HomeMy WebLinkAboutPermit D15-0020 - SINGH RESIDENCE - LOT 2 SINGLE FAMILY RESIDENCESINGH RESIDENCE
LOT 2
5142 S 172 LN
D15-0020
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.Rov
COMBOSFR PERMIT
Parcel No: 8125200235 Permit Number: D1570020
Address: 5142 S 172ND LN Issue Date: 7/23/2015
Permit Expires On: 1/19/2016
Project Name: SINGH RESIDENCE - LOT 2
Owner:
Name: SSM HOLDINGS LLC
Address: 21619 4TH AVE S , SEATTLE, WA,
98168
Contact Person:
Name: HARRY SINGH Phone: (206) 261-7697
Address: 13409 SE 237 ST, KENT, WA, 98042
Contractor:
Name: AFFIDAVIT - HARRY SINGH Phone:
Address:
License No: Expiration Date:
Lender:
Name: HARRY SINGH
Address: 13409 SE 237 ST, KENT, WA, 98042
DESCRIPTION OF WORK:
CONSTRUCT A NEW 3218 SQ FT SINGLE FAMILY RESIDENCE WITH A 580 SQ FT ATTACHED GARAGE AND A 10 SQ
FT COVERED DECK.
Project Valuation: $424,231.00 Fees Collected: $11,492.53
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: V-B Occupancy per IBC: R-3
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
1
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Volumes: Cut: 90 Fill: 90
Landscape Irrigation:
Sanitary Side Sewer:
Number: 0
Sewer Main Extension:
Storm Drainage:
1
Street Use:
Water Main Extension:
Water Meter:
No
Permit Center Authorized Signature: Ids V�k Dater 1 /,S-
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 permi and agree to the copditions attached to this permit.
Signature: Date:
Print Name:
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:
4: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable
with the following concerns:
1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance
#2436)
2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
5: 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)
6: 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)
7: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435)
3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
10: ***PUBLIC WORKS PERMIT CONDITIONS***
11: 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.
12: 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.
13: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable
service lines be underground.
14: Any material spilled onto any street shall be cleaned up immediately.
15: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off -site or into existing drainage facilities.
16: 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.
17: The Land Altering Permit Fee is based upon an estimated 90 cubic yards of cut and 90 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.
18: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V 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.
19: 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.
20: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site
storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene
pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department.
Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single
discharge pipe downstream of the lowest footing drain.
21: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times.
22: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88.
23: ***BUILDING PERMIT CONDITIONS***
24: 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.
25: 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.
26: 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.
27: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform
strictly with the recommendations given in the soils report. Special inspection is required.
28: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
29: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
30: All wood to remain in placed concrete shall be treated wood.
31: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
32: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
33: 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.
34: 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.
35: 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.
36: 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).
37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
38: 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.
39: 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.
40: ***MECHANICAL PERMIT CONDITIONS***
41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
42: 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.
43: Manufacturers installation instructions shall be available on the job site at the time of inspection.
44: 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.
45: 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.
46: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
47: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
48: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
49: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
50: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
51: 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.
52: 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.
53: 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.
54: 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.
55: 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.
56: 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.
57: 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.
58: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
59: 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
60: Maximum building footprint is 2349 sq. ft. per TMC 18.10.057. My calculations show that house footprint is
2323 sq. ft. which leaves 26 sq. ft. of building footprint left for any future additions or revisions to this
structure.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
5180 BACKFLOW - FIRE
1700 BUILDING FINAL"
0301
CONCRETE SLAB
5000
CURB, ACCESS, SDW
0610
ENERGY EFF CERT
5200
EROSION MEASURES
5210
EROSION MEASURES FNL
1400
FIRE FINAL
0201
FOOTING
0202
FOOTING DRAINS
0200
FOUNDATION WALL
0409
FRAMING
0708
GAS FIREPLACE INSERT
2000
GAS PIPING FINAL
0606
GLAZING
8004
GROUNDWORK
5040
LAND ALTERING
0502
LATH & GYPSUM
0703
MECH EQUIP EFF
1800
MECHANICAL FINAL
0609
PIPE/DUCT INSULATION
1900
PLUMBING FINAL
1600
PUBLIC WORKS FINAL
0401
ROOF SHEATHING
0603
ROOF/CEILING INSUL
9002
ROUGH -IN GAS PIPING
0701
ROUGH -IN MECHANICAL
8005
ROUGH -IN PLUMBING
0602
SLAB/FLOOR INSUL
5090
STORM DRAINAGE
0412
UNDERFLOOR FRAMING
9001
UNDERGROUND
0601
WALL INSULATION
0413
WALL SHEATHING/SHEAR
CITY OF TUKR- .4
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.�_yov
Combination Permit No. _ Q(),240
Project No.:
Date Application Accepted:
Date Application Expires:
(For office use only
COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY
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
J �j ,, King/Co,, Assessor's Tax No.:
Site Address: 5iJ 7 ./� I Z-ZZ A— 7z-tI JI—A L
PROPERTY OWNER
Name:
Address: g� .
�-
City: State: -AZi
CONTACT PERSON — person receiving all project
communication
Name:
Address: `-� o -4-
City: �-. State: y
Phone:49 /v G -4- Fax:
Email:Al 1q_ i 1J 4 tit a 6'A N e'
GENERAL CONTRACTOR INFORMATION
Company Name:
Address:
City:
State: Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
ARCHITECT OF RECORD
Company Name:
G W ,
Architect Name: ,
O Z L•
Address: h
City:
State: Zi .
Phone:
5F •
Email:
ENGINEER OF RECORD
Company Name:
r-
Engineer Name:
Address: 2-1
g T�l JkU _E E
City:
-c>
State: Zip:
8
Phone:
fA 2. _
Fax:
Q I
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27,095)
Name:
Address:
City: State: Zip:
H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-I Ldocx
Revised: August 2011 Page 1 of 4
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PROJECT INFORMATION —
Valuation of project (contractor's bid pi
Scope of work (please provide detailed
DETAILED BUILDING INFORAMTION —
PROJECT FLOOR AREAS
PROPOSED SQUARE
FOOTAGE
Basement
lst floor
/ 6
2 nd floorU
Garage carport ❑
���
Deck — covered • uncovered ❑
Total square footage
3.
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:
Value of mechanical work $ fuel type:
4 furnace <100k btu Z_ appliance vent
thermostat Z wood/gas stove
(,Za emergency generator other mechanical equipment
PLUMBING: &M
y�
Value of plumbing/gas piping work $ t/
bathtub (or bath/shower combo) bidet
dishwasher I floor drain
lavatory (bathroom sink) _� sink
water heater (gas) lawn sprinkler system
❑ electric
gas
ventilation fan connected to single duct
water heater (electric)
clothes washer
shower
Z' water closet
gas piping outlets
H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx
Revised: August 2011
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Page 2 of 4
17
✓ PUBLIC WORKS PERMIT INFORMI,,;.ION —
Scope of work (please provide detailed information): r6N W r r^ C +0 5— 0fZ
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
WATER DISTRICT
❑ .. Tukwila ❑ ... Water District # 125 &� .. Highline ❑ .. Renton
❑ .. Letter of water availability provided
SEWER DISTRICT
❑ .. Tukwila M/ Valley View ❑... Renton ❑ .. Seattle
❑ .. Sewer use certificate ❑ ...Letter of sewer availability provided
SEPTIC SYSTEM:
❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department
SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY):
❑ .. Civil Plans (Maximum Paper Size — 22" X 34")
❑ .. Technical Information Report (Storm Drainage)
El ...
Geotechnical Report ❑ ...Hold Harmless — (SAO)
❑ .. Bond ❑... Insurance El ... Easement(s)
El ...
Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW)
PROPOSED ACTIVITIES (MARK BOXES THAT APPLY):
❑ .. Right -Of -Way Use - Potential disturbance ❑... Con struction/Excavation/Fill - Right -of -Way ... ❑ -or- Non Right -of -Way.. ❑
❑ .. Total Cut Cubic Yards
❑...
Work In Flood Zone
❑ .. Total Fill Cubic Yards
❑...
Storm Drainage
❑ .. Sanitary Side Sewer El ... Abandon Septic Tank
❑ ..Trench Excavation
❑ .. Cap or Remove Utilities El ... Curb Cut
❑ ..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 Water Meter Size .............. WO #
❑ .. Sewer Main Extension .....................Public ❑ -or - Private
❑
El.. Water Main Extension Public ❑ - or - Private ❑
FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING 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: Day Telephone:
Mailing Address:
City State Zip
WATER METER REFUNDBILLING:
Name: Day Telephone:
Mailing Address:
City State Zip
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Revised: August 2011 Page 3 of 4
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N
PERMIT APPLICATION NOTES — PLICABLE TO ALL PERMITS IN THIS", .1: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 plan review — Applications for which no permit is issued within 180 days following the date of application shall expire
by limitation.
I HEREBY CERTIFY THAT I 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.
PRO
Signa
Print
Maili
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Revised: August 2011 Page 4 of 4
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BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
PROJECT NAME / S'bN & Q� �1 fAr;0 ERMIT # -D
I �Z �. I-) Zhd �Iv
If you do not provide contractor bids or an enginee 's estimate with your permit
application, Public Works will review the cost estimates for reasonableness and may adjust
estimates.
1. APPLICATION BASE FEE 250 (1)
2. Enter total construction cost for each improvement category:
Mobilization b v�
Erosion prevention
Water/Sewer/Surface Water 1 eSd - cr0
Road/Parking/Access -Vt-D
A. Total Improvements 2 ion, 0
3. Calculate improvement -based fees: 5�
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) $ 6 -L (4)
5. Enter total excavation volume 90 cubic yards
Enter total fill volume g!l cubic yards
Use the following table to estimate the grading plan review fee. Use the
greater of the excavation and fill volumes.
QUANTITY IN CUBIC
YARDS
RATE
Up to 50 CY
Free
✓ 51 — 100
$23.50
101 — 1,000
$37.00
1,001 — 10,000
$49.25
10,001 — 100,000
$49.25 for 1 10,000,
PLUS $24.50 for each additional 10,000 or fraction thereof.
100,001 — 200,000
$269.75 for 1 100,000,
PLUS $13.25 for each additional 10,000 or fraction thereof.
200,001 or more
$402.25 for IST 200,000,
PLUS $7.25 for each additional 10,000 or fraction thereof.
GRADING Plan Review Fees
$ 2 3 S" (5)
TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION
(1+4+5) $2l(v
The Plan Review and Approval fees cover TWO 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.
Approved 09.25.02
Last Revised 12/17/14
pt5-oo*20
RECEIVED
CITY OF TUKWILA
JAN 2 8 2015
PERMIT CENTER
BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
6. Permit Issuance/Inspection Fee (B+C+D)
7. Pavement Mitigation Fee $ -- (7)
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 Bulletin 1B to estimate
the pavement mitigation fee.
E?
Approx.
Remaining Years
Pavement Overlay and
Repair Rate
(per SF of lane width)
20-15 (100%)
$10.00
15-10 (75%)
$7.50
10-7 (50%)
$5.00
7-5 (33%)
$3.30
5-2 (25%)
$2.50
2-1 (10%)
$1.00
0-1
$0.00
GRADING Permit Issuance/Inspection Fee
Grading Permit Fees are calculated using the following table. Use
the greater 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 Is' 100 CY
plus $17.50 for each additional 100 or
fraction thereof.
1,001— 10,000
$194.50 for 1st 1000 CY
plus $14.50 for each additional 1,000 or
fraction thereof.
10,001 — 100,000
$325.00 for the 1st 10,000 CY
plus $66.00 for each additional 10,000 or
fraction thereof
100,001 or more
$919.00 for 1st 100,000 CY
plus $36.50 for each additional 10,000 or
fraction thereof.
9. Technology Fee (5 % of 6+8)
ti
Approved 09.25.02
Last Revised 12/17/14
, ; c
ktaf' k* 2
(8)
Zo
BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may 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*
D. Water Meter — Water only*
E. Water Meter — Temporary*
* Refer to the Water Meter Fees in Bulletin Al
Total A through E
11. ADDITIONAL FEES
A. Allentown Water (Ordinance 1777) $
B. Allentown Sewer (Ordinance 1777) $
C. Ryan Hill Water (Ordinance 1777) $
D. Allentown/Foster Pt Water (Ord 2177) $
E. Allentown/Foster Pt Sewer (Ord 2177) $
F. Special Connection (TMC Title 14) $
G. Duwamish $ Its
H . Transportation Mitigation $ 1 a I -4 I. Other Fees $
Total A through I $_ (10)
3AP
DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ I I S
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.
