BY DOUBLE STUDS AT EACH END, U.N.O.
4. ALL HEADER BEAMS AT INTERIOR WALL 012 D.F. #2 OR BETTER
& SUPPORTED BY DOUBLE STUDS AT EACH END, U.N.O.
5. ALL FRAMING HARDWARES TO BE "SIMPSON" OR EQUAL
WALL CONSTRUCTION NOTES:
A. USE 2XI5 @16" O.C., H.F, #2 OR BTR. FOR ALL EXTERIOR WALLS, UNO.
B. USE 2X4 @16" D.C., H.F. #2 OR BTR. FOR ALL INTERIOR WALLS, UNO.
C. USE SHEARWALL TYPE PI FOR ALL EXTERIOR WALL NAILING, U.N.O.
D. SEE SHEARWALL SCHEDULE FOR SHEARWALL CONSTRUCTION.
SHEARWALL SCHEDULE 1,2,3,4,5
MARK
STRENGTH
(LB/LF)
SHEATHING
PANEL EDGE
NAILING
TOP PLATE CONNECTION
BASE PLATE CONNECTION
IF TJI
IF SOLID WOOD
@ WOOD
1@ CONCRETE
Pi
240
J"CDX
PLYWOOD
8d @6"O,C,
16d @6"O.C.
LPT4 @24"O.C.
16d @6"O.C.
J"O AB
@ 48"O.C.
P2
353-5
?2'CDX
PLYWOOD
8d @4"O.C.
16d @4"O.C.
LPT4 @16"O.C.
16d @6"O,C.
J"O AB
@ 32"O.C.
___L__l
NOTES
1. BLOCK EDGES WITH 2X LAID FLAT AND NAIL TO INTERMEDIATE SUPPORTS WITH 8d 012"O.C.
2. 8d NAILS SHALL BE 0.131"0 X 2j"(COMMON)
10d NAILS SHALL BE 0,148"0 X 3"(COMMON)
16d NAILS SHALL BE 0.135"0 X 3r(BOX)
3. EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR
BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3"X3"XO.229" PLATE WASHERS.
4. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND END STUDS
SHALL RECEIVE PANEL EDGE NAILING.
5. MINIMUM TWO 2X BASE PLATES OR ONE 3X BASE PLATE ARE REQUIRED.
LEGEND:
SHEAR WALL TYPE
SHEAR WALL LENGTH (MIN.)
2,3'
4,
= SHEAR WALL
SIMPSON MST48— STRAP TIE OR EQUAL UNLESS NOTED, INSTALLED AT THE BOTTOM OF
SHEAR WALL SEGMENT, CENTERED AT FLOOR DIAPHRAGM
SEE �6 /" �l & K 22) FOR INSTALLATION DETAILS.
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YOFEDMONDS
41T REVISION
HOME TECH
4946 131 ST PL SE
BELLEVUE, WA
(206) 778-2431
hometechwa@yahoo.com
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DESIGN,
Y. S,
DRAWINGi
H. H.
CHECK,
Y. S.
DATE,
JUNE 26, 2018
SCALE,
As Shown
SHEET,
5
i
S3.1
LEGEND,
SHEAR WALL TYPE
SHEAR WALL LENGTH (MIN.)
SHEAR WALL
SIMPSON MST48- STRAP TIE OR EQUAL UNLESS NOTED, INSTALLED AT
THE BOTTOM OF SHEAR WALL SEGMENT, CENTERED AT FLOOR DIAPHRAGM
SEE (3r5-� r6 2� & r2-2� FOR INSTALLATION DETAILS.
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1. USE Pl TYPE SHEAR WALL FOR ALL EXTERIOR WALL, UNLESS NOTED OTHERWISE.
6
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UPPER FLOOR PLAN
F'tt�uuj
NOTES: JUL 0 2 2019
1. USE Pl TYPE SHEAR WALL FOR ALL EXTERIOR WALL, UNLESS NOTED OTHERWISE. SjjL0jt4GDEPAM-ENT
-sea- s6A'r 'ss. I 4mcwtat 5.6mk., CITY Of E-01103 .
HOME TECH
4946 131 ST PL SE
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(206) 778-2431
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REVISIONS DATE
DESIGNs
Y. S.
DIRAWINGi
H, H.
