HomeMy WebLinkAboutPermit D16-0162 - DOAK HOMES / LOT 7 - NEW SINGLE FAMILY RESIDENCEThis record contains information which is exempt from public disclosure
pursuant to the Washington State Public Records Act, Chapter 42.56 RCW
as identified on the Digital Records Exemption Log shown below.
D16-0162
DOAK HOMES - LOT 7
5009S122 ND LN
RECORDSDIGITAL D-) EXEMPTION LOG
THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION
Page # Coda Exemption, I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo
The Privacy Act of 1974 evinces Congress'
intent that social security numbers are a private
concern. As such, individuals' social security
Personal Information —
numbers are redacted to protect those
Social Security Numbers
individuals' privacy pursuant to 5 U.S.C. sec.
5 U.S.C. sec.
DR1
Generally — 5 U.S.C. sec.
552(a), and are also exempt from disclosure
552(a); RCW
552(a); RCW
under section 42.56.070(1) of the Washington
42.56.070(1)
42.56.070(1)
State Public Records Act, which exempts under
the PRA records or information exempt or
prohibited from disclosure under any other
statute.
Redactions contain Credit card numbers, debit
card numbers, electronic check numbers, credit
Personal Information —
expiration dates, or bank or other financial
RCW
57
DR2
Financial Information —
account numbers, which are exempt from
42.56.230(5)
RCW 42.56.230(4 5)
disclosure pursuant to RCW 42.56.230(5),
except when disclosure is expressly required by
or governed by other law.
Personal Information —
Redactions contain information used to prove
RCW
DR3
Driver's License. — RCW
identity, age, residential address, social security
42.56.230 (7a
42.56.230
number or other personal information required to
& c)
(7a & c)
apply for a driver's license or identicard.
Redacted content contains a communication
between client and attorney for the purpose of
obtaining or providing legal advice exempt from
RCW
Attorney -Client Privilege —
disclosure pursuant to RCW 5.60.060(2)(a),
5.60.060(2)(a);
DR4
RCW 5.60.060(2)(a);
which protects attorney-client privileged
RCW
RCW 42.56.070(1)
communications, and RCW 42.56.070(1), which
42.56.070(1)
protects, under the PRA, information exempt or
prohibited from disclosure under another statute.
DOAK HOMES - LOT 7
5009 S 122"D LN
D16-0162
� City of Tukwila
• � � "' Department of Community Development
+ 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
'' ` Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
COMBOSFR PERMIT
Parcel No: 0179001862
Address: 5009 S 122ND LN
Project Name: DOAK HOMES - LOT 7
Owner:
Name: DOAK HOMES INC
Address: 11812 26TH AVE SW , BURIEN, WA,
98146
Contact Person:
Name: DARRYL DOAK SR
Address: 11812 26TH AVE SW , BURIEN, WA,
98146
Contractor:
Name: DOAK HOMES INC
Address: 11812 26 AVE SW , SEATTLE, WA,
98146
License No: DOAKHI*092NZ
Lender:
Name: DOAK HOMES INC
Permit Number: D16-0162
Issue Date: 3/7/2017
Permit Expires On: 9/3/2017
Phone: (206) 246-6587
Phone: (206) 246-6587
Expiration Date: 8/13/2017
Address: 11812 26TH AVE SW , BURIEN, WA,
98146
DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 1,500 S4 FT SINGLE FAMILY RESIDENCE AND A 240 ATfACHED 6ARAGE.
Project Valuation: $202,505.25 Fees Collected: $46,573.37
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB Occupancy per IBC: R-3
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition;
International Mechanical Code Edition
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-46B:
2015 WA State Energy Code:
2015
2014
2014
2014
2015
Public Works Activities:
/
Channelization/Striping:
Curb Cut/Access/Sidewalk
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Volumes: Cut: 40 Fill: 20
Number: 1
Water Meter: Yes
C
Permit Center Authorized Signature: � Date: �����
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development pe�mit and agree to the conditions attached to this permit.
Signature:�
Print Name:,
Date: ��C "�' l %
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PUBLIC WORKS PERMIT CONDITIONS***
2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement
and completion of work at least 24 hours in advance. All inspection requests for utility work must also be
made 24 hours in advance.
3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public
Works Inspector for any work after 5:00 p.m. and weekends.
4: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable
service lines be underground from the point of connection on the pole to the house.
5: Any material spilled onto any street shall be cleaned up immediately.
6: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off-site or into existing drainage facilities.
7: The site shall have permanent erosion control measures in place as soon as possible after final grading has
been completed and prior to the Final Inspection.
8: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 20 cubic yards of fill. If
the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and
pay the difference in permit fee prior to the Final Inspection.
9: From October 1 through April 30, cover any slopes and stockpiles that are 3H:iV or steeper and have a
vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period,
cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must
be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and
immediately before, during and following storms.
10: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at
least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction
approval.
11: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify
in writing to the Public Works Inspector that a 3/4-inch water meter and service line meets domestic water
and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water
meter with a 1-inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC
SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project inspector.
12: ***BUILDING PERMIT CONDITIONS***
13: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
14: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
15: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop
drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings
shall be maintained on the site and available to the building inspector for inspection purposes.
16: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
18: All wood to remain in placed concrete shall be treated wood.
19: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
20: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy
can be obtained at City Hall in the office of the City Clerk.
21: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
22: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion.
Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical
dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping.
23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
24: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
25: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
26: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
27: ***MECHANICAL PERMIT CONDITIONS***
28: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
29: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
30: Manufacturers installation instructions shall be available on the job site at the time of inspection.
31: Except for direct-vent appliances that obtain all combustion air directly from the outdoors; fuel-fired
appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces:
Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms.
32: Equipment and appliances having an ignition source and located in hazardous locations and public garages,
PRIVATE GARAGES, repair garages, automotive motor-fuel dispensing facilities and parking garages shall be
elevated such that the source of ignition is not less than 18 inches above the floor surface on which the
equipment or appliance rests.
33: ***PLUMBING/GAS PIPING PERMITCONDITIONS***
34: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
35: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
36: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
37: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
38: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
39: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
40: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 guage.
41: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
42: All pipes penetrating floor/ceiling assemblies and fire-resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
43: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris,
44: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
45: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
46: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
48: New and existing buildings shall have approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the street or road fronting the
property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers
or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width
of 0.5 inch (12.7mm). (IFC 505.1)
49: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide
area below each required rescue window. (City Ordinance #2435)
50: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435)
0413 WALL SHEATHING/SHEAR
5130 WATER METER - PERM
� Citv of Tukwila
• Department of Public Works
� 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
' " Phone:206-433-0179
Fax: 206-431-3665
Web site: http://www.TukwilaWA.sov
Parcel No: 0179001862
Address: 5009 S 122ND LN
WATER METER INFORMATION
Permit Number: D16-0162
Issue Date: 3/7/2017
Permit Expires On: 11/27/2017
Applicant: DOAK HOMES - LOT 7
DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 1,500 SQ FT SINGLE FAMILY RESIDENCE AND A 240 AITACHED GARAGE.
METER #1 METER #2 METER #3
Water Meter Size: .75"
Water Meter Type: PERM
Work Order Number: 21640118
Connection Charge:
Installation:
Plan Check Fee:
Inspection Fee:
Turn on Fees:
Subtotal:
Cascade Water Alliance (RCFC):
$ 60.00
$490.00
$10.00
$15.00
$50.00
$625.00
$6,005.00
TOTAL WATER FEES: $6,630.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
CITY OF TUK �'.A
Commurrity Develop.nent Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:'r'���vtv. fukwilaVdA.���v
Combinatio�. � �ermit No. � � � �
Project No.:
Date Application Accepted: 1���%,d��, �Q
Date Application Expires: � !�-�� �
use
COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY
1.0�"%
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**please print**
SITE LOCATION
King Co Assessor's Tax No.: ��%%�Q ! 8��
Site Address: J � � I �� � o� � N� ` ANL`,'
PROPERTY OWNER
Name: • � l�M � � G
/
Address: / � cct'11 � 2_ a 6�� �e S� � l
d
City: � r•�� State: J� )� Zip o�L�
K/ O 7"
H�Applications\Forms-Applications On LineL01 I Applications\Combination Permit ApplScation Revised 8-9-I l.docz .
Revised. August 20I I Page 1 of 4
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� PROJECT INFORMATION — .
Valuation of project (contractor's bid price): $ �% Q,(� � �
Scope of work (please provide detailed information)
�A f►�,i �y rPs � c��Piv c� cu ��7�1�
DETAILED BUILDING INFORAMTION —
�
C O/I�Si� k.G/-�L�/
A ������ �R�
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���1� � S/�l�j�E'
PROPOSED SQUARE
PROJECT FLOOR AREAS FOOTAGE
Basement
15t floor % , 5
P
2" floor (�
�✓
Garage carport ❑
_�Y�
Deck — covered �" uncovered ❑ � `�
Total square footage �
Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed
in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407.
EQUIPMENT AND FIXTURES —
INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT.
MECHANICAL: O J
Va[ue of inechanical work $�d �G ` fuel type: ❑ electric
� gas
� furnace <I OOk btu � appliance vent � ventilation fan connected to single duct
�_ thermostat r wood/gas stove water heater (electric)
emergency generator
other mechanical equipment
PLUMBING: / ��v ov
Value of plumbing/gas piping work $ �9
� bathtub (or bath/shower om bidet
_� dishwasher floor drain
� lavatory (bathroom sink) _� sink
___�___ water heater (gas) lawn sprinkler system
clothes washer
shower
water closet
gas piping outlets
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Revised: August 2011 Page 2 of 4
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� PUBLIC WORKS PERMIT INFOR, I'ION — �
Scope ofwork (please provide detailed information):�p��t>iU p/��v� /a �fPi"/�/<i `i vd`Cu,p S��
a
Lc, fi � f'i^ S'�/�G�➢/ C�' , S P Gc.9�2 v� S' 7�cyr��� GI/�A/N/1�P 7�c� Y/iC� �v FcJ .�i/�� y�/E'
• � i
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Call before you Dig: 811
�- Please refer to Public Works Bulletin #1 for fees and estimate sheet. ----�
WATER DISTRICT
,�.. Tukwila ❑... Water District # 125 ❑... Highline
❑.. Letter of water availability provided
SEWER DISTRICT
�'.. Tukwila ❑ ...Valley View ❑... Renton
❑.. Sewer use certiiicate ❑...Letter of sewer availability provided
❑ .. Renton
❑ .. Seattle
SEPTIC SYSTEM:
❑..On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Departnient.
SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLYI:
�. Civil Plans (Maximum Paper Size — 22" X 34")
❑.. Technical Information Report (Storm Drainage) -��. Geotechnical Report
❑.. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s)
❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
PROPOSED ACTIVITIES (MARK BOXES THAT APPLY):
❑.. Right-Of-Way Use - Potential disturbance ❑...Construction/Fxcavation/Fill - Right-of-Way...❑ -or- Non Right-of-Way.. ❑
❑.. Total Cut _� o Cubic Yards ❑... Work In Flood Zone
❑.. "I�otal Fill � Q Cubic Yards .�.. Storm Drainagc
�.. Sanitary Side Sewer ❑... Abandon Septic Tank �". "I'rench Excavation
❑.. Cap or Kemove Utilities ❑... Curb Cut 0'.. Utility Undergrounding
❑.. Frontage Improvements ❑... Pavement Cut ❑.. Backflow Prevention - Fire Protection
❑.. Traffic Control � ❑... Looped Fire Line Irrigation
Domestic Water
-�.. Permanent Water Meter Size ............... .� " WO #
❑.. Residential Fire Meter Size ................. " WO #
❑ .. Deduct Water Meter Size ..................... "
❑.. Temporary l�l�ater Meter Size .............. " ��1�0 ,#
❑.. Sewer Main Extension .....................Public ❑- or - Private ❑ ❑.. Water Main Extension Public ❑- or - Private ❑
FINANCE INFORMATION — 7'HIS INFORMAT'ION IS REOCJIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE
Fire line size at property line number of public fire hydrant(s)
❑ .. water ❑ .. sewer ❑ .. sewage treatment
MONTHLY SERVICE BILLING TO:
Name:
Mailing
WATER METER REFUND/BILLING:
Mailing
Day Telephone:
City
Day Telephone:
City
State ZiP
Sta[e Zip
H:Wppliwtions\Forms-Appliwtions On Line�20I I Applications\Combinatfon Permi� Application Revised 5-9-1 I docx
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PERMIT APPLICATION NOTES — .'LICABLE TO ALL PERMITS IN THIS �'LICATION — �
Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed
and is subject to possible revision by the permit center to comply with current fee schedules.
Expiration of pian review — Applications for which no permit is issued within 180 days following the date of application shall expire
by limitation.
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
PROPERTY OW,AIER OR ,�JTHOR�ED A�ENT:
Print Name:
�� �
Mailing Address: � � O !l /� �i 6 � /1 /7 V �
Date:
Day Telephone: � � � � < v `6�p /
� ,�i.9 ��! y�
-�,��
City State Zip
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PermitTRAK $44,793.85
D16-0162 Address: 5009 S 122ND LN Apn: 0179001862 $44,793.85
0.75 INCH $6,630.00
CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00
METER/INSTALL DEPOSIT 6401.245.100 0.00 $490.00
WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00
WATER METER INSPECTION R401.342.400.00.00 0.00 515.00
WATERTURN-ON FEE R401.343.405.00.00 0.00 $50.00
CASCADE WATER ALLIANCE B640.237.500 0.00 $6,005.00
DEVELOPMENT $2,357.60
PERMIT FEE R000.322.100.00.00 0.00 $2,353.10
WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50
IMPACT FEE $2,348.00
FIRE R304.345.852.00.00 0.00 $922.00
PARK R104.345.851.00.00 0.00 $1,426.00
MECHANICAL $189.00
PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00
PLUMBING $252.00
PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00
PUBLIC WORKS $1,254.88
PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $108.75
GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50
TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88
CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $108.75
SEWER SERVICE FEE $20,400.00
SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $20,400.00
TECHNOLOGY FEE $146.32
TECHNOLOGY FEE R000.322.900.04.00 0.00 $146.32
WATER SERVICE FEE $11,216.05
WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $11,216.05
� , . � � . . . 1 . � � ' :
Date Paid: Tuesday, March 07, 2017
Paid By: DOAK HOMES INC
Pay Method: CHECK 9100
Printed: Tuesday, March 07, 2017 3:08 PM 1 of 1 ���
SYS7EM5
� ' ' • � � � i ' � �
PermitTRAK $8,676.59
D16-0161 Address: 5008 S 122ND LN Apn: 0179001858 $1,790.57
DEVELOPMENT $1,540.57
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,540.57
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
D16-0162 Address: 5009 S 122ND LN Apn: 0179001862 $1,779.52
DEVELOPMENT $1,529.52
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,529.52
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
D16-0163 Address: 5015 S 122ND LN Apn: 0179001863 $1,663.49
DEVELOPMENT $1,413.49
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,413.49
PUBLIC WORKS $250.00
BASE APPIICATION FEE R000.322.100.00.00 0.00 $250.00
D16-0164 Address: 5021 S 122ND LN Apn: 0179001864 $1,779.52
DEVELOPMENT $1,529.52
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,529.52
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
D16-0165 Address: 5027 S 122ND LN Apn: 0179001865 $1,663.49
DEVELOPMENT $1,413.49
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,413.49
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
� � . � � . � . . � : • • '
Date Paid: Monday, June 20, 2016
Paid By: DOAK HOMES INC
Pay Method: CHECK 9011
Printed: Monda , June 20, 2016 11:16 AM 1 of 1 �
Y _ Li' L ' ����SYS7EM5
' INSPECTION RECORD �
l� Retain a copy with permit � �� �
INSPECTION N0. PERMfT N0.
CITY OF TUKWII.A BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Gorrections required prior to approval.
COMMENTS:
nspector:
��
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Calt to schedule reinspection.
INSPECTION RECORD , �� � ``'�
�� Retain a copy wi�h permit �� � �
IN CTION N0. PERMIT N0.
CITY OF TUKWII.A BUILDING DlVISION �
6300 Southcenter Blvd., #100, 7ukwila. WA 98188 {206) 431-3670
Permit inspection Request Line (206) 438-9350
� Appr�oved per appiicable codes. � Corrections required prior to approvai.
COMMENTS:
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
1NSPECTION RECORD �
% % ��/� V �`'i��� �
Retatn a copy wrth perm�t
INS N N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Sauthcenter 8fvd., #100, iukwila. WA 98388 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
� RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
INSPECTION RECORD �������.� �
� Retain a copy with perm't
I TION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISIDN �
6300 Southcenter Blvd., #100, iukwila. WA 98188 (206) 431-3670
Permit lnspection Request Line (206) 438-9350
� Approved per applicabie codes. � Corrections required prior to approval.
COMMENTS:
� " � � 7Si'�7.JI�.4i' '/ �f�J
�J'� �
pector:
Date:
/G / i i `�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedute reinspection.
INSPECTION RECORD
�s Retain a copy with permit p`� �� ��' 2
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd.., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
�� !�'G�'.S° C�5' P� P� �i �`�L
Address: Date Called:
� � � l 22�, �N
Special Inst�uctions: Date Wan[ed: _,7, a
� j— ^7 Cj — _ .m.
<
Requester:
Phone No:
�pproved per applicable codes. � Corrections required prior Eo approval.
CQMMENTS:
d�'� '` P/f�� � l�L--
� REINSPECTION FEE REQUIRED. Priar to next inspectinn, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Cail to schedule reinspection.
r� 1NSPECTION RECORD �i�� �r� � ��
Retain a copy with perm�t
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISI�N .
630Q Southcenter Blvd., #10Q, 7ukwila. WA 98788 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
nAppr�oved per applicable codes. � Corrections required prior to approvaf.
'i-*i
U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
w
'°� 3 INSPECTiON REC0�2D
< �
Retain a copy with permit ��' � l �'
INSPECTION N0. PERMIT N0.
GITY OF TUKWILA BUILDING DIV1514N �
6300 Southcenter Bivd., #100, 7ukwila. WA 981$8 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Gorrections required prior to approval.
COMMENTS:
��— - ,�'� C�fi�%
nspector:
� REINSPECTIOIV FEE REQUIRED. Prior to next inspection, fee must be
paid at b300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
I(�ISPECTION RECORD
Retain a copy wifh permit ����a�ba
INSPECTION N0. PERMIT N0.
CITY QF TUKWIIA BUILDING DIVISION
6300 Southcenter Blvd., #100, 7ukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
Project: /�,,� Type of Ins�tign:�
° �-�s/11'I �.S-" �,I/z- �
Address: Date Called:
�Do � � �aa �.�� o�/i�/i�
Special Insiructions: Date Wanted: a. .
p��a�1/�J p.m.
Requester:
Phone No:
� Approved per applicable codes. � Gorrections required prior to approval.
CUM M ENTS:
� �
ns
� REINSPECTION FEE REQUIRED. Prior to next ins�pection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
INSPECTION RECORD - ��
r`� Retain a copy with permit ������'
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION �
fi300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Appr•oved per applicable codes. � Corrections required prior to approval.
COMMENTS:
inspector: � Date:
Al.�t � � � !
u REINSPECTION FEE REQUIftED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
� INSPECTION RECORD ���6 ���� ��
Retain a copy with perm�t
INSPECTION N0. PERMIT N0.
CiTY (JF TUKWIL.A BUILDING DIVISION .
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-367Q
Permit lnspection Request Line (206) 438-9350
� Approved per applicabie codes. � Correciions required prior to approvat.
COMMENTS:
Date,�/ J� `�
_�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 630Q 5outhcenter Btvd.. Suite 100. Calt to schedule reinspection.
INSPECTION RECORD �
�
l Retain a copy with permit D��'r ����
INS CTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION �
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� REINSPECTION FEE REQUIRED. Prior ta next inspection, fee must be
paid at b300 Southcenter Blvd.. Suite 100. Catl to schedute reinspection.
INSPECTION RECORD
�� Retain a copy with permit D� �' ����
INSPECTION N0. PERMIT N0.
CITY �F TUKWILA BUILDING DIV1514N
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit [nspection Request Line (206) 438-9350
�Approved per applicabie codes. � Corrections required prior to approval.
COM M ENTS:
z�hC � �l/�� � � � �
� REINSPECTION FEE REQUIRED. Prior to next inspecfiion, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Cail to schedule reinspection
iNSPECTION RECORD
� Retain a copy with permit �l �^�� ��'
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISI�N
6300 Southcenter Blvd., #100, Tukwila. WA 98788 (206) 431-3670
Permit lnspection Request Line (206) 438-9350
�Approved per applicabie codes. � Gorrections required prior to approvaf.