WATER METER FEE
Permanent and Water Only Meters
Size
(inches)
Insta Iation
Cascade Water lhance
RCYC
01.01.20 4 12.31.2015
Total Fee
0.75
$625
$6005
$6630
1
$1125
$15,012.50
$16,137.50
1.5
$2425
$30,025
$32,450
2
$2825
$48,040
$50,865
3
$4425
96,080
$100,505
4
$782
$1 125
$157,950
6
$1 25
$300,
$312,775
Approved 09.25.02
Last Revised 12/17/14
Temporary Meter
0.75" $300
NY' $1,500
3
ckm
2/- Zf/I
2e
DESCRIPTIONS ACCOUNT QUANTITY PAID
PermitTRAK $8,480.94
D15-0020 Address: 5142 S 172ND LN Apn: 8125200235 $8,480.94
DEVELOPMENT $4,253.10
PERMIT FEE
R000.322.100.00.00
0.00
$4,248.60
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 $1,199.38
PERMIT ISSUANCE/INSPECTION FEE
R000.342.400.00.00
0.00
$62.S0
CONSTRUCTION PLAN REVIEW
R000.345.830.00.00
0.00
$62.50
GRADING PLAN REVIEW
R000.345.830.00.00
0.00
$23.50
GRADING PERMIT ISSUANCE
R000.342.400.00.00
0.00
$37.00
TRAFFIC IMPACT FEE
R104.345.840.00.00
0.00
$1,013.88
TECHNOLOGY FEE $239.46
TECHNOLOGY FEE R000.322.900.04.00 0.00 $239.46
TOTAL91 $8,480.94
Date Paid: Thursday, July 23, 2015
Paid By: SYLVIA DRAKE
Pay Method: CREDIT CARD 05541C
Printed: Thursday, July 23, 2015 3:07 PM 1 of 1
_� ��SY57EM5
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$6,023.18
D15-0020 Address: 5142 S 172ND LN
Apn: 8125200235
$3,011.59
DEVELOPMENT
$2,761.59
PLAN CHECK FEE
R000.345.830.00.00
0.00
$2,761.59
PUBLIC WORKS
$250.00
BASE APPLICATION FEE
R000.322.100.00.00
0.00
$250.00
D15-0021 Address: 5150 S 172ND LN
Apn: 8125200239
$3,011.59
DEVELOPMENT
$2,761.59
PLAN CHECK FEE
R000.345.830.00.00
0.00
$2,761.59
PUBLIC WORKS
$250.00
BASE APPLICATION FEE
TOTAL FEES PAID BY RECEIPT: R4341
R000.322.100.00.00 0.00
$250.00
$6,023.18
Date Paid: Wednesday, January 28, 2015
Paid By: HS CONSTRUCTION AND INVESTM
Pay Method: CHECK 6109
Printed: Wednesday, January 28, 2015 11:38 AM 1 of 1 CR SYS7EM5
INSPECTION RECORD C'
Retain a copy with permit
I CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
1 AW ESt �L<
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Ty e of Inspection:
1 Lb) A/& Al
Date Called:
Address:
iy Z ND 4W
Special Instructions:
lC1
Date Wanted a.
Requester:
Phone No: -7
1^4Approved per applicable codes. Corrections required prior to approval.
u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit Ffs--
UUZC�
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projecy� �
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Type Inspection:
AfAl
Address:
Date Called:
Special Instructions:
`p 2
Date Wanted: m
f p.m.
Requester:
Phone No:
® Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector: Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
o
) 1 INSPECTION RECORD
(D % Retain a copy with permit h --00
\.LN>f ECTMWITO. PERMIT NO.
CITY OF TUKWILA BUILDING PSION
6300 Southcenter Blvd., #100, Tukwila. WA 9818 f(206) 431-36 0
Permit Inspection Request Line (206) 438-9350 I wA t
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Type of Ins ection:
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Approved per applicable codes. 0 Corrections required prior to approval.
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Inspector: � Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
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INSPECTION RECORD ID15
p0�� i
Retain a copy with permit
IN ?ION N0. PERMIT NO.^
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431.3670
Permit inspection Request Line (206) 438-9350
Project:
Type of inspectionA#I�A C-M�41
Address:
[late Called: tf
Special Instructions:
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Date Wanted: m
p•M.
Requester: h�l
Phone No, � 6.
6
Approved per applicable codes. Corrections required prior to approval.
II paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspectio
AIss: /7
�
Date Called:
Special Instructions:
Date Wanted: qJ
p.m.
Requester,
Phone ��7
�
roved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector:_ Date: 111�V46
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
IN .E-CT10N N0. PEPM T t 0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request line (206) 438-9350
Project*
Type of 1 ectio
A drs s:
1794AJ
Date Called:
Special Instructions:
Date Wanted: m
Requester:
I
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Phone No:
q" roved per applicable codes. Corrections required prior to approval.
U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit f5�oA
INSPET10N N0. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcerter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:,.,, F
Type of Inspect!
Addres
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Date Called:
Special Instructions:
Date Wante : % a.rn
fw-� p.m.
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Pho a No:
proved per applicable codes. Corrections 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.
/1 ` INSPECTION RECORD
t/ 1 Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
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u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Q Retain a copy with permit`
IN .TION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: r
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Type of inspection:
!s_
Address:
% 7 �^W�N
Date Called:
Special Instructions:
m
Date Wanted:
/f. a.n
p.m.
�f
'
Requester,
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Approved per applicable codes. El Corrections required prior to approval.
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION N0, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, 'Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
.5 7/;,,, 5 A /� �, e
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Type of spection:
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Address: �
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Date Called:,
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Date Wanted: /
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Requester:
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Phone No:
'Approved per applicable codes. EI Corrections required prior to approval.
Inspector: � C6 / IDate: IL
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REINSPECTION FEE REQUIRED. Prior to next inspehoV, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
V Retain a copy with permit i l'5 7
INSP CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projects ,/
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Type of inspe 'on:
Address: /
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Date Called: i
Special Instructions: q �
Date Wanted: a.m.
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Phone2-e�— ;?I,(/ —
Approved per applicable codes. Corrections required prior to approval.
u paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection.
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INSPECTION RECORD
Retain a copy with permit Iptr-&j
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pro'ect
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Type of Inp ecti n:
1 qf f, ka
Address: �A
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Date Called:
Special Instructions:
Date Wanted: a.m.
0 ", —T p.m.
llleque
ter:
Phone No:
IInspector: �/-� IDate: J®— —tf-
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
FWN
It INSPECTION RECORD
Retain a copy with permit=pow
SPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projec4:
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Type of Insp tion-
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Address.
i 2- z 177,
Date Called:
Special Instructions:
DateWanted* a.m.
p.m.
Requester:
!pp —
Phone No:
Inspector: Dat
❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 5outhcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit .�(.y- �� 7-0 ( �)-
CTION N0. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projeet:
I",Ajj- F 9
Type of In ectio
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Address � % �� �
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Date Called:
Special Instructions:
Date antedi: a.m.
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Approved per applicable codes. Corrections required prior to approval.
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,q f 6l- i%'e ��V�-� �O L,
Inspector: Date*lS�--
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
1)16
INSPECTION RECORD i5 U�?�
Retain a copy with permit
IN CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
t w Al
LJn I,&M
Address:
51 2 S `7 2i&r1 L PJ
Date Called:
Special Instructions:
2.
Date Wanted: a.m.
p.m.
Requester:
14j ✓,o-
Phone No:
Z06 2-G L -7 S�
V] Approved per applicable codes. LJ Corrections required prior to approval.
Inspector: � Dat e:,2
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 15
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project-.
rr � ���
Type of Inspection:
Address:
s1z- S I72A1 LIJ
Date Calledt
Special Instructions:
->
Date Wanted: a.m.
—o —I hp.m.
LV
Re uester:
Phone No:
Z 2� ► 1& -7
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
inspector: Date:
❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
v
W
INSPECTION RECORD
Retain a copy with permit 1�c coZa
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
UA
Address:
51 y1- S 11
Date Called:
Special Instructions:
Date Wanted: a.m.
-7—
1—I5 p.m.
Requester:
11AX"" `
PhoneNo:
/
IXApproved per applicable codes. E Corrections required prior to approval.
COMMENTS:
A ro L
Inspector: Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection.
1 INSPECTION RECORD 1�
l Retain a copy with permit
IN TION NO. PERMIT NO.
v
CITY OF TUKWILA BUILDING DIVISION
6300 Southcen ter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: G kA
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Type of Inspection:
Y<�bnmve-
Address:
S 7
Date Called:
Special Instructions:
LV
Date Wanted: a.m.
`? p.m.
Requester:
Phone 10 6 2& t `7 6 —1
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
INSPECTION NUMBER
5— I�u
�')l S
- C) U Z v
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Type of Inspection:
Address: Nv
Contact Person:
Suite #: 5A/ Z S' . % � Z Lt1i
Special Instructions:
Phone No.:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: Date: 7/2 Hrs.: J • p
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Lsming Aaaress
Attn: Company Name:
Address:
City: State: Zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
1�
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
C")? o
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Z
Is
Type of Inspection:
N
Address: r.�
Contact Person:
Suite #: L Z n
Special Instructions:
Phone No.:
Approved per applicable codes. Corrections required prior to approval.
r
COMMENTS:
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Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: Date: %Z2,,11 6 I Hrs.: f . �
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
timing AaCireSS
Attn: Company Name:
Address:
City: State: Zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD
i Retain a copy with permit
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407 _
Project:
Type of Inspection:
Address:
Contact Person: '
Suite #:
Special Instructions:
Phone No.:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
✓�
oko�
ej e
litG%
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: E k �- 3 I Date: Z% 7//' 1 Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
uming Aaaress
Attn: Company Name:
Address:
City: State: Zip:
rc 6tJ,
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD 5-150
Retain a copy with permit
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
s,
Type of Inspection:
� , 1)--e_r
Address: �— Lr�
J I ' ' %a
Contact Person:
Suite #:
Special Instructions:
Phone No.:
®'Approved per applicable codes. Corrections required prior to approval.
l
COMMENTS:
?� co Vc-,
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: Date: / � / 6 Hrs.:
� 1 r
$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: FCom an Name:
Address:
City: State: Zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD
I Retain a copy with permit �i
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Type of Inspection:
Address:
Contact Person:
Suite #:
Special Instructions:
Phone No.:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
se
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Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ,w�_ z�'(�� Date: Z,/ %� Hrs.: 20 '
i
$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: Company Name:
Address:
City: State: Zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
3�
FOR
JANCE
1-7
RECEIVED
( OF TUKWILA
JAN 2 8 2015
PERMIT CENTER
'71 MMitchell Engineering, Inc. NY
7821 - 168th Ave NE 'T
Redmond, WA 98052
FILE25) 747-1500 0 Fax (425) 747-5403
To: Date: Ayi
d Job#:
Job Name:
Subject:
Fax: Phone:
Message:
flrY&WED FOR
6QDE C MPiJANCE
. APPROVED
JUL 17 2015
ofTukwila
VG DIVISION
IEXPIRES: 4-+J1 1 1 /L-v ' I
RECEIVED
CITY OF TUKWILA
CORRECTION � t 000) JUL 0 8 2015
LTR#_Z_
PERMIT CENTER
VIA: Courier Mail ( Fax:
Date: Time:
7821 - 168th Ave. ME
MH'CHELL ENGINEERING INC. Redmond, WA9805,
(425)747-150(
itchellengineeringinc@comcast.ne
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AIVPAOVEID
IJUL 17 2015
City of Tukwila
, iLDING DIVISION
RECEIVED
CITY OF TUKWILA
JAN 2 8 2015
PERMIT CENTER
MA4 B`Ci ,57:zr/2
VV
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PREPARED BY PROJECT .41
SHEET NO. OF
DATE L•� SUBJECT 't � �� JOB NO. o` ``L� - 75�
7821 - 168th Ave. ME
MITCHELL ENGINEERING INC. Redmond, WA9805�
(425) 747-150(
mitchellengineeringinc@comcast.ne
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PREPARED BY PROJECT
DATE ! f SUBJECT
SHEET NO. 2 OF
JOB NO. �/ 7,5
7821 - 168th Ave. N.