CHECK,
Y. S.
DATE,
JUNE 26, 2018
SCALEI
As Shown
SHEET'i
6
S3.1.1
ROOF FRAMING NOTES:
1. LOAD: 15 PSF (DEAD LOAD) + 25 PSF (LIVE LOAD)
2. ROOF TRUSS: DESIGN TO THE LOAD CONDITION IN 1,
CARRY MFGR. STAMP, INSTAL AND BRACE PER MFGR. SPEC.
3. RAFTER TO BE 2X12 H.F. #2 OR BETTER, TYP. UNLESS NOTED
OTHERWISE
4. PROVIDE SIMPSON HID OR H2.5 CONNECTORS AT EVERY RAFTER/
TRUSS
5. SHEATHING TO BE 1/2" COX MINIMUN, W/RATED SPAN OF 24/0
OR HIGHER; NAILING SHALL BE 8 d @ 6" O.C. AT PANEL EDGES &
6" D.C. IN FIELD.
6. ALL HEADER BEAMS (H.B.) AT EXTERIOR WALL 6X10 D.F. #2 OR BETTER
UNLESS NOTED OTHERWISE
7. ALL HEADER BEAMS (H.B.) AT INTERIOR WALL 4XlO D.F. #2 OR BETTER
UNLESS NOTED OTHERWISE
LEGEND! SHEAR WALL TYPE
prSHEAR WALL LENGTH (MIN.)
SHEAR WALL BELOW
SIMPSON MST36 STRAP TIE OR EQUAL, AT BOTTOM OF
SHEAR WALL SEGMENT, CENTERED AT FLOOR DIAPHRAGM
TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, SPLICED OR OTHERWISE
ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL,
ALTERNATIONS RESULTING IN THE ADDITION OF LOAD (E.G., HVAC EQUIPMENT, WATER
HEATER, ETC.), THAT EXCEED THE DESIGN LOAD FOR THE TRUSS, SHALL NOT BE PERMITTED
WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADING.
WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING
PRACTICE, THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES
SHALL COMPLY WITH ANSI/TPI 1, THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY
A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE STATUTES OF THE JURISDICTION IN
WHICH THE PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106,1
SHOP DRAWINGS FOR PRE—ENGINEERED FLOORS OR TRUSSES MUST
BE ONSITE AT TIME OF FRAMING INSPECTION, AND HAVE AN ORIGINAL
WASHINGTON SEAL AND SIGNATURE OF THE DESIGNER. PROCEEDING
WITH FRAMING WITHOUT APPROVED DETAILS AND PLAN IS DONE SO
AT THE CONTRACTORS/APPLICANTS RISK
FRAMING PLAN - ROOF & WALLS BEL01
ZC4LE:1/4"=l'—O"
MFR. MONO TRUSSES @ W D.C.
ASPER MFG SPECS, TYP.
MFR. END JACK TRUSSES @ 2e D.C.
AS PF7
't MFG. SPECS. TYP.
2X RAFTERS@ 24"O.C.
MFR . END JACKTRUSSES @ X D.C.
AS PER MFG. SPECS. TYP.
2X RAFTERS @ 24' O.C.
MFR. END JACK TRUSSES @ 2V D.C.
AS PER MFG. SPECS. TYP.
SKYLIGHT
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AS PER MFG. SPECS. TYP.
- MFR. END JACK TRUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP.
4XlO QF#1
MFIL END JACK TRUSSES @ 24" D.C.
AS PER MFG. SPECS. TYP.
MFR. MONO TRUSSES @ 24' D.C.
AS PER MFG. SPECS. TYP.
FAI
MFR. END JACK TRUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP. I
L MFR. MON01 'TRUSSES @ 24' D.C.
AS PER MFG. SPECS. TYP.
r2O"�
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MFR. END JACK TRUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP.
MFR. MONO TRUSSES @ 24' D.C.
AS PER MFG. SPECS. TYP.
RESUB
JUL 0 2 20ig
BUILDING DEPFMENT
CITYOFED ONDS
HOME TECH
4946 131 ST PIL SE
BELLEVUE, WA
(206)778 2431
29
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JUNE 30, 2019
DESIGNi
Y''S.
DRAWING,
H. H.
CHEEK-
Y. S,
DATE,
JUNE 26, 2018
SCALE,
A F
, Sh.,,,
SHEET:
7
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ROOF FRAMING NOTES:
1. LOAD: 15 PSF (DEAD LOAD) + 25 PSF (LIVE LOAD)
2. ROOF TRUSS: DESIGN TO THE LOAD CONDITION IN 1,
CARRY MFGR. STAMP, INSTALL AND BRACE PER MFGR. SPEC.