�NG�
COM M ENTS:
�K _ . ,'��/ YC"�
spector:
Date:� /�`/�
7
� REINSPECTION FEE REQUIRED. Prinr to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
c
('�'�'�j iNSPECTION RECORD ���_ �`��
� Retain a copy with permit
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION �
6300 Southcenter Blvd., #100, iukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350 �
/�e� �'�-- rS��G�'
Project: Type of Inspection: �
fE55:
.� : i � ND I�i�l �
ructions: � �
L.1�1 %
b?o/ b?p�
O 7��
�t�oR
ea: � �� �� / P m.
��N -- ��� — ����
�fnspettor: ���� �Date: � I
� `��' �i �
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. 5uite 100. Call to schedute reinspection.
�, INSPECTION RECORD
Retain a copy with permit ��� ���� �
INSPECTION N0. PERM{T N0.
CITY 4F TUKWILA BUILDING DIVISION
6300 Southcenter 81vd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicabie codes. � Gorrections required p�ior to approval.
COMMENTS:
zS�C � �.S /�,c��J�-l�- —� � ,
� REINSPEC710N FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspectio�.
INSPECTION RECORD
��
,
� Retain a copy with permit �,�`�� ��� �
INS CTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd_, #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� paid at 6300 Southcenter Blvd.. Suite 10Q Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit ��' �� ����
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable cades. � Gorrections required prior to approval.
COMMENTS:
rs�i � � n� � -rr � /�/' >s-�� i � � 1y(5���'��
nspector:
�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 630Q Southcenter 8lvd.. Suite 100. Calt to schedule reinspection.
INSPECTION RECORD �
Retain a copy with permit �� ����' �
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit fnspectian Request Line (206) 438-9350
� Approved per appiicable codes. � Gorrections required prior to approval.
COMMENTS:
nspettor:
�'�t°
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Calt to schedule reinspection.
INSPECTlON RECORD �
Retain a copy with permit ��'"_��� Z
INSPECTION N0. PERMIT N0.
CITY OF TUKWtLA BUILDING DIVIStON
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Gor�ections required prior to approval.
MENTS:
nspector:
� REIIJSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd„ Suite 100. Call to schedute reinspection.
INSPECTION RECORD �
Retain a copy with permit �� �����'
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per appiicabie codes. � Gorrections required prior to approvai.
� paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection.
INSPECTION RECORD
� Retain a copy with permit ���' �l� �
INSPEtTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
�Approved per applicable codes. � Corrections required prior to approvai.
Ilnspectar: � J���. �uate:_ / 2 / ^ � � I
i� %-
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedule reinspection.
INSPECTION RECORD \�`
Retain a copy with permit •����� �
INSPEC ON N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 9818$ (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
COM M ENTS:
�
��
i ns pector: Date:
yt�vZ
I I Kt11V5Yt�l IUN ttt Kt�tUlKtu. rrior to next �nspecnon, tee must oe
�—� paid at 6300 Southcenter 8tvd., 5uite 100. Call to schedule reinspection.
INSPECTION RECORD `�
`� Retain a copy with permit ��''� ���' Z-
INSP ION N0. PERMIT N0.
CITY (JF TUKWI�.A BUILDING D#VISION �
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Appr�oved per applicable codes. � Corrections required prior to approval.
U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
� INSPECTIUN RECORD
� Retain a copy with permit ��� �� ���'
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 5oufihcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
ect: �c.1/'i� �
�ov�u�/�-i7�
, [22�t�D �1V�
nst
� Approved per appiicable codes.
COM M ENTS:
�1C - P��i !��%
��n��Y G��i. c--
o�`'�
O:
� Gorrections required prior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit �1 ���/��
INSPECTION N0. PERMIT N0.
C�TY �JF TUKWII.A BUILDING DIVISION
6300 Southcenter Blvd., #100, 7ukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Gorrections required prior to approvaf.
COMMENTS:
C��C - �'�!/
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at b300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
INSPECTION RECORD , � �/ �
Retain a copy with permit �� ���� �
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION �
6300 Southcenter Sfvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Appr•oved per applicable codes. � Gorrections required prior to approval.
COMMENTS:
nspector:
r
l� �
� RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD l.�l � --U 1 �2
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: / � � � Type of Inspection: �'"�`
�i �'"��� •�!"�
Address: �'D Contact Person:
suite #: �� ���. �Z� Lnj I.�c� r're �{
Special Instructions: Phone No.:
2�� - 3� 2- 2 z� a
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
� �� �� �� �- ��� ;�� � ✓� z t �.�-� �--
' �� �� 7'� �J '� _S rL�,U� C�"�2 n l� .
`�Y2-- f'��L�'Y✓t G/ G� %�i�G (�! L f;
Needs Shift In
Fire Alarm:
Monitor:
Permits:
ii�
. ' Hood & Duct:
�' Pre-Fire:
Occupancv Tvpe:
Inspector: �� �e� Date: ����/� � Hrs.: �
� �
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn :
Address:
�;�.,.
Company Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
Duct Leakage A�eiavit {New Constrt�c�ion)
Permit #: �j�'� � � �
House address or lot number: 5oL'�j j.. /;?.2 �"' C i��•
�;�: �Ku�;�:� Z��: 9�i 7� .
Cond. Fioor Area (ftz}: �J�� Source (circie one): i�ans Estimated Measured
❑ Duct tightness testing is nat required. The totai ieakage test is not required for ducts and air handlers located
entirely within the buiiding thermal envelope. Ducts located in crawl spaces do r+ot qualify for this exception.
� Air Handler in conditioned space? Q yes (�'no Air Handler present during test? �yes p no
��• Circle Test Method: Leakage tQ Outside <�e
� Maximum duct leakage: �
� Past Ganstruct�on, total duat leakage: (floor area x.04) = CFM@Z5 Pa
Post Const�vction, leakage to outdoors: (floor area x.04} = CFM@25 Pa
Rough-in, toial duct leakage with air handler installed: (floor area x.04) = 68 CFM@25 Pa
Rough-In, total duat leakage with air handler not installed: (floor area x.03) = CFM@25 Pa
Tesi. Resuft: �� CFM@25Pa
Ring (circle one if applicable}: Open
Duct Tester location_ 11 Erc�4w' �Z,�. .
1 2
Pressure Tap Locafion: �%�i0� �r �.�
1 certiiy that these du�t ieakage rates are accurate and determined using standard duct testing protocol.
Company Name: ,� ` 1�`�� �'I�- �.'��c� Technician: /.,bu�> ��
�
Technician Signature: � �
Date: b �
/ _. �� � .� 7�
Phone Number. _
0
� �
�o �- ' �
�� �
�1� T.L.SCHRIEVER, PE, PLS, CE5CL LAND DEVELOPMENT ENGINEERING
`��14525 -148th Avenue NE (Sulte 132j Woodinrille, WA 98072 (206) bb9-5218 off (425� 489.4168 fax t@civilsiteptnn.coro
�
� £:-�
� �� �
Doak Homes, Inc. - - , ,; ,;,�a,, ��._,�,
11812 26`" Avenue SVJ
Burien, WA 98146
�;
;. .
. ..�d. _w, .w.-..,�.� ... ._y
..-.
RE; GEOTECHNICAL EVALUATiON REPORT
FOR RESIDENTIAL BUILDING FOUNDATION
Lots 2 through 10, Daak BLA L08-0404 (Slst Place S.)
November 18, 2013
���� r ��� � ;�J --- i �
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INTRODUCTION
This report presents the resu(ts of our research and investigation of the above described site, The
purpose of this study was to investigate subsurface soils to provide recommendations for the design of
residential buitding foundations.
PROJECT DESCRIPTION
The subject project includes nine single family residential buildi�ig lots that vary in size from
2500 sq. ft. to 4386 sq. ft. The site is loc�ted between 51s1 Place S. and 50`� Avenu� S. just north of
South 124`� Street. See Figure 1 for a Vicinity Map and Figure 2 for Soil Test Hole Locatians and lot
layout.
STTE RECONNAISSANCE
The project site has been recently cleared and a new access roadway canstructed. Excavated soils
may have recently been placed on some of the lots to depths of approximately 2 feet. _The easterly half of
the site appears to have been covered with 2-4 feet of imparted fill material more than 10 years ago. The
site generally slopes to the northwest on an average grade of approximately 2%. No surface water was
observed on the site.
SUBSURFACE EXPLORATION
The soils on the site were explored by excavatian of test holes with a backhoe at the locations
shown on the attached Figure 2. The soil survey was performed on January 17, 2008.
The soil stratification encountered was as follows:
TP l : 0-3'
3-9'
TP 2: 0-3'
3-6'
6-9'
Brown/grey'silt Ioam
Grey Coarse sand, loose, dry
Brown/grey siIt loam
Grey/brown fine sand
Grey/brown medium sand
C :,, , ; -
, ,
, �.f ..
i.'Q,G� J[ i it n f p'� �e;,� �.
�, .
��
N;1l�:�J�i 1�� l:i; L'-,�nLi.:;
� �: �_-
,� r�;(��P' (;;i f�. , i-,�.�-i
�
CITY OF TUKWILe Page t of3
NOV Z 0 2013
, � .+,,,,,
t�e�,;�" .
l �
�
��l��-1 T.L.SCHRIEVER, PE, PLS, CESCL EAND DEYElOPMENT ENGINEERIHG
i1i�� 14325 -14Bth Avenue NE (Suite 132) VYoodinviile, WA 98072 (Z06) 669•5218 off (443) 489.41b8 faz t@civliskeplan.com
L�'►
TP 3: 0-3' Brown/grey silt loam
3-5' Grey/Brown fine sand, loose, roots
5'-9' Brown medium sand, loose
TP 4: 0-3' Brown/grey silt loam
3-8' Brown fine-medium sand with silt lenses
TPS: 0-5' Fill
5'-9' Grey silty sand with roots
TP 6: 0-4' Brown/grey silt loam (fill)
4'-b' Grey Silty fine sand
6'-9' GreyBrown Fine Sand
TP 7: 0-5'
S-9'
9'+
Brown/grey silt loam
Brown mediurn sand, loose
Wet
In our subsurface exploration we determined that the soils on the site are generally alluvial soils
consisting of ftne-medium sand with siit lenses to depths greater than 8 feet. The depth to the winter
season water table or restrictive layer is estimated to be gr-eater than 8 feet below the ground surface.