--MITCHELL ENGINEERING INC. Redmond, WA 980'
(425)747-15(
mitchellen-ineeringinc @ comcast.n
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SHEET NO. ?OF
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JOB NO.
MITCHELL ENGINEERING INC.
PREPARED BY PROJECT-
DATE— L SUBJECT,
7821 - 168th Ave. N.E.
Redmond, WA 98052
(425)747-1500
mitchellengineeringinc@comcast.net
SHEET NO. OF
JOB NO. i 73�-
7821 - 168th Ave. ME
MITCHELL ENGINEERING INC. Redmond, WA 9805.
(425) 747-150(
mitchellengineeringinc@comcast.ne
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PREPARED BY PROJECT
DATE � SUBJECT
Svt,4i-r
SHEET NO. OF
JOB NO. d 1 `!� —734
Shear Wall Notes:
1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on on.e side of wall.
P2 - 7/1.6 A.P.A. rated Plywood or Orientated Strand ]Board (O.S.I3.) on each side of wall.
2. For P1-3, P1-2, P2-3, & P2-2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered per footnote (I) of
I.B.C. table 2306.4.1
3. Nails shall be 8d common. (d = .131 inch)
4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side.
5. All panel edges backed with 2-inch nominal framing for P1-6 & P1-4 shear wall. All panels edges backed with 3x framing at
P1-3, P1-2, P2-3, & P2-2 shear walls. Install panels either horizontally or vertically. Space nails @ 10 inches on center @
intermediate supports.
6. All anchor bolts shall be installed with hot dipped galvanized plate washers.
7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections.
STRUCTURAL NOTES
CODE:
DESIGN IS N ACCORDANCE WITH THE 2012 NTERNATIONAL BUILDNG CODE
(I.B.C.) AS AMENDED BY THE LOCAL BUILDNG DEPARTMENT.
LIVE LOADS:
ROOF ------------------- 25P SF
FLOOR ----------------- 40P S F
LATERAL
WIND ------------------ EXPOSURE B, 85MPH/1101\IPH(ULT)
SEISMIC -------------- SITE CLASS D
FOUNDATIONS:
EXTEND FOOTNGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY
OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6"
BELOW ADJACENT EXTERIOR GRADE.
CAST -IN -PLACE CONCRETE:
F'c=2500 PSI c@ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF
CONCRETE AND MAXIlVNM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF
CEMENT. NO SPECIAL NSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS
1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING
TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL,
DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED N POSITION
PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL
PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH
MINIMUM EMBEDMENT INTO CONCRETE AND MAGNUM SPACING OF 2 FEET ON
CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED
WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED
CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED
GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185.
STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316.
SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE
ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS
FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE
ZMAX HOT DIPPED GALVANIZED (G185), STAINLESS STEEL, OR SHALL MEET
ASTM 153 REQUIREMENTS PER IBC. SECTION 2304.9.5 AND IRC SECTION 317.3.1
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE PLACED N CONFORMANCE WITH THE
BUILDNG CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE
MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION
BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-
615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE FOR #6 AND
-A11
LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A
MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7" MINIMUM). CORNER BARS (2'-0"
BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL
BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS
NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE
FOLLOWNG MINIMUM COVER:
CONCRETE CAST AGAINST EARTH 3 INCHES
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 THROUGH #18 BARS 2 INCHES
#, 5 BAR AND SMALLER 1-1/2 INCHES
STRUCTURAL STEEL:
STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36000PSI. ALL WELDING
SHALL BE N CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE
PERFORMED BY WABO CERTIFIED WELDERS.
STRUCTURAL TIMBER:
ALL LUMBER SHALL CONFORM TO WWPA GRADNG RULES FOR WESTERN
LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND
BOLTS BEARING AGAINST WOOD. ALL WOOD N CONTACT WITH CONCRETE
SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED
BELOW:
2X FLOOR JOIST
HEM-FIR#2------------------ Fb=850 PSI
2X ROOF RAFTERS
HEM-FIR#2------------------ Fb=850
PSI
4X BEAMS
DOUG-FIR/LARCH #2---- Fb=850PSI
6X BEAMS
DOUG-FIR/LARCH #2---- Fb=850PSI
LUMBER NOT NOTED
HEM -FIR #2------------------ Fb=850
PSI
MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL
HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES
SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO
CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO
CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE
COMMON WIRE NAILS. NAILNG SHALL BE N ACCORDANCE WITH THE CURRENT
I.B.C. SCHEDULE.
FLOOR SHEATHING:
SHEATHING SHALL BE 3/ INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING.
SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS.
UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 NCHES ON
CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT
INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE
JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE.
4:010
WALL SHEATHING:
SHEATHING SHALL BE 7/16 NCH A.P.A. RATED SHEATHING, SPAN RATING 24/0.
PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d
NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
GLU-LAMINATED TIMBER:
LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS
GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR
CANTILEVER AND CONTINUOUS BEAMS.
ROOF SHEATHING:
SHEATHING SHALL BE 5/8 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16,
INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS
SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4
INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
FLOOR FRAIVIING:
PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS
(FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL
VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED
TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER.
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE
(2) 2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR
OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE
PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON
CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND
CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP
PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d
NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON
CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE,
CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES.
ROOF TRUSSES:
TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM -FIR.
TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS
STAMPED, SIGNED AND DATED BY A WASHNGTON STATE LICENSED
STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF
RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES
SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE MEETING I.B.C.
TABLE 1607.1 FOOTNOTE i
MI}TCHELL ENGINEERING INC.
PREPARED BY
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Bergq i Engineering ervi�s F I L E
27207 8th Avenue S P.O. Box 13309
Des Moines, Washington 98198 Des Moines, Washington 98198
Phone: 253.941,9399, Fax: 253.941.9499, e-mail: RBergqu510@aol.com
March 8, 2005
Mr. Harry Singh
21625 4' Avenue S
Normandy Park, Washington 98198
Re: Geotechnical Engineering Services
Proposed Pieper Short Plat Subdivision
17083 53'd Avenue South
Tukwila, Washington
BES Project Number. 200415, Report 2
, exploration and engineering analysis for the referenced project. The attached report summarizes
project and site data, describes the services we performed, presents our findings, and provides
recommendations regarding design of the foundations, lateral earth pressures, drainage, and
earthwork. The appendix presents site maps, test pit logs, explanatory aids, and computer
printouts of the stability analyses.
We appreciate the opportunity to be of service to you. If you have any questions
.� concerning this report, or if we may be of further service, please contact us.
o A- BBC? Sincerely,
�- WA
PG
o Bergquist Engineering Services
ORRECTION
LTR#
lzeeA�9_r�
1 0377
,p 3�4r�
°.o Fa�sre.Rti°
~' �SS�o]VALtiRichard A. Bergquist, P.E.
EXPIRES July 2006 Principal RECEIVED
+� CITY OF TUKWILA
SC)O vZ6 -
� Copies to: Addressee (5) MAR 10 2015
GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION PERMIT CENTER
M
up GEOTECHNICAL EXPLORATION
and ENGINEERING EVALUATION
PROPOSED SUBDIVISION
NINE LOT PIEPER SHORT PLAT
17083 53'd AVENUE SOUTH
TUKWILA, WASHINGTON
KING COUNTY PARCEL NUMBER: 812500232
%Rd
tho
prepared for.
Mr. HARRY SINGH
by:
BERGQUIST ENGINEERING SERVICES
BES PROJECT NUMBER: 200415-REPORT 2
MARCH 8, 2005
1. INTRODUCTION
This report presents the results of our geotechnical exploration for the proposed subdivision to
be constructed on the 3.13-acre site at 17083 53' Avenue S in Tukwila, Washington. The
location of the site is shown on the Vicinity Map on page Al in the Appendix of this report.
The eotechnical exploration was performed b Be uist Engineering Services BES to provide
9 P P Y r99 9� 9 � �
information or recommendations regarding:
• seismic design considerations including liquefaction potential,
• allowable bearing capacity and depth of suitable foundation systems with
estimated settlements,
• lateral earth pressures and friction coefficients,
%W • influence of groundwater on the development,
• drainage,
Im • stability of existing slopes,
• site preparation, earthwork, and excavation -slope considerations.
.,.
•
a
ma Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
Mr. Harry Singh authorized our work by signing and returning a copy of BES Proposal Number
d, 1062005, dated February 16, 2005.
2. PROJECT DESCRIPTION
Current plans provided by Jaeger Engineering indicate that the 3.13- acre site will be subdivided
into nine lots for the eventual construction of eight, single-family residential buildings. An existing house
occupies Lot 9 and it will remain. Access to the properties will be provided by an "Ur -shaped road with
v a cul-de-sac. A buried concrete vault for stormwater detention will be constructed on the south side of
the access road. City water and sanitary sewer will service the buildings.
r.
Actual foundation loads were not provided at the time this report was prepared. Therefore, we
have assumed that individual column loads will not exceed 100 kips and continuous wall loads
Will not exceed 4 kips per lineal foot. If the actual foundation loads are greater than those
stated herein, the geotechnical engineer must be notified to determine whether the
recommendations presented herein require revision. The stormwater vault will have a bottom
elevation about 10 to 12 feet below existing grade.
3. SCOPE OF SERVICES
The geotechnical engineering evaluation of this property has been done in two phases. Phase
`r 1 included a reconnaissance of the site by the geotechnical engineer, development of a
representative cross-section of the existing slopes on the site, a review of geologic literature,
and estimating safety factors of the existing slopes by computer analysis. The results of Phase 1
were presented in BES Report Number 200415 Report 1 dated July 29, 2004.
.r
The scope of services for this report, Phase 2, included: excavating, logging, and sampling
eight (8) test pits; laboratory testing; engineering and slope stability analysis; and preparation
of this report. Soil samples were taken at the intervals noted on the individual test pit logs,
which are presented in the Appendix on pages A3, A4, A5, A6, and A7 of this report. Several
of the test pits were left open to estimate the depth to groundwater while the remaining test pits
were excavated. All test pits were backfilled with the excavated site -soils on February 28, 2005
prior to leaving the site.
Bergquist Engineering Services Page 2 of 13
boo
we
Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
The soil samples were returned to our laboratory for analysis, which included visual
classification, determination of the natural moisture content of selected samples, and
estimation of their unconfined compressive strength with a calibrated -spring penetrometer. The
field and laboratory data were then evaluated by the geotechnical engineer relative to the
proposed construction. The engineering recommendations and advice presented in this report
have been made in accordance with generally accepted geotechnical-engineering practices in
`'" the area.
71
A. SITE CHARACTERIZATION
W
The information presented in this section was gathered by BES personnel for geotechnical
bw engineering purposes only. This site characterization was not intended to address the presence
or likelihood of contamination on or around the site. Specialized methods and procedures,
which were not a part of this scope of services, are required for an adequate environmental site
1"' assessment.
4.1 Site Classification
According to Plafe I Generalized Geologic Map ofSeoffle and Suburban Areas by GoIster, R.
W., and Laprde, W.T., 1991, the site soils are comprised of Vashon Stade till and Vashon
recessional sand and gravel. Based on the soil classification and density as determined by the
test pits, the soils at this site are not susceptible to liquefaction.
4.2 Surface
Most of the 3.13- acre site is relatively flat and level but the property incorporates a north-northeast to
south-southwest trending steep slope that roughly parallels Interstate 5 along the east and southeast
•- side of the property. The steep slopes decline from approximate crest elevation of 240 feet to
approximate elevation 160 feet at slopes ranging from 60 percent (31 ° from horizontal) to about 900
percent (88' from horizontal). The slopes are covered with a moderately dense stand of predominantly
large leaf maple trees. Several of the trees along the northernmost portion of the property are bowed
slightly, which indicates that there has been some creeping of the slope.
The paved walk southeast of the existing Pieper residence are cracked and slightly offset down
suggesting that the slope has been creeping over time. South of the existing house, there are some
shallow earth fissures about 25 feet from and parallel to the major slope -break. Mr. Pieper reported
Ir
Bergquist Engineering Services Page 3 of 13
low
Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
that years ago, he had placed fill on the surface of the site, south of the exating house. According to
v
him, the fill thickness ranges from zero feet along a line about 25 feet west of the major slope break to
about four feet in thickness at the major slope break (See attached drawing for the described features.)