3. RAFTER TO BE 2X12 H.F. #2 OR BETTER, TYP. UNLESS NOTED
OTHERWISE
4, PROVIDE SIMPSON H10 OR H2.5 CONNECTORS AT EVERY RAFTER/
TRUSS
5. SHEATHING TO BE 1/2" COX MINIMUN, W/RATED SPAN OF 24/0
0 HIGHER; NAILING SHALL BE 8 d @ 6" O.C. AT PANEL EDGES &
6 O.C. IN FIELD.
6. ALL HEADER BEAMS (H.B.) AT EXTERIOR WALL 6XIO D.F. #2 OR BETTER
UNLESS NOTED OTHERWISE
7. ALL HEADER BEAMS (H.B.) AT INTERIOR WALL 4X10 D.F. #2 OR BETTER
UNLESS NOTED OTHERWISE
LEGEND SHEAR WALL TYPE
SHEAR WALL LENGTH (MIN.)
SHEAR WALL BELOW
SIMPSON MST36 STRAP TIE OR EQUAL, AT BOTTOM OF
SHEAR WALL SEGMENT, CENTERED AT FLOOR DIAPHRAGM
TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, SPLICED OR OTHERWISE
ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL.
ALTERNATIONS RESULTING IN THE ADDITION OF LOAD (E.G,, HVAC EQUIPMENT, WATER
HEATER, ETC.), THAT EXCEED THE DESIGN LOAD FOR THE TRUSS, SHALL NOT BE PERMITTED
WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADING.
WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING
PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES
SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY
A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE STATUTES OF THE JURISDICTION IN
WHICH THE PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1
SHOP DRAWINGS FOR PRE-ENGINEERED FLOORS OR TRUSSES MUST
BE ONSITE AT TIME OF FRAMING INSPECTION, AND HAVE AN ORIGINAL
WASHINGTON SEAL AND SIGNATURE OF THE DESIGNER, PROCEEDING
WITH FRAMING WITHOUT APPROVED DETAILS AND PLAN IS DONE SO
AT THE CON TRACTORS/APPL ICANTS RISK
FRAMING PLAN - ROOF & WALLS BELOW
SCALE: 1 /4"= 1'-0"
20
si
MFR. MONO TRUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP. 7�
MFR. END JACK TRUSSES @ 24' O.0
AS PER MFG SPECS. TYP.
2X RAFTERS@ 24� D.C.
Eli HIP MASTf
IL
MFR. END JACK TRUSSES @ 2r O.C.
AS PER MFG. SPECS. TYP.
6XIS POST
'T
4X12 BEAM
6X6 POST
2X RAFTERS @ W O.C.
MFR. END JACK TRUSSES @ 2e O,C.
AS PER MFG. SPECS. TYP. i,
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L
BEARING
DESIGN TRUSS BEARING POINT
5:12 77'- 5:12
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DESIGN TRUSS BZA/RING POINT
AIN
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4,xa'PLATFORM
FOR FURNACE
WIN
uj
JSSES @ br O.C.
MFR. MONO TRUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP.
- MFR. END JACK TRUSSES @ 2e O.C.
AS PER MFG. SPECS. TYP.
MFR. COMMON TRUSSES @ 24' D.C.
AS PER MFG. SPECS. TYP.
RAFTERS @ W O.C.
4X10 DF#1
HEADER BEAM
(HDR) TYP.
MFR. END JACK TRUSSES @ 24" O.C.
AS PER MFG. SPECS. TYP.
MFR. MONO TRUSSES @ 2r O.C.
PER MFG. SPECS. TYP.
MFR. END JACKTRUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP.
L MFR, MONO�T4RUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP.
MFR. END JACK TRUSSES @ 24' O.C.
AS PER MFG. SPECS. TYP.
MFR. MONO TRUSSES @ 24' D.C.
AS PER MFG. SPECS. TYP.
No
31-6 0 M
C OF EE NOR
POST PERMIT REVISION
HOME TECH
i
4946 131 ST PL SE
BELLEVUE, WA
(206)778 2431
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REVISIONS DATE
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DEC 9, 2019
DESIGN,
Y. S.
DRAWING,
H. Hl.
CHECK,
Y. S.
i NE 26, 2018
SCALEj
As Shown
SHEET,
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