CONCLUSIONS AND RECOMMENDATIONS
The new residences on the site may be supported on conventional continuous and spread footings
bearing on the native soils or structural �11. Exterior foorings should be bottomed at a minimum depth
of twelve inches below the lowest adjacent outside finish grade. Interior footings may be at a depth of
six inches below the top of the floor slab.
Footings founded on competent native soils may be designed for an allowable bearing capacity
of fifteen hundred (1500) pounds per square foot. The foundation walls should be designed to resist the
lateral earth pressure imposed by an equivalent fluid with a unit weight of thirty-f�ve (40) pounds per
cubic foot. Lateral loads due to wind or seismic forces may be resisted by friction between the
foundations and the supporting subgrade. A coefficient of friction of 0.40 may be used between the
structural foundation concrete and the supporting subgrade. The passive resistance of the undisturbed
natural soils may be taken as equal to the pressure of the fluid having a density of three hundred fifly
(350) pounds per cubic foot. .
The wall pressures apply only for a maximum wall height of ten feet. It is assumed that no
hydrostatic pressures act behind the wall and that no surcharge slopes or loads will be placed above the
walls. If surcharges are to be applied they should be added to the above lateral pressures,
Heavy construction equipment should not be operated behind retaining and foundation walls
within a distance equal to the height of a wall, unless the walls are designed for the additional lateral
pressures resulting from the equipment. The wall design criteria assume that ihe backfill will be well-
compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be
accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher
soil forces that occur during compaction.
:��:��. �.�w��
Page 2 of 3
�\ T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING
-i j:� 1452i -148th Avenue NE {Suite 132) Woodinrilie, WA 98072 (206j 669•3Z18 off j425) 489.1168 fax t@civiisitepian.com
L\
Based on the above design criteria, it is anticipated that the total settlements of the footings
founded on the native sandy soils will be less than 1 inch, with differential settlements of one-half inch
or less.
Slab on-grade floors may be supported on the native soil subgrade or on structural fill.
Excavation slopes should not exceed the limits specified in local, state, and national government
safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated
soil, if there are no indications of slope instability. However, vertical cuts should not be made along
property boundaries, or existing utilities and structures. Based upon Washington Administrative Code
(WAC) 296, Part N, the soil at the subject site would generally be classified as Type B. Therefore,
temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1: I
(H: V), extending conrinuously between the top and the bottom of a cut. Groundwater exiting cut faces
can result in rapid destabilization of the cut. If groundwater is encountered in any of the cuts, we
recommend consulting with the geotechnical engineer prior to proceeding. Drains, rebuilding the cut
with quarry rock, or temporary shoring could be required to maintain the stability of temporary cuts that
encounter groundwater.
DRAINAGE CONSIDERATIONS
When the residence foundation bottom is less than 36 inches below the original and finished ground
surface, foundation drains may not be necessary because the normaI groundwater table appears to be
greater than 48 inches deep. When the foundation is greater than 36 inches below the ground surface, we
recommend that foundation drains be placed at the base of all faundaxion/earth-retaining walls. These
drains should be surrounded by at least 6 inches of 1 inch-minus, washed rock and then wrapped in non-
woven, geotextite filter fabric (Mirafi 140N, Supac 4NP, or similar material}. At its highest point, a
perforated pipe invert should be at least 6 inches below the bottom of any slab or crawlspace floor, and it
should be sloped for drainage. When foundation drains are not installed, we recommerid a geotechnical
engineer inspect the foundation excavation to verify the soil/water table conditions.
USE OF THIS REPORT AND WARRANTY
This report was prepared for the Doak Homes, Inc. for use in planning and design of this project.
Ow report is based on observations of the soils exposed in the test holes and by visually observing the
surrounding area. This report should be considered a limited evaluaxion of e�sting conditions, and our
report conclusions and interpretations should not be construed as a warranty of subgrade conditions.
Vllithin the limitations of scope, schedule and budget for our services, we have striven to take
care that out work has been done in accordance with generally accepted practices followed in this area at
the time this report was prepared. No other conditions, expressed or impiied, should be understood.
Sincerely,
Timothy L. Schriever, PE
Enclosures:
1. Assessor Map showing sitf
2. Soil Log Location Map.
..,,...Lul3
Page 3 of3
W
D�AK VILLAGE GRE E N
VICINITY MAP
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`"�"'E PLAN
LG �ra�fl0�
PORIION OF
NE 1/4. SE 1/4. SECTION 1 �. T23N� R4E, W.M.
CITY OF TUKVYILA, KING COUNTY, WASHINGTON
TAX PARCEL N0. 0179001855
��
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f, ,� � , �-
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�ity �f Tukwila
Department of Community Development - Jack Pace, Director
November 16, 2016
Darryl Doak Sr.
Doak Homes Inc.
11812 26t'' Ave SW
Burien, WA 98146
RE: Request for Application Extension #1
Permit Number D16-0162
Dear Mr. Doak,
Allan Ekberg, Mayor
This letter is in response to your written request for an extension to Application Number D16-0162. The
Building Official, Jerry Hight, has reviewed your letter and consid�red your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through June 20, 2017. ,
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
E f �+I " �
.
Bill Rambo
Permit Technician
File: Permit No. D16-0162
Tukwila City Ha!! • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
November 9, 2016
City of Tukwila
Department of Community Development
6300 Southcenter Bivd, Suite #100
Tukwifa, WA 98188
Attention: Bill Rambo, PermitTechnician
Re: Application No. D1b-0162
Doak Homes — Lot 7- 5009 S. 122"d LN., Tukwila
Dear Mr. Rambo:
� RECE.IVE�.�
CITY OF T'tD�Wl�p.
Nov 1 a z����
PERMtT CEN�'��
We would like to request extension of permit application number D16-0162 for the work proposed by
Doak Homes, which is due to expire on 12/20/2016. We currently have shortage of funding for this
project.
Thank you for your consideration in extending our permit application. If you have any questions, please
call me at the phone number below.
� Sincerely,
Darryl Sr.
i����'a�!"G -�—t l
Darryl E. Doak, SR r
President
Doak Homes Inc.
Cell # 206-372-2280
Office # 206-245-6587
� Request for E�ension # � �
Current Expiration Date: I,�`��.�'J� (�
Ext C r
ension Re�uest:
� APProved for �(�
days
❑ Denied (provide expianation)
Signature/initials _�7��
/
11/1/2016
CZty Of TL�kWlZa Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
DARRYL DOAK SR
11812 26TH AVE SW
BURIEN, WA 98146
RE: Permit Application No. D16-0162
DOAK HOMES - LOT 7
5009 S 122ND LN
Dear DARRYL DOAK SR,
In reviewing our current application files, it appears that your permit applied for on 6/20/2016, has not been issued by the City of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
Nationa] Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currently your application has a status of APPROVED and is due to expire on 12/20/2016.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) ff the plan review is complete for the project and your application is approved, you may pick up [he application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended 18b days.
-or-
2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it �is determined that your extension
request is granted, you will be notified by maii.
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
'",��-�
Bill Rambo
Permit Technician
File No: D16-0162
6300 Southcenter Boulevard Suite #100 • Tukwila Wasl�.ington 98188 • Phone 206-431-3670 • Fax 206-431-3665
I �r `��� � -���•�� ��� . �
�
PERMIT NUMBER: D 16-0162
PROJECT NAME: DOAK HOMES — LOT 7
SITE ADDRESS: 5009 S 122ND LN
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
DATE: 06/20/16
before Permit Issued
after Permit Issued
DEPARTMENTS:
�� �C� fP � ti��G �C� ���' l� I� A�P G• 2� �!�
Buildin Division Fire revent�on Plannin Division
g �'' g �
�V�v1 �W� - 3 • �c�
Public Works � Structural � Permit Coordinator �
PRELIMINARY REVIEW: DaTE: 06/21/16
Not Applicable ❑
(no approval/review required)
REVIEWER'S 1NITIALS:
Structural Review Required ❑
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O%�19�IC)
Approved ❑ Approved wifh Conditions �
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use O�rly
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
�—r
Residential Sewer Use C' tification KingCounty
Sewage Treatment Capac ty Charge Department of Natural Resources and Parks
Wastewater Treatment Division
• To be completed for all new sewer connections, re-
connections, or change of use of existing connections.
• This form does not apply to repairs or replacements of
existing sewer connections within five years of disconnect.
Please Print or Type
' 1 ' /, `v P
Property Street Address
TK . ,,'lia l,,J.
City State ZIP
5 ''S` / tJ c=
Owner's Name
l / / - a lo / S (. .>
Owner's Mailing Address
w
U s^/ !?1 /7 C 1G'
City State ZIP
2 y - 5'fS
Owner's Phone Number (with Area Code)
Property Contact Phone Number (with Area Code)
Party to be Billed (if different than Owner):
Name
Street Address
City State ZIP
For King County Use Only
Account #
No. of RCEs
Monthly Rate
Sewer District
Date of Sewer Connection
< < Q il
Side Sewer Permit Number
Required: Property Tax Parcel Number
Subdivision Name
Lot Number
Building Name
Residen#ial Customer
Please check appropriate box: Equivalent (RCE)
. 'Single-family (free standing, detached only)
Multi-Family (any shared walls):
❑ Duplex (0.8 RCE per unit)
❑ 3-Plex (0.8 RCE per unit)
❑ 4-Plex (0.8 RCE per unit)
❑ 5 or more (0.64 RCE per unit)
No. of Units x 0.64 =
O Mobile home space (1.0 RCE per space)
1.0
1.6
2.
3.2
a
Subdivision Number
Block iVumber
Please report any demolitions of pre-existing
building on this property. Credit for a demolition
may be given under some circumstances.
Demolition of pre-existing building? OYes No
Was building on Sanitary Sewer? ❑ Yes D No
Was Sewer connected before 2/1 /90? ❑ Yes No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition r i f r p ildings?
OYes ❑No TUKWI a
No. of Spaces x 1.0 = J { z
If Multi-family, will units be sold individually? O Yes ❑ No 2 6
If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No j / (
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shal e sub ect [ a i y harge.
The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer
equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future
bfllings can be prepaid at a dlscounted amount.
Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-477-5533.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and
any deviation will require resubmission of rrecte ata f determination of a revised capacity charge.
Signature of Owner/Representative Date P E7 2d/,
Print Name of Owner/Representative "'
1057 (Rev. 10/14) White — King Cou Yellow — Local Sewer Agen y Pink — Sewer Customer ,:o:M
� s
�
/ �„� �] BULLETIN A2
�" 1 � TYPE C PERMIT FEE ESTIMATE
�����. PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW maY adiust estimated fees
PROJECT NAME � c� A k ��oi� e S' /I�' C% PERMIT # �
If you do not provide contractor bids or an engineer's estimate with your permit
application, Public Works will review the cost estimates for reasonableness and may adjust
estimates.