4.3 Subsurface Soil and Groundwater
The subsurface soil and groundwater conditions at this site are described in the following
�-' paragraphs and are presented graphically on the test pit logs in the Appendix of this report.
The stratification lines, indicated on the test pit logs, represent the approximate boundaries
between soil types. Actual boundaries may be gradual and the transitions may not be easily
discernible during site excavation.
r.
In general, most of the site is covered with a 4- to 12-inch thick layer of topsoil consisting of
dark brown, loose SAND SILT (SM) trace gravel and roots to Sandy SILT (ML) trace gravel and
roots. Underlying the topsoil, reddish -brown to gray -brown, medium dense to dense, fine
SAND (SP) to SAND -SILT (SM), with gravel and occasional cobble was encountered to a depth
of about two to four to five feet below the surface. The natural moisture content of these soils
ranges from 12.7 to 34.3 percent. Underlying the weathered till, light brown to gray, dense to
6, very dense SAND (SP) to SAND -SILT (SP-SM) with gravel, occasional cobble, trace boulder was
encountered to the termination depth of the test pit. The natural moisture content of this layer
6.0 ranges from 7.6 to 17.4 percent.
Two and one-half feet of probable fill, consisting of loose to medium dense, fine- to medium -
grained SAND (SP) to loose SAND -SILT (SM) occasional gravel, occasional cobble, was
encountered on the surface in the southwest corner of the site (Test Pits 7 and 8.)
Groundwater was encountered in Test Pits 4, 5, and 6 in the form of seepage above the
r„ denser till. Therefore, the seepage' water is considered perched stormwater trapped in the
upper, loose soils.
.r
5. DISCUSSION
fto
The recommendations presented in this report are based on our understanding of the project
►- as presented in the Project Description Section and on the assumption that the subsurface
conditions encountered in the test pits adequately represent conditions near and between the
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Bergquist Engineering Services Page 4 of 13
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ea Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
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exploratory test pits. Because project conditions regarding type and location of structures and
%ow, foundation loads can change and because subsurface conditions are not always similar to
those encountered in the test pits, the geotechnical engineer must be contacted for review and
possible revision of the recommendations if discrepancies are noticed.
6. RECOMMENDATIONS
+v The following sections present recommendations regarding seismic considerations,
foundations, lateral earth pressures, and for earthwork, excavations, drainage, and
4i groundwater.
6.1 Seismic Considerations
66
According to Figure No. R301.2, the site is in Seismic Design Category D2. The average
properties in the in the top 100 feet are estimated to be N>50, therefore, the soil profile is
46W considered stiff. The native site soils are not susceptible to liquefaction and therefore exhibit
minimum seismic risk.
6.2 Foundations
6%, Conventional spread footing foundations may be used to support the proposed structures.
Spread footing (continuous wall and individual column) foundations may be dimensioned
using a net allowable bearing capacity of up to 2,000 psf if they are placed in the undisturbed,
light brown, brown mottled reddish -brown, medium dense to dense SAND -SILT (SM) or SILT
(ML) encountered at a depth of about 6 to 36 inches below the existing ground surface of the
site. The foundations shall not be placed in the probable fill or above the relic topsoil
encountered at the site in the vicinity of Test Pits 3, 6, and 7.
Where fill is encountered, it shall be removed and the footings extended to bear in the
" undisturbed native soil. Altematively, the fill shall be removed well beyond the footing width to
a depth to expose the native soil. The removed fill may be placed in loose lifts not to exceed
10 inches and compacted. Each lift shall be compacted to at least 95 percent of the
maximum laboratory density as determined by ASTM D1557 before placement of succeeding
lifts.
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Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
sr
The recommended minimum dimension for continuous wall footings is 18 inches and for
individual column footings, the recommended minimum dimension is 24 inches. All perimeter
footings must be placed at least 18 inches below finished grade for frost protection. Interior
footings shall be placed at least 12 inches below finished adjacent grade. The allowable
bearing capacities may be increased by one-third for wind and seismic loads. If the
recommendations in this report are followed, total settlement of the foundation will be less than
one inch (1 inch) with differential settlements of less than three-quarters of an inch (3/a inch.)
.� Lateral earth pressures for design of foundations, detention vault walls, or short retaining walls
with level backfill and without hydrostatic pressures or surcharge loads, may be calculated
using the equivalent fluid pressures presented below:
Active: Undisturbed subsoils 40 psf/ft.
Compacted granular soils 35 psf/ft.
6-1 Passive: Continuous footings 250 psf/ft.
Column footings 300 psf/ft.
At -Rest Detention Vault Walls 65 psf/ft
A coefficient of friction between footings and bearing soils of 0.35 may be used to resist lateral
foundation loads. If passive earth pressures are used in conjunction with base friction to resist
lateral loads, reduce the ultimate coefficient of friction to 0.30.
Footings, stem walls, and retaining walls must be reinforced to reduce the potential for distress
caused by differential foundation movements. A qualified engineer must determine the size,
quantity, and location of reinforcement. All footing excavations at this site must be inspected
by the geotechnical engineer prior to placement of construction forms and reinforcement steel.
bw 6.3 Slabs -on -Grade
Slabs -on -grade must be supported on a minimum four -inch thick, free -draining sand or gravel
base that follows gradation and compaction recommendations provided in Table 6.1 of this
report. All concrete, especially slabs -on -grade, should be placed at minimum water -cement
ratios on moistened surfaces and properly cured to minimize shrinkage, cracking, warping, and
curling. Concrete slabs should be allowed to cure adequately before subjecting them to full
am
Bergquist Engineering Services Page 6 of 13
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Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
design loads. Any concrete that will be exposed to the elements should be entrained with four
to six percent air to minimize damage from freeze -thaw cycles
Polyethylene sheeting must be carefully placed on the granular base to act as a vapor retarder
between the concrete and soil. A two- to four -inch thick layer of sand maybe placed over the
polyethylene sheeting to improve concrete curing and to protect the sheeting from damage
during placement of the slab elements. If provided, floor coverings shall not be placed until
the concrete floor has cured sufficiently.
..
6.4 Earthwork
The recommendations presented in this report are predicated on fulfillment of the following
%00 earthwork recommendations.
6.0 6.4.1 Site Clearing: Strip and remove any topsoil, tree stumps, weeds, old rubble fill, concrete
slabs -on -grade, and other deleterious materials from the project area prior to construction.
After site clearing, the exposed surface must be graded relatively flat to allow for proper
subgrade preparation but sloped slightly to allow good surface drainage during construction.
6.4.2 Excavation: Conventional -excavating equipment should be suitable for the proposed
shallow foundation excavations. Use excavating buckets without teeth to excavate all
�-+ foundations so as not to disturb the bearing surfaces. Shallow excavations (less than four feet
in depth) will stand open with vertical side slopes for short durations: however, according to
�., Chapter 296-155, Part N of the Safety Standards for Consfrudion Work in the State of
W hin4ton" the site soils classify as Type C. Therefore, side slopes of excavations deeper than
four (4) feet must be no steeper than one and one-half (1.5) horizontal to one (1) vertical
(1.51-1:1V). If the dimensions of the site prevent the use of maximum slopes of 1.5H:1V, the
slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer
must be contacted for additional recommendations if such techniques are going to be
employed.
6.4.3 Foundation Preparation: Except where fill is encountered, specialized treatment of the
foundation soils is not anticipated at this site if the foundations are placed in the medium dense
to dense SAND -SILT to SILT. The excavations, however, must be made carefully using a
backhoe bucket without teeth so as not to disturb the bearing soils. if fill, loose, or soft soils
are encountered at the footing elevation, they must be removed and replaced with properly
W
Bergquist Engineering Services Page 7 of 13
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Proposed Subdivision (Pieper Short P10 March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
U.
compacted backfill as described in Sections 6.4.5 and 6.4.6 of this report or the footings may
%10 be extended to bear on undisturbed, native soils.
6.4.4 Slab -On -Grade Preparation: If the earthwork recommendations provided in this
.w
report are followed, specialized treatment of the soil beneath slabs -on -grade at this site is not
generally expected to be necessary. However, if any debris, organic material, organic fill soils,
"'' loose soils, or other deleterious materials are encountered at the subgrade elevation they must
be removed and replaced with structural backfill.
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law
6.4.5 Materials: The on -site topsoil, SAND -SILT (SM), and SILT (ML) soils are not suitable for
use as structural fill or backfill. The organic -rich topsoil must only be used in landscape or
non-structural areas. Site SAND -SILT (SM) and SILT (ML) soils are considered not to be all-
weather soils and should be worked only during the dry season. The soils identified as
"Probable fill" encountered at Test Pits 3, 6, and 7 are likely suitable for use as structural fill
and backfill if removed and compacted in accordance with Section 6.4.6 of this report.
If additional soil is needed for structural fill or backfill to meet design grades, it must be
imported and conform to the gradation presented in Table 6.1, and be approved by the
geotechnical engineer prior to use. Samples must be submitted to the geotechnical engineer
at least 72 hours before approval is required and before the materials are used.
Gravel base and select materials for pavement subgrade must conform to local governmental
standards, such as City of Tukwila, King County, or other suitable specifications approved by
the geotechnical engineer.
I ABLE 6..1 GRADATION KEQUIREMENTS
s' cif :S tnhdarcf Sisve j
FOR 5TRUCTURAL FILL
�:'f` `,iPercent.IPas�s' °
m
3-inch
100
3/4-inch
50-100
No. 4
25-65
No. 10
10-50
No. 40
0-20
No. 200
0-5`
b' "Note: The percent passing the No. 200 sieve is based on the
weight of the material passing the 3/4-inch sieve.
U7
Bergquist Engineering Services Page 8 of 13
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WW Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
If construction is performed during the wet season, a granular base or work blanket will be
required. Granular materials used as a work blanket should conform to the gradation
presented in Table 6.2, and be approved by the geotechnical engineer prior to use.
TABLE 6.2 GRADATION REQUIREMENTS FOR WORK BLANKET
*Note: The percent passing the No. 200 sieve is based on the
weight of the material passing the 3/4-inch sieve.
6.4.6 Placement and Compaction: Structural fill and structural backfill must be placed in
relatively horizontal loose lifts not exceeding ten (10) inches in thickness and compacted to at
least 95 percent of the modified Proctor (ASTM D1557) maximum density at moisture contents
within two (2) percent of optimum. Backfill against detention vault walls must be carefully
compacted to 90 percent of ASTM D1557 with light equipment so as not to impose excessive
lateral loads on the walls.
Structural fill/backfill must be placed under the full-time observation of a representative of the
geotechnical engineer, and the specified compacted density and moisture content of each lift
must be verified by test, prior to placement of subsequent lifts. Placement on frozen ground
must not be attempted.
6.5 Drainage
Good drainage is critical to the "performance of earth -supported structures such as foundations
and retaining walls. Therefore, construction grades and final site grades must be designed to
prevent water from ponding in areas on or adjacent to foundations, slabs -on -grade, and
pavements. Infiltration of water into foundation and utility excavations shall be prevented
during construction and throughout the life of the project.
A perimeter footing drain -system consisting of a perforated pipe surrounded by at least six
inches of washed gravel will be required. The washed gravel must be separated from the
surrounding soil by a filter fabric such as Mirafi® 140N. The collected water must be tight -
lined away from the building to a suitable discharge system but not discharged onto the top of
r.
Bergquist Engineering Services Page 9 of 13
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we Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
any slopes. Roof and surface drains must be provided but they not must be connected to the
footing -drain system. Roof drains may be discharged into the storm sewer system. A
schematic of a footing -drain system is presented on page A8 in the Appendix of this report.
Where pavement does not immediately abut structures, slopes, with an outfall of at least three
(3) percent for a minimum distance of five (5) feet from exterior footings, must be provided.
%W
6.6 Groundwater
•• Groundwater was encountered in the form of seepage at a depth of about three to four and
one-half (3 to 41/2) feet below the surface in Test Pits 2, 3, 6, and 7. This is interpreted as the
groundwater level at the time of the exploration. Test Pits 4, 5, and 8 were backfilled
immediately after completion, therefore, groundwater levels were not determined.
Groundwater seepage was not observed in Test Pit 1. The groundwater level should be
expected to fluctuate due to seasonal variations in precipitation and numerous other variables.
Groundwater at this site should not present significant problems during construction. If
groundwater is encountered, shallow sumps with pumps should be sufficient to dewater shallow
excavations. Pump water shall not be discharged onto or near the existing slopes.
6.7 Erosion
The soils at this site classify as fine-grained SAND -SILT (SM) some grovel according to the
Unified Soil Classification System. These soils have a relatively high erosion potential,
however, because of the shallow slopes in the proposed construction areas on this site,
`r properly placed silt fences and straw bales should be sufficient for erosion control even during
periods of heavy rainfall.
6.8 Slope Stability
The project site 0,underlain predominantly by a Vashon fill. The generalized engineering properties of
this soil unit, as described on the aforementioned geologic map, are as follows:
%a
I SOIL UNIT 1 GENERALUED ENGINEERING PROPERTIES
Very slow infiltration rates, excellent foundation stability, stands on
v
Vashon fill steep natural and cut slopes for long periods, and good seismic
stability.
r
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Bergquist Engineering Services Page 10 of 13
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we Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
aw
The slope stability analyses for this study were performed using XSTABL software developed by
Interactive Software Designs, Inc. XSTABL performs a two dimensional limit equilibrium
analysis to compute the factor of safety for a layered slope according to either: (1) General
Limit Equilibrium (GLE) Method, (2) Janbu's Generalized Procedure of Slices (GPS), (3)
Simplified Bishop, or (4) Simplified Janbu. XSTABL calculates a FOS (factor of safety), which is
the result of dividing the total forces supporting the slope by the total forces that are tending to
destabilize the slope. If the FOS is greater than 1.00, the slope is considered stable; if the FOS
is less than 1.00, the slope is considered to be unstable. A FOS of 1.00 indicates the slope is in
perfect equilibrium. Because of the uncertainty regarding pertinent soil parameters used in the
analyses and the variability of soil, slope, and ground water conditions, a non -seismic (static)
FOS greater than 2.0 and a seismic (dynamic) FOS greater than 1.5 is recommended by the City
of Tukwila for the proposed residential construction.
kd
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SOIL UNIT
ENGINEERING PROPERTIES USED IN STABILITY ANALYSIS
Moist Unit Weight
Cohesion (C)
Angle of Internal Friction (0)
1, Vashon till
138.0 pcf
1,000 psf
380
2, Weathered
132.0 pcf
250 psf
30°
Till
Note: These properties are based on the recent subsurface eploration and are within the range of
values suggested in a publication entitled GeofedinkolPrvpwtiesofC o1bgicMot akbyJon W.
Koloski, Sigmund D. Schwarz, and Donald W. Tubbs
is
Two crass -sections (labeled A -A' and B-BI of the existing slopes (see page A2) were analyzed for
Li stability. Cross-section A -A' was at the steepest slope in the area of new construction. Cross-
section B-B' was at the steepest slope that intercepts the proposed buried stormwater vault.
The computer program was instructed to calculate the estimated FOS for 1600 potential shear
surfaces during each iteration using one of the above -described methods. The attached graphs
�- show the locations of the weakest surfaces analyzed within the slope segment selected for
analysis, with the surface having the lowest FOS highlighted.
Based on the analyses, the existing slope at A A' has an estimated minimum factor of safety
during static conditions of 2.409 against shallow failure (see page Al and Ala) and 2.5
against deep-seated failure (see page Al and A15.) The existing slope at A -A' has an
estimated minimum factor of safety during seismic (dynamic) conditions of 0.30g against
Bergquist Engineering Services Page 11 of 13
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Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
shallow failure of 1.668 (see page Al b and Al 7) and 1.502 against deep-seated failure (see
page A18 and Al 9.)
v Accordingly, we recommend that a buffer of 25 feet from the crest of the slope and a building setback
of 25 Beet from the buffer be established. Constnxtion and disturbance of vegetation within the buffer
shall not be permitted. No significant structures, such as residential buildings or garages, shall be
constructed within the 25-foot area between buffer and building setback line.
`" The slope at B-B' with a 700 psf surcharge of the stormwater vault has an estimated minimum
factor of safety during static conditions of 3.873 (see page A22 and A23) and 1.760 during
6d seismic (dynamic) conditions of 0.30g (seepage A20 and A21.) Because of the flatter slope at
B-B', the stormwater vault may be located as close as 25 feet from the crest of the slope.
is
Accordingly, we recommend that a buffer of 25 feet from the crest of the slope and a building setback
of 25 feet from the buffer be established. Construction and disturbance of vegetation within the buffer
k"' shall be permitted. No significant structures such as residential buildings or garages shall be
constructed within the 25-foot area between buffer and building setback line.
it
The vegetation on the slope shall be maintained over the life of the project. The soils along the toe of
LJ the slope shall not be disturbed or removed. The site shall be graded so as to minimize the flow of
surface wafer over the slope. No drain lines shall be permitted to discharge on to any of the slopes.
6.9 Consfruction Observation and Testing
b,W The recommendations presented in this report rely on adequate observation and testing of
construction materials and procedures by the geotechnical engineer or his qualified
►r representative. ,At a minimum, the testing program must include:
Observation and review of site clearing and review of all foundation excavations to
evaluate whether actual conditions are consistent with those encountered during
exploration.
• Observation and testing of placement and compaction of all fill and backfill
'r materials to evaluate compliance with specifications.
M
Bergquist Engineering Services Page 12 of 13
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Proposed Subdivision (Pieper Short Plat) March 8, 2005
Tukwila, Washington BES Project Number 200415,-Report 2
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• Field inspection and laboratory testing of materials and field inspection of methods
as required by the appropriate Uniform Building Code. Typically, this includes
inspection of placement of reinforcing steel; inspection and testing of portland
cement concrete to evaluate compliance with specifications regarding slump,
.r temperature, air content, and strength.
W
7. REPORT UMITATIONS
The recommendations presented in this report are for the exclusive use of MR. Hart' Singh for
the proposed residential development on King County Parcel Numbers: 812500232 in
Tukwila, Washington. The recommendations are based on the subsurface information
obtained by Bergquist Engineering Services (BES) and on design details provided by Mr. Jim
Jaeger of Jaeger Engineering. If there are any revisions to the plans or if deviations from the
subsurface conditions noted in this report are encountered during construction, BES must be
notified immediately to determine whether changes to the foundation recommendations are
required.
w�
After the plans and specifications are more complete, the geotechnical engineer must be
provided the opportunity to review them to check that these engineering recommendations
have been interpreted properly.
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Bergquist Engineering Services Page 13 of 13
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- SITE PLAN
Project Name: Proposed Pieper Short
Subdivision Bergquist Engineering For. Harry Singh
ocation: Tu la, as ington Services BES Project Number. 200415-2
Date: March 8 2005
A2
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Project: Pieper Plat Subdivision
fto Location: Tukwila, Washington
BES Project No.: 200415-2
Date Excavated: February 28, 2005
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Log of Test Pit 1
Excavation Rig: Case 580K Extendahoe
Excavated By: Ground Mision Excavating
Logged By: R. A Bergquist, P.E.
Approximate Ground Surface Elevation: 242'
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Descnpton (Unified Sal gassif�oQhon System)
_
BSl
SM
20.9
Brown, medium dense SAND -SILT, trace gravel roots (Topsoil)
1
------------------------------------------------------------fi-
2—
SM
Brown, medium dense SAND -SILT, trace grovel 2
—
3—
BS2
SP
12.7
------------------------------------------------------------
—3-
-4
Gray, medium dense, fine SAND, some gravel, occasional cobbles
4
—
5—
BS3
SP-SM
17.4
--------------------------------------------------------------
—5-
6
6
-7
Gray, dense to very dense SAND to SAND -SILT, with gravel, -7-
occasional cobble, trace boulder -
8-
Difficult digging of 8 feet 8_
9-
BS4
SP-SM
7.6
-9
10
10
END OF TEST PIT. DRY AT COMPLETION.
DRY AT TWO HOURS AFTER COMPLETION.
A3
a
Project. Pieper Plat Subdivision
Location: Tukwila, Washington
BES Project No.: 200415-2
rr.
Date Excavated: February 28, 2005
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Log of Test Pit 2
Excavation Rig: Case 580K Extendahoe
Excavated By: Ground Vision Excavating
Logged By: R. A Bergquist, P.E.
Approximate Ground Surface Elevation: 250,
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a Z
to a
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Description (Unified Soil Classification System)
—1
BSI
30.0
Dark brown, loose, Sandy SILT, trace gravel & roots (topsoil)
- —
1-
--------------------------------------------------------------
2_
2
—3
BS2
SM
19.2
Brown and reddish brown, dense SAND -SILT, with gravel, 3_
occasional cobble, trace boulder
4—
1'h hM �4-
5
5
_
BS3
SM
20.0
____ Gray brown. dense to very dense SAND-SILT-v_rith grcrvel___________.
6
ML
G , dense SILT occasional gravel, some sand 6
_ END OF TEST PIT. DRY AT COMPLETION.
_
7 7
Log of Test Pit 3
Projects Pieper Plat Subdivision
Location: Tukwila, Washington
BES Project No_: 200415-2
Date Excavated: February 28, 2005
Excavation Rig: Case 580K Extendahoe
Excavated By: Ground Vision Excavating
Logged By: R. A. Bergquist, P.E.
Approximate Ground Surface Elevation: 251'
n Z
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� Descnphon (Untied Soil Classrficahon System
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_
SM
____Brownej Sgndy_SELT�iracegraye) E� roots jFill�____________�
1_
1
SM
Dark brown, loose, Sandy SILT, trace gravel (Relic Topsoil)
2-
r�_
----------------------------------------------------------2-
—3—
BS1
SP-SM
22.6
—
grown, medium -dense, SAND to SAND -SILT, occasional gravel, 3
occasional cobble
4—
--------------------------------------------------------- 4
BS2
ML
28.1
Gray mottled reddish -brown, dense to very dense, 1'h h's**-
—5_
SILT, occasional gravel, occasional boulder — —
6 END OF TEST PIT. DRY AT COMPLETION. 6
7 7
A4
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Log of Test Pit 4
Project. Pieper Plot Subdivision
Location: Tukwila, Washington
BES Project No.: 200415-2
Date Excavated: February 28, 2005
Excavation Rig: Case 580K Extendahoe
Excavated By: Ground Vision Excavating
Logged By: R. A. Bergquist, P.E.
Approximate Ground Surface Elevation: 255'
tZ
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0.Z
S V
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V
Description (Unified Sad Classification System)
SM
- Dark brown. loose. SanL I
--- ------------------dv SILT emV. ReL Sff-emeit -----------
Reddish brown, medium dense SILT, some sand, occasional gravel
2
BS)
ML
21.9
-------------------------------------------------- 2
-
SM
Gray-brown, medium dense SAND -SILT, with gravel, occasional
3
......................... qUveL ---------------------------- _3_
BS2
SM
17.6
Gray, very dense SAND -SILT, occasional gravel -4-
- 5
Qp=4.5+ tsf 5 -
END OF TEST PIT. DRY AT COMPLETION.
BACKFILLED AT COMPLETION.
Log of Test Pit 5
Project: Pieper Plot Subdivision Excavation Rig: Case 580K Extendahoe
Location: Tukwila, Washington Excavated By: Ground Vision Excavating
BES Project No.: 200415-2 Logged By: R. A. Ber9quist, P.E.
Date Excavated: February 28, 2005 Approximate Ground Surface Elevation: 259
01_4
BS1
ML
31.3
Dark brown. loose, Sandv SILT mgravel ........... ALroofs ff12P_=_@ ---------
BS2
SM
9.1
Reddish brown, medium dense SAND -SILT, occasional gravel -2-
-3-
BS3
SM
25.2
-d-e-n-s-e-Sx- -occasional 3
_
Light brown mottled brown, SAND -SILT,
occasional cobble
-
More gravel and cobbles at 41h feet
-5-
BS4
SM
12.7
-5-
END OF TEST PIT. DRY AT COMPLETION.
BACKFILLED AT COMPLETION.