APPLICATION BASE FEE
2. Enter total construction cost for each improvement category:
Mobilization -C��
Erosion prevention 3 ; . .
Water/Sewer/Surface Water �O v � `` "
RoacUParking/Access �-E�"-
A. Total Improvements �.7L �� U
3. Calculate improvement-based fees:
B. 2.5% of first $100,000 of A.
C. 2.0% of amount over $100,000, but less than $200,000 of A.
D. 1.5% of amount over $200,000 of A.
4. TOTAL PLAN REVIEW FEE (B+C+D)
5. Enter total excavation volume ?�� cubic yards
Enter total fill volume ,� L`� cubic yards
..
250 (1)
m
$ l � K' � 7 5� (4)
Use the following table to estiinate the grading plan review fee. Use the
C�3f��
GRADING Plan Review Fees
$ �i^ r e� (5)
TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION
(1 +4+5 ) $ � J V s / �
The Plan Review and Approval fees cover T'WO reviews: 1) the first review associated with the submission of the
application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is
attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. R�r•��Vr �.�,
GIT� �F �z UK�4'�+Is...A
Approved 09.25.02
Last Revised 01/15/16
JUN 't 0 2016
PERMIT CENTER
./
BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
�f`�R� '� ��`���°� PW may adjust estimated fees
, , . _ �t•. �: s� x. � — — —
6. Permit Issuance/Inspection Fee (B+C+D)
�
$ /�� :�', 75— c6�
7. Pavement Mitigation Fee � `�— i�)
The pavement mitigation fee compensates the City for the reduced life span due to removal of
roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and
on the condition of the existing pavement. Use the following table and �ulletin IB to estimate
the pavement miti ation fee.
Approx. Pavement Overlay and
Remaining Years Repair Rate
20-15 (100%
15 ;10 (75%;
10'-7 (50%)
7'S (33�/0)
5=2 (25°Io)
2' 1 (10%)
� 0-1
(per SF of lane width)
$10.00
$7.50
$5.00
$3.30
$2.50
$1.00
�0.00
8. GRADING Permit Issuance/Inspection Fee $ �� ��� v �g)
Grading Permit Fees are calculated using the following table. Use
the grea:ter of the excavation and fill volumes from Item 5.
�
QUANTITY IN CUBIC RATE
YARDS
50 or less $23.50
51 –100 $37.00
' 101 – 1,000 $37.00 for 151 100 CY
li plus $17.50 for each additional 100 or
i
; fraction thereof.
� 1,001 – 10,000 $194.50 for 1 S' 1000 CY
plus $14.50 for each additional 1,000 or
fraction thereof.
i 10,001 – 100,000 $325.00 for the 15i 10,000 CY
plus $66.00 for each addition�l 1Q,000 or
fraction thereof
; 100,001 or more $919.00 for 1 S` 100,00� CY
� pius $36.50 for each additional 10,000 or
fraction thereof.
�
9. Technology Fee (5% of 6+8)
i
�
Approved 09.25.02
Last Revised 01/15/16
2
$ � , � / (9)
m
BULLETIN A2
TYPE C PERMIT FEE EST{MATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLiCATION
PW ma y adjust estimated fees
10. TOTAL OTHER PERMITS
A. Water Meter - Deduct ($25)
B. Flood Control Zone ($52.50 - includes Technology Fee) .
C. Water Meter - Permanent'k W/����.p ��; � U�"
D. Water Meter - Water only*
E. Water Meter - Temporary=r
� Refer to the Water Meter Fees in Bulletin A 1 v
O U
Total A through E $ �i � �� ' (9)
I 1. ADDITIONAL FEES �
A. All�entown Water (Ordinance 1-�7 ) �'��� � �'� � � � � �
B. Allentown Sewer (Ordinance-1-77- Zi? ������ ` � '� '
C. Ryan Hil( Water (Ordinance 177 $
D. Allentown/Foster Pt Water (Ord 2177) $
E. Allentown/Foster Pt Sewer (Ord 2177) $
F. Special Connection (TMC Title 14) $
G. Duwamish $
H. Transportation Mitigation $� �'/ ��, �:�—
I. Other Fees $ �
Total A through I $ � ���� �,(10)
� �
llUE WH�N PERNIIT IS ISSUED (6+7+8+9+10+11) $ .3 O.y ��� /�
ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE
This fee includes two inspection visits per required inspection. Additional inspections (visits)
attributable to the Permittee's action or inaction shall be charged $60.00 per inspection.
Size
(inches)
✓ 0.75
1'
1.5
2
3;
4'
6
Approved 09.25.02
Last Revised 01/15/16
WATER METER FEE
Permanent and Water Onl Meters
Installation Cascade Water Alliance
RCFC
U1.01.2016 - 12.31.2016
�/ $625 � $6005
$1125 $15,012.50
$2425 $30,025
$2825 $48,040
$4425 $96,080
$7825 $150,125
$12525 $300,250
Tem orar Meter
0.75" $300
2.5" $],500
3
Total Fee
$6630
$16,137.50
$32,450
$50,865
$ ] 00,505
$157,950
$312,775
�/�-�
DOAK HOMES INC
W�h���tort St�te L��p�rtar�e�t �
��b�� � ���u�������
DOAK HOMES INC
Owner or tradesperson
Principals
DOAK, DARRYL E SR, PRESIDENT
DOAK, ESTRELLA M, VICE PRESIDENT
Doing business as
DOAK HOMES INC
WA UBI No.
601 329 337
License
Hame Espanol Cozitact
Safety & Health Claims & Insurance
11812 26TH AVE SW
SEATTLE, WA 98146
206-246-6587
KING County
Business type
Corporation
Governing persons
DARRYL
EUGENE
DOAK SR
ESTRELLA M DOAK;
Page 1 of 3
Cearch L&I
A-.7., Index
Workplace Rights
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
...........................................................................
Meets current requirements.
License specialties
GENERAL
License no.
DOAKHI*092NZ
Effective — expiration
08/09/1991— 08/13/2017
Bond
................
CBIC
Bond account no.
SC9910
$12,000.00
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 3/7/2017
DOAK HOMES INC
Received by L&I
08/01/2001
Insurance
..............................
Developers Surety 8 Indem Co
Policy na.
BIS00022982-01
Received by L&I
08105/2016
Insurance history
Savings
.........................
(in lieu of bond)
Received by L&I
07/0712003
Release date
N/A
Savings account ID
Effective date
08101/2001
Expiration date
Until Canceled
$1,000,000.00
Effective date
08J26/2015
Expiration date
08/26/2017
$12,000.00
Effective date
07/07/2003
Impaired date
N/A
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
Page 2 of 3
L&I Tax debts
... ... .. .. ... ...........
No LSI tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
........................................................
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
This company has multiple workers' comp accounts.
Active accounts
L&I Account ID Account is current.
582,430-02
.................................
Doing business as
DOAK HOMES INC
Estimated workers reported
Quarter 4 of Year 2016 "0" Workers
L&1 account representative
70 / KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@Ini.wa.gov
Track this contractor ' ;.
Workplace safety and health
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 3/7/2017
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1.��TERP�L F�4RTN f'R�55URE. BhGKPILL M�'T�RIA� SHP�LL. BE
GLE�N� PERt"f�81-� P�ND � O� ORGr4T�lIG Mf4i"ERIP�L.S•
3. INSTf�I.L 4" DIAM. PVG PER�OR�4'1ED PERIMEf�R�
DRF�iNS ip5 REQUIR�tJ � BY 5i[E GC�JNDII'IONS) 1N 1 GU. �l". OF
I�R�1h1 GRA�VEL P�R LIh1EA1. �ODT� ftND PROVII7E�
SEPhi�ve.TE DDY`8�15PUUT P�ND 5�A1.ED SUR��G� DR+�INaCaE
P�ND/OR. R�i'�l�l'1'101�i �5 R�QUIREI7 BY LOGP�L. GODFS.�
�. �,a,,Vp��p aG71L TO BE STDGKPIl..ED OK 5ii� U.N.O. Y`V
1C%' MftiX. NC�T A�I�D 1/1 H i0 V SLOP�.�
r.+. ...... � ,.... _.._ . �
1. Gq�ITER A�LI� P05T PO�TINGS UNLE55 htOTF11,s.NT�
pFZCNID� 1" P4(N"fH9 i°`�T 51.�85 QR S" PLINTHS AT �XPC�5�t7
�R7H .{6" I� POST 15 P'F�E55UR� TRE.�'T�D}. PROViI� 6" .
MIN. �ROM 51LL; PLA'7E5 TD �INlSHED �RJ�I)�. Df�NtP-f'P.UC)F
�OUNDf�.TiCm1 WAL1-5 7H,�T RETf4M �RTH AN17 �hlGLDSE
R T
H,�4BIl'/tBl� 5i'�G�. . U5� 2 GOATS ,PSPHP�L.T{G �MU451�t1 TO
7HE EX'fEi�lOfZ O�r 7FiE WP�LL.
G. R�fNF4RGiNG
1. INSTPd:1. tzElhIFORGING PER ,�.G.I. STfi�NDA�RD PRP�G'i�G�.
fi�
SPLIC.� GORN�!'� 1�1�iD GONi'l11UOU5 B,4P5�YVITH f4 MIN. O� �O
B,4R DI�ME'[Ei�• MiN{MUM 6A�R GONG GOVER: EXP05UR�
TO V�A'(NER 2", TO E�RTH 3". TO O7H�R 1".
�, ���3�,p ,4tJGHOR HOLTS H MII�IIMUM O� '7" U.N.O.. PLP�GE
Wl'THihl 12" OF �DS.