-7 7
A5
Project: Pieper Plot Subdivision
fto Location: Tukwila, Washington
BES Project No.: 200415-2
Date Excavated: February 28, 2005
%W
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EMPA
Li
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Log of Test Pit 6
Excavation Rig: Case 580K Extendahoe
Excavated By: Ground Vision Excavating
Logged By: R.A. Bergquist, P.E.
Approximate Ground Surface Elevation: 254'
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C.
0
36
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Description (Unified Soil Classification System)
BSI
Sp
12.6
Brown, loose to medium dense, fine to medium grained SAND, -I-
- 2
occasional gravel (Probable fill) -
-2-
-3-
Sm
--------------------------------------------------------------
Rqrk_k1:ow_riJmt JSM M M, stsm Y ip.91 arg-vt L LRPIKtop-S9 01 ----- -L
- 4
BS2
ML
26.1
Light brown mottled reddish -brown, medium dense SILT 4
5
--------------------------------------------------- PA 5
__ -
Sp
Gray -brown, medium dense SAND, occasional gravel --
-6- END OF TEST PIT. DRY AT COMPLETION.
1 7 771
b.J
Project. Pieper Plot Subdivision
Location: Tukwila, Washington
61.J BES Project No.: 200415-2
Date Excavated: February 28, 2005
&W
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Log of Test Pit 7
Excavation Rig: Case 580K Extendahoe
Excavated By: Ground Vision Excavating
Logged By: P_ A- Bergquist, P.E.
Approximate Ground Surface Elevation: 252'
E'
J-
BS1
Sm
14.2
Gray -brown, loose* SAND -SILT, occasional gravel, occasional -11-
cobble (Probable fill) -
2
3
Sm
--- ---------------------------------------------------------
wn, loose SAND
Dark brown, -gIRStiq lo
traceravel Pig 4L
I
-SILT,
- --------------------- _
----
_rWX8_3_
Gray mottled reddish -brown, medium dense Qp=3.0 tF —
BS2
Sm
25.3
SAND -SILT, occasional gravel -4-
- 5-
SP-SM
------------
medium dense to dense SAND to SAND -SILT, occasional 5
gravel
-6- END OF TEST PIT. DRY AT COMPLETION.
-7 -7
R.
L-1
Log of Test Pit 8
Project. Pieper Plat Subdivision
Location: Tukwilo, Washington
BES Project No.: 200415-2
Date Excavated: February 28, 2005
Excavation Rig: Case 580K Extendahoe
Excavated By: Ground Vision Excavating
Logged By: R. A Bergquist, P.E.
Approximate Ground Surface Elevation: 253'
�..
�.:E
c. Z
a O
N
. Description (Unified Solt (iossificotion System)
_
BSl
ML
33.0
Dark brown, loose, Sandy SILT, trace gravel & roots (Topsoil) _
-----------------------------------------------------------_}-
2-
BS2
SM
34.3
ap=1.0 tsf -2-
3
Brown mottled reddish -brown, medium dense SAND -SILT, with 3—
-4—
gravel, occasional cobble
4—
5—
BS3
SM
10.5
op=2.5 isf 5-
6
END OF TEST PIT. DRY AT COMPLETION. _6
_
1
1
BACKFILLED AT COMPLETION.
7
_
7
to
0
r
r
A7
W
to
♦r
1W
TEST PIT LOG NOTES
These notes and test pit logs are intended for use with this geotechnical report for the
purposes and project described therein. The test pit logs depict BES's interpretation of
subsurface conditions at the location of the test pit on the date noted. Subsurface conditions
may vary, and groundwater levels may change because of seasonal or numerous other
factors. Accordingly, the test pit logs should not be made a part of construction plans or be
used to define construction conditions.
The approximate locations of the test pits are shown on the Site Plan. The test pits were
located in the field by estimating distances from existing site features.
"Sample Type" refers to the sampling method and equipment used during exploration where:
e 'BS" indicates a bulk sample taken from the ground surface or from the backhoe bucket.
"Moisture Content" refers to the moisture content of the soil expressed in percent by weight as
LJ determined in the laboratory.
"Description and Classification" refer to the materials encountered in the test pit. The
`� descriptions and classifications are generally based on visual examination in the field and
laboratory. Where noted, laboratory tests were performed to determine the soil classification.
LJ The terms and symbols used in the test pit logs are in general accordance with the Unified
Soil Classification System. Laboratory tests are performed in general accordance with
applicable procedures described by the American Society for Testing and Materials.
60
"W" Indicates location of groundwater at the time noticed.
110
Indicates location of water seepage and the elapsed time noticed.
TERMS for RELATIVE DENSITY of NON -COHESIVE SOIL
.. Term
Very Loose
Loose
Medium Dense
Dense
too Very Dense
Standard Penetration Resistance "N"
4 or less
5 to 10
11 to 30
31 to 50
Over 50 blows/foot
•
low
TEST PIT LOG NOTES continued
no
TERMS for RELATIVE CONSISTENCY of COHESIVE SOIL
U.0 Term
Unconfined Compressive Strength
Very Soft
0 to 0.25 tons/square-foot
Soft
0.25 to 0.50 tsf
hw' Medium Stiff
0.50 to 1.00 tsf
Stiff
1.00 to 2.00 tsf
Very Stiff
2.00 to 4.00 tsf
�`'� Hard
Over 4.00 tsf
DEFINITION of MATERIAL by DIAMETER of PARTICLE
�+
Boulder
8-inches+
Cobble
3 to 8 inches:
Gravel
3 inches to 5mm
Coarse Sand
5mm to 0.6mm
Medium Sand
0.6mm to 0.2mm
Fine Sand
0.2mm to 0.074mm
Silt
0.074 to 0.005mm
Clay
less than 0.005mm
r
r
1r
.
to
No
M
r
A9
No
rr
W
W
to
trr
to
Ww
7n
1ri
%W
tv
to
%W
ri.
UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)
COARSE GRAINED SOILS
(Less than 50%fines. Fines are soils passing the # 200 sieve.)
GROUP SYMBOL
DESCRIPTION
MAJOR DIVISIONS
GW
Well -graded GRAVELS or GRAVEL -SAND mixtures,
less than 5% fines.
GP
Poody graded GRAVELS or GRAVEL -SAND muctures,
less than 5% fines.
GRAVELS
More than half of coarse fraction is larger
than No. 4 sieve.
GM
Silty GRAVELS, GRAVEL- SAND -SILT mixtures, more
than 12%firms
GC
Clayey GRAVELS, GRAVEL- SAND -CLAY mixtures,
more than 12% fines.
SW
Well -graded SANDS or Gravelly SANDS mixtures,
less than 5% fines.
SP
Poody graded SANDS or Gravelly SANDS mixtures,
less than 5% fires.
SANDS
More than half of coarse faction is smaller
SM
Silty SANDS, SAND -SILT mixtures, more than 12%
fines.
than No. 4 sieve.
$C
Clayey SANDS, SAND -CLAY matures, more than
12% fines
Note: Coarse -grained soils receive dual symbols if they contain between 5 and 12 percent fines.
FINE-GRAINED SOILS
(More than 50% fines. Fines are materials passing the # 200 sieve)
GROUP SYMBOL
DESCRIPTION
MAJOR DIVISIONS
MIL
SILTS, very fire SANDS, ROCK FLOUR,
Silty or Clayey SANDS
Silty
SILTS and CLAYS
Inorganic CLAYS of low io medium plasticity,
CL
Gravelly CLAYS, Sandy CLAYS, Silty CLAYS, Leon
Liquid limit less than 50
CLAYS
OL
Organic SILTS, or organic Silty CLAYS of low
Plasticity
MH
Inorganic SILTS, Micaceous or Diatomaceous fine
SANDS or SILTS, Elastic SILTS
SILTS and CLAYS
CH
Inorganic CLAYS of high plasticity, fat CLAYS
Liquid limit greater than 50
OH
Organic CLAYS of medium to high plasficity
PT
PEAT, MUCK, and other highly organic soils
Highly organic soils
Note: Fine-grained soils receive dual symbols if their limits plot left of the RX Line and have a plasticity index (PI) of 4 to 7
percent.
UNIFIED SOIL CLASSIFICATION SYSTEM
BergquW Engineering
Services
bw
A10
M
to
a
K�
..
av
fm
Poly sheeting
vapor barrier
Four -inch diameter, Nati a undisturbed soil
Schedule 40 perforated or Structural Backfill
PVC pipe sloped to drain
Mirafi 140N wrapped around
clean_ gravel
Tighiline roof drain Not to Scale
SCHEMATIC OF FOOTING DRAIN
Project Name: Proposed Pieper Short
Subdivision Bergquist Engineering For. Harry Singh
Location: TukAa, Washington Services BES Project Number. 00415-2
.Date: March 8 2005
to
Al 1
5� ff r [ [ e f I r C r r C r 6 0 0 0
PPRASTAB 3-08-05 11:14
250
230
a 210
aD
y--
_D
N _N
X
Q 190
170
150
0
PIEPER SHORT PLAT, TUKWILA, WA
10 most critical surfaces, MINIMUM BISHOP FOS = 2.409
20 40 60 80 100 120 140 160
X—AXIS (feet)
to
PROM
PIEPER SHORT PLAT, TUKWILA, WA
two 11
10
.0
200.0
11.0
11.0
200.0
22.0
d. 22.0
210.0
31.5
31.5
214.0
35.0
35.0
216.0
43.0
43.0
216.0
50.0
aw
50.0
220.0
56.0
56.0
230.0
61.5
61.5
240.0
65.0
tw 65.0
246.0
130.0
61.5
240.0
130.0
SOIL
b 2
138.0
140.0 1000.0
38.00
132.0
135.0 250.0
30.00
to WATER
1
62.40
3
.0 185.0
Li 61.5 220.0
130.0 245.0
CIRCL2
to 40
40
50.0
70.0
60.0
.0
.0
.0
im
M
cm
m
m
tm
FILE: PPRASTAB 3-08-05 11:14
200.0
1
210.0
1
214.0
1
216.0
1
216.0
1
220.0
1
230.0
1
240.0
1
246.0
2
249.0
2
240.0
1
.000
.0 1
.000
.0 1
a
ft
Al
t f [ r r
PPRASTAA 3-08-05 11:06
250
230
170
150
0
PIEPER SHORT PLAT, TUKWILA, WA
10 most critical surfaces, MINIMUM BISHOP FOS = 2.500
20 40 60 80 100 120 140 160
X—AXIS (feet)
0
PROFIL
PIEPER SHORT PLAT, TUKWILA, WA
°r
11
10
.0
200.0
11.0
11.0
200.0
22.0
e.
22.0
210.0
31.5
31.5
214.0
35.0
35.0
216.0
43.0
43.0
216.0
50.0
50.0
220.0
56.0
56.0
230.0
61.5
61.5
240.0
65.0
65.0
246.0
130.0
61.5
240.0
130.0
SOIL
t,
2
138.0
140.0 1000.0
38.00
132.0
135.0 250.0
30.00
WATER
1
62.40
3
.0 185.0
+�
61.5 220.0
130.0 245.0
CIRCL2
tn
40
40
1.0
43.0
43.0
.0
.0
.0
t^
1
KJ
CD
m
rm
0
FILE: PPRASTAA 3-08-05 11:06
200.0 1
210.0 1
214.0 1
216.0 1
216.0 1
220.0 1
230.0 1
240.0 1
246.0 2
249.0 2
240.0 1
.000 .0 1
.000 .0 1
125.0
.0
ft
Al
in
z c r f r r r r r r r r r i
PPRADYNA 3-08-05 11:18
250
230
170
150
0
PIEPER SHORT PLAT, TUKWILA, WA
10 most critical surfaces, MINIMUM BISHOP FOS = 1.668
20 40 60 80 100 120 140 160
X—AXIS (feet)
4
PROFIL
PIEPER SHORT PLAT, TUKWILA, WA
e' 11
10
.0
200.0
11.0
11.0
200.0
22.0
d+ 22.0
210.0
31.5
31.5
214.0
35.0
35.0
216.0
43.0
43.0
216.0
50.0
50.0
220.0
56.0
56.0
230.0
61.5
61.5
240.0
65.0
65.0
246.0
130.0
61.5
240.0
130.0
SOIL
b 2
138.0
140.0 1000.0
38.00
132.0
135.0 250.0
30.00
WATER
1
62.40
3
.0 185.0
61.5 220.0
130.0 245.0
EQUAKE
to .300
.000
CIRCL2
40
40
50.0
70.0
60.0
Ld
.0
.0
.0
0
r]
n
ta
K---]
FILE: PPRADYNA 3-08-05 11:18
200.0
1
210.0
1
214.0
1
216.0
1
216.0
1
220.0
1
230.0
1
240.0
1
246.0
2
249.0
2
240.0
1
.000
.0 1
.000
.0 1
ft
Al
64
[ I r r r r r r r r r r
PPRADYNB 3-08-05 10:55
250
230
a 210
y-.
OD �_
X
Q 190
I
170
150
0
PIEPER SHORT PLAT, TUKWILA, WA
10 most critical surfaces, MINIMUM BISHOP FOS = 1.502
20 40 60 80 100 120 140 160
X—AXIS (feet)
r
A
PROFIL
PIEPER SHORT PLAT, TUKWILA, WA
11
10
.0
200.0
11.0
11.0
200.0
22.0
..
22.0
210.0
31.5
31.5
214.0
35.0
35.0
216.0
43.0
43.0
216.0
50.0
50.0
220.0
56.0
56.0
230.0
61.5
61.5
240.0
65.0
65.0
246.0
130.0
61.5
240.0
130.0
SOIL
r.
2
138.0
140.0 1000.0
38.00
132.0
135.0 250.0
30.00
WATER
1
62.40
3
.0 185.0
61.5 220.0
130.0 245.0
EQUAKE
y�
.300
.000
CIRCL2
40
40
1.0
43,0
43.0
.0
.0
.0
we
m
d
m
m
r
r
FILE: PPRADYNB 3-08-05 10:55 ft
200.0 1
210.0 1
214.0 1
216.0 1
216.0 1
220.0 1
230.0 1
240.0 1
246.0 2
249.0 2
240.0 1
.000 .0 1
.000 .0 1
125.0
.0
A19
bw
c r I r r r r
PPRBSTAD 3-08-05 15:41
300
270
a 240
X
Q 210
I
180
150
0
r r r c c r
r r r r
PIEPER SHORT PLAT, TUKWILA, WA
10 most critical surfaces, MINIMUM BISHOP FOS = 3.873
w1
30 60 90 120 150 180 210 240
X—AXIS (feet)
A
PROFIL
PIEPER SHORT PLAT, TUKWILA, WA
17 15
.0
200.0
10.0
10.0
200.0
70.0
.r
70.0
210.0
100.0
100.0
220.0
125.0
125.0
230.0
154.0
154.0
240.0
167.0
bw
167.0
244.0
192.0
192.0
244.0
193.0
193.0
238.0
193.5
193.5
232.0
208.5
208.5
232.0
209.0
209.0
238.0
209.5
.,,
209.5
244.0
210.0
210.0
246.0
226.0
226.0
246.0
240.0
154.0
240.0
193.5
209.0
240.0
240.0
SOIL
2
138.0 140.0 1000.0
38.00
132.0 135.0 250.0
30.00
WATER
1 62.40
7
.0
190.0
10.0
190.0
khj
70.0
200.0
125.0
218.0
154.0
230.0
`i
167.0
232.0
240.0
232.0
EQUAKE
.300 .000
to
LOADS
1
193.5
208.5
1000.0
6-
CIRCL2
40 40
1.0
165.0
160..0
b„
.0
.D
.0
an
•
FILE: PPRBDYND 3-08-05 15:39 ft
200.0 1
210.0 1
220.0 1
230.0 1
240.0 1
244.0 1
244.0 2
238.0 2
232.0 1
232.0 1
238.0 1
244.0 2
246.0 2
246.0 2
246.0 1
240.0 1
240.0 1
240.0
.0
.0
.0 1
.0 1
and
A23
[ t [ [ [ [ [ r
PPRBDYND 3-08-05 15:39
300
270
a 240
X
Q 210
I
180
150
0
PIEPER SHORT PLAT, TUKWILA, WA
10 most critical surfaces, MINIMUM BISHOP FOS = 1.760
N1
30 60 90 120 150 180 210 240
X—AXIS (feet)
A
PROFIL
PIEPER SHORT PLAT, TUKWILA, WA
" '' 17
15
.0
200.0
10.0
10.0
200.0
70.0
.. 70.0
210.0
100.0
100.0
220.0
125.0
125.0
230.0
154.0
b, 154.0
240.0
167.0
167.0
244.0
192.0
192.0
244.0
193.0
193.0
238.0
193.5
No 193.5
232.0
208.5
208.5
232.0
209.0
209.0
238.0
209.5
209.5
244.0
210.0
210.0
246.0
226.0
226.0
246.0
240.0
154.0
240.0
193.5
209.0
240.0
240.0
SOIL
2
138.0
140.0 1000.0
38.00
132.0
135.0 250.0
30.00
WATER
y� 1
62.40
7
.0 190.0
10.0 190.0
70.0 200.0
125.0 218.0
154.0 230.0
r•+ 167.0 232.0
240.0 232.0
LOADS
� 1
193.5 208.5 1000.0
CIRCL2
40 40
1.0 165.0 160.0
.0 .0 .0
m
or--]
FILE: PPRBSTAD 3-08-05 15:41 ft
200.0 1
210.0 1
220.0 1
230.0 1
240.0 1
244.0 1
244.0 2
238.0 2
232.0 1
232.0 1
238.0 1
244.0 2
246.0 2
246.0 2
246.0 1
240.0 1
240.0 1
240.0
.0
Sk,
.0 1
.0 1
A21
he
faw NOTES
A22
City of Tukwila
Department of Community Development
6/1/2016
HARRY SINGH
13409 SE 237 ST
KENT, WA 98042
RE: Permit No. D 15-0020
SINGH RESIDENCE - LOT 2
5142 S 172 LN
Dear Permit Holder:
Allan Ekberg, Mavor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 7/20/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/20/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
141M 116 r14 11
Rachelle Ripley o
Permit Technician
File No: D15-0020
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Department of Community Development
July 9, 2015
HARRY SINGH
13409 SE 237 ST
KENT, WA 98042
RE: Application No. D15-0020
SINGH RESIDENCE - LOT 2
5142 S 172ND LN
Dear HARRY SINGH:
Jim Haggerton, Mayor
Jack Pace, Director
Permit application D15-0020 for the work proposed at SINGH RESIDENCE - LOT 2 (5142 S,172ND LN) has not been issued by the
City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing
Code and/or the National Electric 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 RECEIVED and is due to expire 08/28/2015.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) If the plan review is completed for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 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 mail.
In the event that your permit is not issued, we do not receive your written request for extension, or your 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, ��UL
Bill Rambo
Permit Technician
File No: D15-0020
MW
6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
March 18, 2015
HARRY SINGH
13409 SE 237 ST
KENT, WA 98042
RE: Correction Letter # 2
COMB OSFR Permit Application Number D15-0020
SINGH RESIDENCE - LOT 2 - 5142 S 172 LN
Dear HARRY SINGH,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments.
• The maximum building footprint for this parcel is 2,275 sq. ft. - the area calculated based on the foundation plan,
found on sheet 2 of 7 is 2,359.5 sq. ft. or 84.5 sq. ft. in excess of the maximum building footprint. The structure
size must be reduced to meet the requirements of TMC 18.10.057.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. D15-0020
630n Southeenter Boulevard ,Suite #100 • Tukwila WashinQtnn 98788 9 Phone 206-437-3670 • Far 2n6-437-3665
City of Tukwila
Permit application # D15-0020
Lot # 2 - 5142 S. 172nd In.
Building Dept.
1) SEE REVISED FASTENER SCHEDULE ON SHEET A-2
2) SEE SHEET 1 OF 7
3) SEE SHEETS 3 & 5 OF 7. SEE REVISED WINDOW SCHEDULE ON SHEET A-2
4) PER ENG.
5) SEE SHEET 3 OF 7
6) SEE SHEET 3 OF 7
7) SEE SHEET 6 OF 7. SKYLIGHT HAS BEEN CHANGED & DETAIL ADDED
8) SEE SHEET A-1
9) SEE SHEET A-1
10) PER CLIENT
11) SEE SHEET 5 OF 7
12) SEE SHEET A-1
Planning Dept.
1) SEE SHEET A-1
2) SEE SHEET A-1 REVISED SITE PLAN
3) SEE SHEET A-1 REVISED SITE PLAN
4) SEE SHEET A-1 HEIGHT CALCS. SHEETS 1 & 7 OF 7 REFLECT. ALL DIMENSIONS SHALL SUPERSEDE
SCALEED
5) SEE SHEET A-1
PW Dept.
1) SEE SHEET A-1
2) SEESHEETA-1 CORRECTION
3) SEE SHEET A-1 LTR#
--1
4) SEE SHEETA-1 RECEIVED
CITY OF TUKWILA
✓a .
MAR 10 2015
PERMIT CENTER
City of Tukwila
Department of Community Development
February 26, 2015
HARRY SINGH
13409 SE 237 ST
KENT, WA 98042
RE: Correction Letter # 1
COMBOSFR Permit Application Number D15-0020
SINGH RESIDENCE - LOT 2 - 5142 S 172 LN
Dear HARRY SINGH,
Jim Haggerton, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current
signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current
signed stamp -seal.
(BUILDING REVIEW NOTES)
1. Notes, fastener schedule and details on sheet A-1 indicate or reference to outdated 2009 building codes. Just
changing the code reference to 2012 is not sufficient for compliance. Please revise all code notes, tables and details
to show compliance and consistency with current 2012 codes. (IRC R105.3 & R602.3)
2. Revise elevation sheet #1 to show elevations as North, South, East and West.
3. Specify on the plans egress windows for Guest room, Bedroom #2 and Master bedroom.
4. In addition to the engineering calculations provided, architect and/or engineer producing the plan design and
engineering plan sheets shall wet stamp and sign (not copies) minimum of two copies of each plan set sheets.
5. Show combustion air from the outside provided for the fuel burning appliances located in the garage and
specifies type and size of openings.
6. On the plan #3 specify the garage door to be provided with self -closing device.
7. The roof plan shows two skylights side by side. Provide an elevation detail for the skylight framing. Provide a
manufacturers detail or specify method of flashing where the two skylights join together to prevent moisture from
entering the building.
8. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. A
discharge system shall generally be separate from the roof drain system. Coordinate any combined discharge
systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit
specifications and dimensions or where the discharge pipe shall terminate to an approved culvert with screening.
The intent is that groundwater will not accumulate in the crawl space. (IRC R401.3, R405.1, R408.6)
6300 Southcenter Boulevard Suite #100 9 Tukwila Washinntnn. 98188 • Phnn.e 206-4.31-3670 • For 206-437-3665
9. Provide elevation benchmarks for the site with finish floor elevation shown in relation to street elevation and/or
corner lot benchmarks. This is to verify height of the lot shall be graded to drain surface water away from exterior
foundation and allow sufficient drainage for footing drains. The grade shall fall a minimum of 6 inches within the
first 10 feet. (IRC R401.3)
10. Provide a Geotechnical site soils evaluation report by a registered geotechnical engineer. Evaluation shall
include the determined load -bearing values of the site soils for footing design requirements and shall specify
recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing
bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations.
11. Provide deck cross section details to show method of flashing to prevent moisture damage at exterior walls and
post, flashing at door threshold, show deck edge flashing, deck exterior framing, decking/deck-coating type
materials, guardrail details, column details and exterior finished under deck and column trim specified.
12. Provide on a cover sheet or site plan (same size of the plan set 2406) with building statics or information
indicating the type of residence (R3), building code references, energy codes, Tukwila city codes, designer and
engineer, sprinkled, and parcel with lot number to include any other related building information. Include a City of
Tukwila vicinity map where this lot is located. Much of the review memo request indicated in #8 and #9 above may
be included on this sheet.
PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments.
• 1. The site plan shows structures extending into the 5 foot side yard setbacks on both the east and west side of the
house - these are not permitted. Only eaves may extend two feet into the side yard setbacks.
2. The site plan states that the west side yard setback is 8.6 ft. - I measure 6 feet on the 1"=20' scale.
3. Please correct the site plan when revising the building plans to remove the structural extensions into the side
yard setback.
4. I measure 32 feet at the ridge point - please confirm that the structure complies with the 30 ft. maximum height
standard.