3. N�W FO�'C1NG5 SHA�LL NOT IMP05� "UNDE5IGNED��
lAADS Ohi NElN OR �5C1571NG BftiSENf�PIT CiR R�TA(NING
WP�i_L5. _ . _ _._�._. _. �._.. ----- - ... -__
D. LtJMBER ,�N17 FR,�MING
1. �RA�MING LUMBER: Kt�. TO 1q�3o MO{STURE G�hIT�NT,
CaR,�flED P�R STD. C�t'��1NG RULES I'F�Z W.G.k..I.B. 012
W.W.P.A�. ?5 A�PPUG,4BLE. GF.l�D� liND 51'�GlES P�R
FR/�MING P1..P�15, GE�E�PP�L NUi'E5 P�ND "DESIGi�t LDP�D
GHART'.
a. 51U.. PLP�'T�S, D�GK 5UB-STRUG'NRFS, PD�''�'T5 f�b
BEr�MS EXF'05�G i0 l^tEA'MER �+Nfl A�NY WDOD M CANThG7
WITN GONGRE�E 5NPd,.L BE F'RE55UI�E TR�4TED WITH �M '
P�PF'RO�/Et7 PR�ERYATII/�. GOUIMN5 P�ND P05T5 5Hf�Ll..
BE �RA�M�D TD 'TKi1E �ND BEP�RINC� WI7H A�DEQU1�l'E
�ttyGF}pR5 l�i TOP �ND BOTrOM T� �VO1D UPLiFT f+ND
Dl5Pl.ftiG�M�N'f. f'RQv1DE �-�`'1��'• ��'pORT POR BE�MS,
REQUIf?�t7 UNTiL��4L PERMO�NI EriT GC7�IN�-'CG'�C7N5�AND G�5
9TIFF�NERS � IN57p,L1.ED.
3, pRpVIpE h MINIMUM .IOfST B�RING OF 'f 1/2" ON
WOOD. 3" ON GOKGREiE.
�}. MULTI 2X BU14T-i1P BE�MS SHhLL BE SPIKED
TOGETH�R. UNI�'a5 NDi�D, t�5� 1dd N?�lLS � 12" d.G.
5TP�G6�RED.
5. SULID BLOGK W/ 2X � MiDP�1NT O� 57UD5 OVER 10
�EET, BELOW BF�R�NG PARTITlON9 1'ERP�NDIGUL?�R TO
ET
J01575 f�J�iD R�4Fi�R5 � SUPPOR75 �.. _ ._ _.�- -- -
6, }NDOD F_N'T'�RIidG CANGRET'� OR MA5C7NRY 5N�°�LL. '
Hl�V� 1/2 N�'T PJRSPAGE f4T `t'C7P, 51DFa AND END.
'1: DOUBI.E .1015T5 UhiDEf2 P�RA1.L� B�A,RING �
F'A�RTI'T10N5 }kND UND�FZ WiNf70W GWPPL�S P�T .
G,tkNTILE;�/E12ED FLODR 5EGi1QN5.
8. �fR�►�'oP �,4ND Dw�FTSTOP 7a cuT oF� Pd..L
GONG� HCJRIZONT,4l. P�ND 1/�R7lC.P�L, C7PEty1NG5 ')�4T�
GEILING �ND ��R �-��5, �L��R TO ,4TT1G, �T 10'
It�I7ERVRL� HORIZONTP�1.. BEHIND WA�-l- FURI�INC�. �.T TUP,
F3p-tTOM ,4t�ID 51D�5 OF 57f�IR5, WITH 2" NOMINAi. LUMBER.
q. G1..U-L�AM E3F.J'�M5 5H?d_I.. BE+�R ,h.1.T.G. IN5PCG710N
ST�rMP At�ll7 5Na1..1� BE "ARGHI7EGTURf}I.. ,�PP�NG�,�
�GRAdaE WN�R� EXi'05ED TO VI�J^I. �
�, 1•+1ET,4L GOT+iNEGTC�RS
1. � MEfAL CANPIEGTC3R5 SHfkLL. BE "51MP5C)N" dR P�N
p,p{�Ft,p�/ED EQUIYAL.hT1T.
2. �RJ�ME N,4141NG SHP�L. GONtPLY WiTH !BG R602.J.f 1) (2I
UNLF55 Nt�D C7MERWI3E ON �R�M1NG PI.P�NS C?R .
5hl�RJ^iP�LI- SGH�L.�. pL.L NAILS 5Hf4l..l. BE CAMMOT�i
wIRE NAdtS U.N.O.
3. U5E GUT YV�5HER5 P�T BOLTED GGNN�G710N5.
GQNhEEGTC7R5 �XP05ED TO WEA�TH�R. 5N1�1.L BE
G�I..V.4NIZ.�1� OR Hf4VE APPRUVED GDA71h1G. ROOFINC�r
5�p,� �3� �,a,�-(�y�p y�1�1'M GORROSION-R�15TP�NT
F�57ENER5. '
4. 7R�'T'�]7 WC)OD R�QUIRES 'iH� U5E UF 57AJNL�SS 574.. .
51MP50N ZMAJC OR =, OR HOT-D1PP�D G�l.V/�NIZED
FASTENERS. CANI�GTURS f4ND A�NGN�RS.
�. PLYYVC�Oi� �ND I�IAPHi�►C-�M N�ILING
1. A�LI. PI�YWOOD �OR 5't'RUG`NRP�!_ U5F5 SN�L.L
C,C7t�iFORM ,4ND BEA�R ,� GR1+�DING ST�Mf' OF 7H�
p�M�t�dGA�t pLYy�ippD p55QGi?."f10N (�PP� µND NA�i� P�R
1�3G b02.�J.fU,f�J. .
2. PROVID� DIr4PHRJ�GM Sia�ATFEING �117 Nf41L.IhtG ,4,5
FOL� UNl..�SS htDiED �N PL�kNS: �LOOf :�H�Ti-11NG
5H/�L. B� TQG 3/4." G-D-EXT-APh P1.YYyO�p WI7H EXi'.
GLUE, P.1. 32/16, GLUE T4 JC�15T51�i`ii7 Na4L WI7H 1dd � 6"
O/G F.�7GE5, 10d � 10" 4%G PIELD. .
jZC>OF 5N�}4'MINC-� 5HPd:L BE 15/32" GD-Ih!'f-HPh PLYY�IDDD
yVf'f1-I EXTERIOR C�LUE, P.I. 24/O, NA�IL 8d � 6" D/G EDbES,
Sd � 12" O/G �IEE.D 1N�.L� SHAI-�- BE '7/16" O�aB �Td17 Nf�IL
Wiil-i 8d N�41L5 �T 6" C�.G. PANEL EDGES ,4ND 12" O.G. FIELE7. .
G. VENTIL.�7f4N ,�NL7 �GGESS .
1. V�N'f'{L4i'� GRP�W� SPfrGES P�N1a OVEfZHAhfGING
FLUOR9 WITH SGREEt�t�D OPETt1NCy5 NDT l�5 TI-fP�N 1.5Gt.
FT.(NET �t�) �Ul� F..�GH 150 5Q: P"r. OF UNDER FL.G>4R
,�4R,E,t4. D15TR1BlJ'i'� 4P�htINGS A�PI'RDXIMf4'fELY �QURI.
,d,!„puG -f'�IE L„E�iG'CH OF ,�T LE�'T i1^EO c?PP051'T� 5117E5
,�ND ON� C�P�Ci`IING SHP,LL BE WiTWIN 3 F�'F' Ot� EVERY
GORNER. GG�I/�R W(TH 1/8 GORt�051t�1 RE515T�NT WIRE
„
ME5Fi AT GR�hWL SP?�C.E OPEhtING5.
2, yET(TIL,p�'1"E A�TTIG 5P+°�G�5 Wi7N GRCx.,S Y�Tli11.�TlON
�au� ro v»o-r�+ o� �+� �rr�c ,�r�lr��r ��). �acc��r
THE A�R� M:4Y BE 1/3aD7H, PRc7VIDED ,�7 L.EAST AO% P�NI7
NO MOf� THhl�t 5096 O� TH� REdUIRED YENT A�iZF�.15
W17EEM 8' Fi'. OF E,hVES Wl'TH TN� f¢EMAINDER OF 7HE
�auisz� v�r a�� ir� -n-�� �v�.
3. Pi�'.OVIDE 1�i�t A�GGi�51B1� �4TI'IG /�C.GF55 P?�hIEL, 22" X
3D" MM(MUM INkTN ,4 GLE4R H�IGHT C7� 30", IN5U1�'T� f4N17
YN�"fl-i�tZ-5'1T�lP. �
$. PRON{L7� 18" X 2�F" P�C.G�55 THt2C�11C H THE, FLOOR �R
1b" X 24" 'fNRGUGN THE YVf'd-i. TD UND�R �LOOR �4R�45•
H. 5R��TY C-�L�4ZlNG .
1; 'TEMp�R�l7 SP��E7Y GL.A�55 5Hf�l. BE I1J5T,4l,.L�D �N
Hp,7�,RI�0U5 LOG,4TION5,.{NGWI�ING faR�S Thi�4T ftiRE
5U6JEGT TO HUMP�hi IMP�GT. GLPZINC� IN DOORS. GL?ZING
Wl'i'HIN !� 2�F" A�RG OF GL05EL7 DOQR, GL�7.�D P�REAS > q
5GL FT. WHEN LE55 TH,at�t 18" ,4BC7VE PLOOR OR W1kl..K1NG
SURFP�GE WyD GU�4RI�5 ,4hlD R�41LlhlG5 /+�5.p�iGRIBED lN
�RG f�308.•4. 51+�FET`( C�1�4Z1NG 15 R�QUI�P TO BE °
PERM,ht�1EN�Y M�4RIG�D P�R IRG R308.1.
I. EL GTRIG�4L.
1, E�EGTRIGPI.. GONTRAGTOR SHALL �V�4WA'fE ,4ND
I7E'fERMM� ,4DEQUAGY C�� EXISTiNG frt�tD Pi�OP��D
�L.�G7RIG,�1.. SERVIGE AND F'ROVIDE f�QUIR�D GRUJ{75
AND P�MPERAC�E PER N.E.G., 5Tl�'i'E ftiND LUGPd.. �TI�RGY
GODES, A�ND MP�i�iUF,�GTURER'5 SP�GIFIG,hTit7ht5 �Di�
PROP05ED PRODUGTS. 14PPLIaNGES �hlD �QUiPMEN"f.
SEP�TE PERNtIT REQUIR�f�.
.1. MEGH,i4NIG�1..
1. Nl�RM ,�k1R �URN,�4GE OR GA5 H.fN. SHAU.. ND'f' BE
INSTAL�ED �NDER STAdRS P�ND.SHAl.L HAVE PR�C?t'�R
YEhi'f5 pJVD DIREGT OUialDE CAMBUSTIC�t AlR.
2. G�5 A�PPLlWttGES.IN GP�RA�GE 5HI4LL 6� t�hl ,l4 16" HIC�H
P1.P�TFORM.
3. 1�1R DUG1'S P�IV�Ii�.IIKG G,�RftiC7E TO HC7US�
gEp,e�R�tTlON 5H1�L BE �6 GaIJG� MINIMUM �7R SNfkLI- HP�V�
A�PPROVEP 17AMPERS•
4. DUG'fIN6 SHP�L.L�MEET U.M.G. 5Ta1VD,4RD5 P�ND •
5Y5't'�M5 �4RE TO BE i3f�1-P�NG�D• GDNTR�GTOR SHpI.L
PROVlDE MEGH,4NIGPJr DUG'ffNG Dl,gCtil�l��/5H4P
I�RA�WINGS, EQUIPM�TIT SWNG, H�hT LA55 GP�L.GULf�TIONS
f4ND 1r1ah1U�ftG7URER'�✓ D�TA ON EQIJIPMENT E�FIGIFJ`iGY
�oR �cr+�crs �vi�rv.
5. 8,4TNRG�DMS. LaP�iJNDRY RUOMS, kITGHEhlS P�ND 5P?�
�ppj„�g g,�.�p,t,t„ Hp,YE 1r1EGHANIGA�i.. EXF4AU57 N RIGID
DUG?1htG TO EX'f'ERIDR. !^itTN 14 B,4GKDRI�FT L7,4MP�R,
G,�PP�BL.E OF 5 P�IR GH�h1GEa f'�R HOUR.
k. P1.UMBING
1. P4Uh�tBING CANi'RP�GTC3R SH�LL 51ZE ALL LINES ,4NI�
V�1T5 P��2 U.P.G.
2. NOT YVP�iER TANKS SHA�L!_ B� SIZFI7 BY INt�U57RY
5'iP�NDf�RDS FO(2 PROPC�ED U5E P�tD BE 1.,�dE1.�D Nl�G�h
,aPl'ROYa7_-- _ ._____---- ... _ _ —
IVo changes shail be made to thp sC�pP
of 4�Jorlc without prior approval of
TuEc�vila Building Div�seon. �
f��T�: ��visions wiil require a n2w pian submittal
wn�l nay inc,ud� additsonaf pian r�v�ew fe�s.
9. �LOW F�.P�TES TO GOMPLY WI7N V`i+'+G 5i-�46 SEGTI01�
q�0�,0 TOILEi�; 9.6 GP�fM�Cj, 5NOW�RS: 2.5 GPM(MAJC),
LhVP�TOR1�5/FPdJGEi: 2.� GPM(M�tX}. �
3. PRCNIDE 5�15MIG S'TRAPS ,�ND Pi�E55UR� R.�E-fE� .
VPd..VES (PLUMBED 't'O OEJ'TSIDE) hT HOT W,4TEfiZ.T,4NK5:
5�P,4R,47E P�RMiT REQUIR.ED: •
!� Ni015TURE G4NTRC7L
1. SHOYVEfZS SH,aL.L H,�V� ,4 NON-,+4B50RBENT SUR�P�GE
TO P� HEiGH7 O� 6'-O" P�BC7VE �LOOtZ.
2. PRC7VIDE WA�i'ERPFtGO� i30ARD GyR GLh55 MESH
MQR'�P�R 11N175 BEh111VD 'ill.� ftiT SHOY`1�R SURR.OUNDS- 71L�
SHOY�RS YVITH � SkT�-BUILT P�4hl 51;P�LL. BE �ILL�D �rt�tD
L.�PdG, TESi'ED POR•12 HOURS. i'ROVID� MILD�YV R�515TpNT
G,�iJLK A�T f�LL 71LE P�GGE55C�RI�S. . .
M. s,�-rH s�FE-rr
1. HfNGED SH�IN�R DOdRS 5H,4LL OPEhI OUiYVA�RT� ?�ND
ENGL05UR�5 5NP�LL t3E �i1U.Y'fEMP�f2�D OR L�+t�i{NA,7�C)
SP��EIY GL�P55, MINIMUM THfGKl�E55 = 1/8" TEMi'�i2�Si. 1/4"
L4h�tINIiT�D.
2. �LOOlZ Tll� Pci SHOWERS A�ID V�T AR��45 SH�L.L BE
5KiD-RF..515T�4NT.' � '
3. PROVIDE SEGURE BLOGKING FOFt ,�4LL Gi.A+B Bt4R5
PER PL:AN, GP�P�4B�LE �� SUPPORi1NG � 30a� IMPaGT
LOP�D. �
N. 'iiZU55E5
1. PR�-F�4BF:IG,°.'f�J7 TRIJ55E5 5H,41�.. B� t7F51G)d�[? BY ,4
NIPSHIt�IbT�ht 5Th'i'E LIG�lSEP 5l"RUG'fUR�AIr QrlG�fitEEi� �id�
R
!N A�GGORD�hIG� Wf7N TH� PL�i R�QUIR�M�NNTS. SUBMIT
GOMPl.E7E SHOP DRf4VVINGS Y'UTH �TlGihIEER'S SFAJ.: �OR
A�PPROV,4i.. PWUR T� P}4BRIG�TIC?N. TRU55E5 MUST E3E
57AMPEi7 6Y frN P�PPROV�D N1,4NUF,+�G'NR�R �R BY � �
QUP�Lt'iY GONTROL. hG�TIGY SUGH ,a5 W�uH1NGTc�i�t WOOD
l"FZIj�`a PA1�3WG,4TG�l75 GAUNGIL.
2. GON'TFU4GTOR SH�L.L V�RI�Y �GT 5PP�1�t5 PRIOR TO
�P�RIG,4T1aN. �
3. /�PPRC)1/�D NANG�RS MU5'i B� USF.D �4T P�LL
CANN�GTIOAlS OF R�4FiER5, .7f{GKS, OR H lP i1�U55E5 TO R
M?�ihl GIRDER 'fREJ55. FSDN-BEhRfNG PAR'fl'ft4N5 BELOW
TRU55�5. SHRL.i. BE 5�P,4i�RiED FRDiri 'T't�U55 WIT�I
StMP�C?N 5TG FPSi�NERS.
4. 7f"�U55E5.SH�4LL. B� BR�G�D TO f'REVENT RdT,a.TION
A�hiD F'RC�/iDE L.?�TERP� STABILITY IW�iD IN5T,4l..L.ED I�1
AGc",ORDP�NGE Wli'H, THE INDNlDUP�L TRU55 1�E,5 1 G N
PROVIDED BY THE M,4f�lUFAG'iVR�R. �
O. SKYLIGHTS
1. GL.�+4ZING SHAd..L BE M5t1l..AT�D, i�JLLY TEMPERE37,
�pJ�tlN,�CiEi> Gi,.,-055 1^il'il�i MIK. .015" POL1'�thYL �3U'M�1- . .
fN7ER LhY�R.
2. PRCNID� 1� MINIMUM �F" GUF2B, FLA5NEL? hND G�JKiER
pLE45F}ED hT TOP P�1�lLi BOTTCJM �i�it� STEP �L/+5N 51DE5.
TH� UN1T 5H,4LL H,hVE �t CANi7Eht5;�T10N GU7TEt� .47 THE
LCJI^t�R �ID. IN57,4L1_ PEf? M/+�NUFAG'NR.�R'�a Ihl5'iPUGTIONS,
�INISH �;Ni7 �Ll�f�E YVELL TO GEILING PER Pl1�t5.
P. EMERC�ENGY �GR�55
1. �VERY 5L�!'ING t�DOM hNi� BASENtENT.SN,+�L!_ HaVE
ONE OPENP�BLE EMERGENGY ESGf�i'� f�N17 R�SGUE
t7PENihIG. TH� �PEr11NG 5H,41.L. H�41/� � M,�CINtUM 51LL
HEIGHT C7F 44" RBOVE TFiE FL�OR. ,4 NET GL.F.P�R OP�NING
pp 5."f SC�, �i'., P� MIFIIi�fUM Gl.�R HE{GHT D� 24", P� MiNIMUM
GL.�R WI17'iH OF 20" f4ND 5N,4LL. BE OP�I�BLE �M TN�
IN51DE WI'�HOU7 5f'EGL�L. TOOLS OR iC�YS. C�Rf4i�� �LOOR
OP�Tl1NG*.� MhY NPtVE r� htET GLEr4R MINIMUM OP�NING � 5
5Q. �7. '
Q. SMOKFJG,4RE3C)N MON�XfI7� ,�LA►R1�AS
1. SMOIG� P�L�RM5 SHai..L 6E NiC�{1NTED M F�GN SLE�PIhIG
ROOM ,4ND 5H,4LL BE MUUN'f'ED Ul�! THE GEILING �R Wf�LL
OUTSiDE �GH SEPI�Rf4i"� 9l�P1HG AR�4 IN TNE GENER,4L
vicn�rrr o� -n-�� s�t�oor�ts. . ir� vrvEu.�u�5 wm�+ r�otz�
T}-Ipd�i ONE 5TC�RY OR WITH +� BA5EMQIT ,hPlDJQR
HP�BIT,�L.E +°�TTIG, A SMOKE �RM SN,4l-1- BE 1hi8T,hl.-L�17
pi•t F�4GH 5TaRY ,4hlD Ihl TNE BPS�t"t�h1'T. iN 5P1.17 l..�VEL
5'T'RUGTUR�, PR4'�11DE 5MCa1cE ,4L,�4Rh'�5 4N UPi'ER LEYEI.-.
UhlL�55 SI�PING RQOMS �RE LOG,+�'fED ON 'iN� LOW�R
LEVEL, 7HEN SMDiC� �L�RMS aRE f�G2f11RED C?r! Bt�'1"H
L.EV�L.S. AL�.. SMOK� P�LftRMS 5N,4l.L BE �lJi71B1�E Iht
BF..pRC701�t5. �
2. SMOK� A�LA�RMS SHftL:1. BE DIREGT WIR�� TO
BUILDING t'OYV�R iN hiEYV GONSTRUG710A1 WtTHOUT h '
D15CC?NhIEGT 5WI7GH UTHER. TH,4N �OR ���T
pRQ1'�GTION AND MUST H�VE 8,�7'TERY i3P�GK-UP. Pd-L
07HER5 Mp.Y i3� BA�'i'T�RY Of'ER�'fED. �.
3. WHEhI MORE 7H,4N C�JE ,4L.A�RM i5 REQUIR�U, TH�Y MUST
U
BE INT�RGOhkN�GTE17 A�ND ONE P�L,4RM WILL AGTNh7E ,�I..l:.
4. �OR ht�W GONSiRlJGTION �4 Gf�RBDN MC7H4X!!3� ,4lr4RM
9}�ir4LL. BE IN5T,4L.LED OUi'S117E EAGN S�P�Rp."fE 5}..�PING
h�R�.
R. S�GURI7Y �
i. PRU�IIDE SEGURI'1'Y ,+�T Q�i"R�hIGE ,�ND GAR�GE "
Q
7 ST,�lR.S ,hNi7 GU,�RDfZ�41L5
1. PROVIDE P� �7��Y YVIDiH OF 3b" MIN1NtUM, RISER �
HEIGHT OF 'f-J/4" 41,�JQ1rtUM, MINIMUM 7R�4D L�NG'�H OF 10"
,4NL7 1� 3/8" M,�XIM�JM V,4iZlr4'f70H. h N051h1G OF NDT LE55
't'f-I,dd�f �" OT2 MORE 'TN/kl`l 1-1/4" 15 R�GttJIF'�D C�N 57,�1RWlkYS
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R-S.
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q. PR�/fDE 25 GPM. FLOYV RESiRiGTORS AT SHOWERS.
10. YVP�TER H�h'1� AND H�l"!NG EQUIPMENT 5FiP1..L
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12 Hvp,G ����T 5}{f�d,.L. BE SfZF_D TO P� MINIMUM OF
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; ; C7hBL.E ENDS �N2� WIP MA�a'TERS
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PROVIDE ,4LL THRE� �° � (N�lL T4 C3PP051't'E 51DE OF WEB) `•;
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CITY OF TUKWVIL�
J��� � � 201� .
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EDGE NNLS
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DIAPHR/�Ghi P�R
srnucr �or�s
NAILS PEf� SW �
5Cl-IED WALL
B/�SE PtATE
CONNECiI�N
SkIEARWAI.L & iiC1LDOWN NOTES (U.NA.)•:
('ij Simpson or equal. L.acate at end of shearwall u.n.o. lnstall
per manufacturer �ecommendations forfaundation minimum end
distance and embedmen#, deepen foundatian as required.
{2) Construct crippie wall same as sheatwall (SVIlj above, and
gable-end same as shearwall (SVII) belo�v. �
(3) Requires 3x or (2) 2x foundatian siil plate
(4) 7hreadad rod and coupler as requirc�f.
(5) Common nails, UNO: 8d=0.131"x2f'",10d=0.149"x3",
12d=0.148"x3'/<", 96d=0.9fi2"x3'h",16d sinker=0.148"x3Y".
(6j Insta{i H1's on all trusses/�afters, A35's at 24"a/c an gables &
rim Joist (or sbl(d bikg) to tap piate (sill plate at fdn) u.n.a.; When
specifted spacing ts less than 24"olc, insEafl A35's at roaf solid
bik ing to SW tap pfate, and instail W1 or H2.5 on aU
trusseslrafters. LTP4, LTP5 or LS50 car+ be substitutsd for A35.
Conn. per Simpson Strong-Tie or equal.
(7) Mfnimum 3x or dbI-2x stud lam'd w! (2)-16d @ 6" o% at
abutting panel edges. �
{8) Anchor bolts shall be embedded at least 7" into concrete;
there shall 6e a minimum of two b�its per piece with one bolt
located nvt more than 12" ar less than seven bolt diameters from
each snd of the piece. 2x min PT, u.n.o.
8 All sheathin ust be Structural ! sheathin U.N.O.
HOLDO�N SCHEDUL.E � °bt�; �.� i� ~ � �
U �. �
MARK HOLDOWN / FASi'ENERS TO FOUNbATtOiV COMMENTS
SiRAP 1 (2)-STUDS MIN U.N.O. ANCHOR (1ji4j
T 1 STHDB/8RJ .�� -16d N/A
SHE�IR�ALL. SCHEDULE °�`e:
Job #:
SHFJ�THlNG - APPLY TO SHEATHING EDGE NAILS "(Sy ROOF TO 70P PLATE,
MARK BASE PLATE SILL PLATE ANCMORS w/
•(2} 2x HF S'iURS @ 16"olc AtL EDGES BLOCKED ., F1.00R TO TO�' PLA'I'� „ ,� ,� .
fVA1LS (5) 3 x 3 x 1/4 WASHERS {8j
U.N.O. ���ow �(9j do notpenetrate astflushj & SILL PLATE �'(8 �
SW-1 71'i6" OSB 8d @ 6" p/C (i2" o/C field) 16d @ 4" 0% A35 @ 12 " o/C •� 5/8"PJx10" AB'S @ 16 " oIC
SW-2 7/16" OSB �`(7) 8d @ 3" a/c (12" olc fie(d} 16d @ 9" o/c A35 @ 24 " o/c , 5t8"0x1 Q" A6's @ 60 " o%
0
RQQF DlAPRHAGM
SOUD BLf�G PER S�{tUCT PlOTES
EDGE NAlLS
r /�.7� PER
sw sc�cE�
DOUBL�-SI33EU SH�ARWALL5,
� IiUiEiut7ti SHEARWALLSr &
E�'Ei�tOR 5HEARWAI.L5 EXiERIOR SHEAFtVYALlS @ CANTii.�Y�RS
� SHEARUVALL FLOC�R �R�C�F GABLES} CONNECiIONS, TYP
N.i.S.
� WALL BA5E P�A►TE � f' WFiLL
CQNNEC7i0N DIFIPNIIL�GM PER
/— WALi. P�R SW SCHED —�,,` STRUCE NOTES
�' ���a�ta�s nER rc�r�����cc —� APlC�i0ft5 PER
SW SC}•IED �pG� �AIIS 5UV SC(�ED
�� �; -- Zx SILL U.N.Q. FOUNDA7ION �� �/� Zx S1Ll. U.M.O.
FQUNDAT1aN p�� SW SCW�D P�R SW 5C�tED
' PER PIAN --.. � � .S ^ PER PLAN
,
SIiEAR1�lA1.LS TD FOUNDATIQN SH�ARWALLS TO �LOOR TO FOUNDATIQN
Sl�lB SHEARUUI�LL BASE f�LATE R� FOIJN�ATT(7N C�(�lNFCTIONS. TYP
soua
DLOCKING
wnu
� N2.5 M!N @ ALL
ftQQF M�MBERS
U.N.O. @
s����n�w���s
51�lEAttWAl.L w( TitU5S 4it RA�1'�R �EARit�G �
,�
SW� S}-IEARWALL ROOF CONi�ECTiONS. TYP
r LS54 ��
SI }EJ1fiYMF1�L7
� PER SCHED
T 11� @
5NI�RWALLS
= L550 @ �
SHF.l�RWALlS
PER SCHED
r �z.s n nu
ROOF MEP98�R5
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�'EFiMIT CENTER
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4� ; INE.4NUER50N REGISTERED ARGHI7EGT
� I�hYTaN 57. �6 EDMONDS, W�4. 98020
{q.25) '1'T6-6'766 'I'�LEPHONFJFAJf
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� INTAJc� VEhIT MP�MUAL raIRFLOIN
ADJU57MENT dAh�iPER
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� �LEG7f20NIG ��,.... 24 MR TIMER WITH .
ON - QrF SWITGH
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RECElVED �
C1TY OF TUKWILA '
i
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t
�ERMIT CENTER 1
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. G�45 FURNAGE� r� . c�Jp�,�.�, �� • . CI ,�/���
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FURNAGE fti1R ,.,..,.....,.,,,.,,.,.,.,,. ...._., ���,r JI j �'"'�" jn ` �� �
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. ��� � ����,���� GATHERIHE aNDER�anN R�GI57�R� ARGHI'I�GT
. �90 I7f4Y'ION 5i.��b �GMOTJi�S. WA. a0020
. . , ��a��"'� � (425) 'T76-6'76b TEL�f'HON�,+4X
FURNAGE INTEGRA�TED WMOLE HOUSE VENTIL,4TIQN 5Y5`iEM �
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tf�K # � 51Z,E �YPE A�RE,h ,�U�� ��UR�� NOTES
,a► 1 � 2/OX3/O 5H 6.00 O.�O 1.80 Obscure
B 2 5/OX4/O 51dg�_ 40.00 _ 0.30 _ 12.00
G 1 � 6/OX4/D 51d 24.00 D.�D �.2� E re5� �
D 2 4�OX5/O 5H 40.00 0.3D 12.00 EgresS
E 1 2/pX2/D Fixed 3.15 D.�D D.aS Round .
F 1 I r�/OX6/10 Pat(o T 41.00 0.30 � 12.�0 T5G
G 1 ��iox�io Sld �o.00 . 0.3o a.00
H 3 3/OX3/C? 5H 2?.00 _� 0.30 S.'i0 ��
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SKIZIGBT iJ-FAGTOR
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Alnss �Yall U F,ICTOR
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BEL01Y-GlLW� NAW� U-kACC01t
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a.�r�v
WEATHEI2V
TABLE R402.7.3
BQUIVALENT U•FACTORS"
.� : SaNn'Ma�HE4
Q.30
0.50
o.a26
O.OS6
Q.Q36
O.Q?9
O.Q42
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O.SO
o.oz6
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O.Od4
0.024
O.OA2
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• CiTY OF iUKW11LA
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J�ML5-,4NL7E�50N I?EStGN, P.S.
R�5IDENTuaI..aRGH1TEG7uIZE �
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G,h'MERIhtEANDER50N RECISTEREDARGNI7EGT
930 DAYTON 5'i". ttb �DMONDS, WA. 98C�Z0
(4�5i TIb-bTb& T�L'•�!'HONE/FAX .
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' GRATE: 111.07
IE(N): 109.3Q EX. r_
. i�(�~�): �os.50 NEW , ,,Y
_ ._. ��
EXISi1NG �
� • SSMH NO. 4-50-01 �
uo: �».3s
IE(N): 103.78 l ,
IE(E): 103.88
. E�qSTING 8" PVC SEWER PIP
TO BE REMOVED AND REPLACE
� SAW CUT .;�F'x6' . ASPHALT � �
AND PATCH P�Ft�s�:iT(: STD
� s' FOR NEW SEWER MAIN � fl
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BA5lS OF bEARINGS: PLAT OF ALLENTOYIfiI;
VOLUME 12 OF PLA7S, PAGE 100 ., � ,
ELEVA110N pAiUM: NAW 88 5A1�1 CU i Lit� ALO�
BENCHMARK: INVERT ELEVATION OF 12" DI IN �XTENSI�N OF SPHAI
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