5. A condition of approval for the short plat is the planting of a street tree for each lot. Please show on the site
plan where the tree will be located.
PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments.
• CITY OF TUKWILA
PUBLIC WORKS DEPARTMENT
REVIEW COMMENTS
www.tukwila@tukwilawa.gov
Development Guidelines and Design and Construction Standards
DATE: February 24, 2015
PROJECT: Singh (SFR) Lot 2 at 5142 S. 172nd LN
TL no. 812520-0235
1st Review Comments
PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding
the following conunents. David.McPherson@TukwilaWA.gov
1. Revise site plan to include (1) show & label water meter and service line to new house (2) label water meter size
(3) show and label sanitary side sewer to new house (4) show and label drainage flow arrows and downspout
connection(s) to storm drainage system (5) F.F. elevation.
2. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge
pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and
downspouts are sharing a single discharge pipe.
3. NOTE: If water meter for the new house is 3/-inch then the house fire sprinkler system shall be designed by a
Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Project 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.
6300 Southeenter Boulevard Suite #100 • Tukwila Washinntnn. 98IRR 9 Phnne 206-431-367n • Fax 206-437-3665
4. NOTE: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site
storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated polyethylene pipe with a
minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall
not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the
lowest footing drain.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. D15-0020
6300 Southcenter Boulevard Suite #100 9 Tukwila Washinnton. 98188 • Phone 206-431-3670 9 For 206-4.31-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0020 DATE: 07/08/15
PROJECT NAME: SINGH RESIDENCE
SITE ADDRESS: 5142 S 172 LN
Original Plan Submittal
X Response to Correction Letter # 2
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Building Division 13 Fire Prevention ❑ Planning Division I
Public Works ❑ Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 07/09/15
Not Applicable ❑ Structural Review Required ❑
(no approvallreview required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 08/06/15
Approved
0
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Approved with Conditions
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D 15-0020
DATE: 03/10/15
PROJECT NAME: SINGH RESIDENCE - LOT 2
SITE ADDRESS: 5142 S 172 LN
Original Plan Submittal
X Response to Correction Letter # 1
DEPARTMENTS:
Revision # before Permit Issued
Revision # after Permit Issued
B i ding Division Fire Prevention ❑ Plannmgtivision
Npinorks Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 03/12/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 04/09/15
Approved ❑ Approved with Conditions ❑
Corrections Required ❑kf
(corrections entered in Reviews)
Notation:
Denied ❑
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping 2/11"Pw ❑ Staff Initials: OKI
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0020
DATE: 01/28/15
PROJECT NAME: SINGH RESIDENCE - LOT 2
SITE ADDRESS: 5142 S 172 LN
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
BuilMng Division Fire Prevention Planning Division
01
-Dfm a 1- -115
Public Works Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 01/29/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
DUE DATE: 02/26/15
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: — J G��
Departments issued corrections: Bldg— Fire El-- PingNPW � Staff Initials:
12/18/2013
City of Tukwila REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: ZPlan Check/Permit Number: — 15 (o 2-6
❑ Response to Incomplete Letter #
Response to Correction Letter # RECENM lKUUtI �
❑ Revision # after Permit is Issued �,
❑ 1UL Revision requested by a City Building Inspector or Plans Examiner
P4MMIT CENTr=P
Project Name:
Project Addre
Contact Person: -Phone Number: ����-7d5 7
,old 14 cl)-e / �" 11"7 Li :7 -'A Z,/,�-'
Sheet Number(s):
"Cloud" or highlight all areas of revision
Received at the City of Tukwila Permit Cei
❑ Entered in TRAKiT on
r,.
LA, w City of Tukwila
k Department of Connnunity Development
-� 'G) 6300 Southcenter Boulevard Suite #100
wni 1 Tukwila, Washington 93133
' Phone: 206-431-3670
7908 Fax: 206-431-3665
Web site: hae.-Mvurw.d.l tkwila.wa.its
REVISION SUBMITTAL
Revision submittals trust be submitted in person (it the Permit Center. Revisions will not be accepted through
-- - - the nail, ficr, e[c- - — - - —
Date:
❑ Response to Incomplete letter #
Plan Check/PermitNumber: D15-0020
® Response to Correction Letter # I
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Singh h Residence —Lot 7
Project Address: 5142 S 172 Ln.
Contact Person:
Summary of Revision:
Phone Number:
_ 'REGEMW
MY OF TUKWU
PAR 1.0 2015
Sheet Number(s):
"Cloud" or hibhlight aIt areas of revision includim; date of rev 'ot
Received at the City of Tuk,,vi la Perm it Center by:
Entered in TRAKiT on �i.U'"
pplicationsWorms-applications on linclrevision submittal
Created: 8-I3-2004
Revised:
3460 S 148th Suite 100
E Seattle, WA 98168
Phone: (206) 242-3236
Fax: (206) 242-1527
CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY
Residential. $ 50.00 Commercial. $100.00
9.0 Certificate of Sewer Availability OR (', Certificate of Sewer Non -Availability
Part A: (To Be Completed By Applicant)
Purpose of. Certificate:
[Building Permit ❑ Preliminary Plat or PUD
❑ Short Division ❑ Rezone ❑ Other F
Proposed Use: ❑ Commercial
[residential Single Family ❑ Residential Multi -Family ❑ Other
Applicant's Name Phone Number 0667-26�-7G �
Property Address Tax Lot Number g ZS2 _Z35
Legal Description (Attach Map and legal Description if Necessary);
Part B: (To be Completed by Sewer Agency)
a. A Sewer Service will be provided by side sewer connection only to an existing size sewer
afeet from the the has
site and sewer system the capacity to serve the proposed use.
OR ❑ b. Sewer service will require an improvement to the sewer system of:
❑ (1) feet of sewer trunk or lateral to reach the site; and/or
❑ (2) The construction of a collection system on the site and/or
❑ (3) Other (describe) F_
2. Must be completed if 1. b above is checked
a. The sewer system improvement is in conformance with a County approved sewer comprehensive
plan,
OR (` b. The sewer system improvement will require a sewer comprehensive amendment.
3' a. The proposed project is within the corporate limits of the District, or has been granted Boundary
Review Board approval for extension of service outside the District.
OR (` a. Annexation or BRB approval will be necessary to provide service.
4. Service is subject to the following;
Permit $ too
a. District Connection Charges due prior to connection:
GFC: $ g = SFC: $dam Unit: $ Total $—
/\14-C -f'�cfc GLah,e (Subject to Change on January 1st)
Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection
Charge may be due upon connection to sewers.
RECEIVED
CITY OF TUKWIL
b. Easements: ❑ Required M May be Required
c. other��b I 8 2015
I hereby certify that the above sewer agency information is true. This certification shall be vali orlone y
from the to of signatur .
BY Title �� g Date l 1 t
r , y
CITY OF TUKW/L Permit Ce1 3uilding Division:
Community Development Department 206-431-3670
Permit Center Public Works Department:
6300 Southcenter Blvd.; Suite 100 206-433-0179
Tukwila, WA 98188 Planning Division:
206-431-3670
CERTIFICATE OF WATER AVAILABILITY
Required only if outside of City of Tukwila Water District
PERMIT NO.:
Site Address: 51 XX S 172nd Ln lots 2, 4 & 6 (attach map and legal description showing hydrant location and size of main):.
owner Infor a
t h ., � �
Agent%ContaQ 9 a.^ a e���1g?� �'"`n; �` e �� m •,. ' h xi � j%3,.
Owner Name:
Harry Singh
Agent/Contact:
Owner Address:
5140 S 172nd Ln., Tukwila, WA 98188
Agent Address:
Owner Phone:
206-261-7657
Contact Phone:
This certificate is for the purposes of:
91 BUILDING PERMIT
❑ COMMERCIAL INDUSTRIAL
3 New SFR
❑ PRELIMINARY PLAT
❑ REZONE
Estimated number of service connection and water meter size(s): Three V
❑ SHORT SUBDIVISION
❑ OTHER
meters
Vehicular distance from nearest hydrant to the closest point of structure is Lot 2 - 55'+/-. Lot 4 - 55'+/-, Lot 6 - 55'+/-. See
attached map.
Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT
Owner/Agent Signature Date
w
;y-<�Ys k d .. °•�`.`r � �F„ c e? `' TR 5n1 p k -.i� �rf .,fY'i x u.:'ti�'*.. ��. "Pb}A,�',�,,M i� +C."r.
1. The proposed project is within TUKWILA /King
2. �/❑ No improvements required. (City/County)
3 • The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
'fixture count forms approved by the City of Tukwila Building Department needed to receive reduction in number of ERU's charged for 1"
vater meters.
4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1000 gpm
at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations.
Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may
not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific
water pressure/flow information available for Customer's intended use. The general information provided by the District is not
intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer
is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's spg�ififl.- D
needs. 11 ff Ct
CITY OF TUKWILA
5. Water Availability:
0 Acceptable service can be provided to this project JAN 2 8 2015
❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met, PERMIT CENTER
❑ System is not capable of providing service to this project
1 hereby certify that the above information is true and correct, bpsed,,on the best available information.
HIGHLINE WATER DISTRICT / 206-824-0375 By
Agency/Phone 1E Y DOGINEER
D to
DISTR
Test Report Print Title for Pieper Short Plat
ID Static Demand
(gpm)
35521 0.00
Static Pressure Static Head Fire -Flow Demand
(psi) (ft) (gpm)
125.94 535.65 1,000.00
Date: Tuesday, January 13, 2015, Time: 13:37:05, Page 1 taken from node at H3177
Residual Pressure Available Flow at Hydrant Available Flow Pressure
(psi) (gpm) (psi)
105.14
20.00
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Departrinent of Natural Resources and Parks
Wastewater Treatment Division
KingCounty
Residential Sever Use Certification
Sewage Treatment Capacity Chzarg
To, bc,, coil' pleted for all new sewer- cor':,) 7'13,•+E Y,-�i1Y9ma,m
connections, or, change of use of existinr.� conr7ec:ri „s.
This form does not apply to repairs or repl_: ,; rnents of
existing sewer ccnnections within five yea::: of tisconnect.
Please Print or Typr''
Property Street Address
_T_�t c _ —
City State ZIP
7�
Owner's Name'
r-- < '>7 f
Owner's ~hailing Address
City State ZIP
z6g "Z<9 (- -� 65-.7
Owners Phone Number (with Area Code)
Property Contact Phone Number (with Area Code)
Party to be Billed (if different than Owner):
Name
Street Address
For Kind County Use Only
Accou`'t''
No. of {,: t::,::
Month;,
Sewer D+'s+:rict / gency Contact & Phone Number
Date of Sewer Connection
Side Sewer Permit Number
Required: Property Tax Parcel Number 2-52602-3s
Subdivision Namd Subdivision Number
Lot Number Block Number
Building Name
City State ZIP
Residential Customer Please report any demolitions of pre-existing
Please check appropriate box: Equivalent (RCE) building on this property. Credit for a demolition
Single-family (free standing, detached only) 1.0 may be given under some circumstances.
Multi -Family (any shared walls):
Duplex (0.8 RCE per unit)
1.6
D 3-Flex (0.8 RCE per unit)
2.4
4-Plex (0.8 RCE per unit)
3.2
5 or more (0.64 RCE per unit)
No. of Units _ x 0.64 =
_i Mobile home space (1.0 RCE per space)
No. of Spaces x 1.0 =
If Multi-famit will units b� sold individuall ? I Yes
U No
Demolition of pre-existing building? O Yes r—i'No
Was building on Sanitary Sewer? ❑ Yes %rNo
Was Sewer connected before 2/1/90? ❑ Yes -_::�!No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit Bc "Ilil lg Wdings?
[IYes El No CITY OF TUKWILA
y, y .
If yes will this property have a Homeowner's Association? rf Yes ✓No
,BAN 2 8 21
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities sha11 tCt°to9Lp!tyRrge.
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
billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740.
1 certify that the information given is correct.A unders and at he capacity charge levied will be based on this information and
any deviation will require resubmission of c r e I ata o etermination of a revised capacity char
Signature of Owner/Representative_ _ Date
Print Name of Owner/Representative
CITY OF TUKWILA Permit Center/Building Division
206 431-3670
• Department of Community Development Public Works Department
• 6300 Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179
Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division
• .: 2o6 481-3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
PERMIT NO: m Is r� ^y ov-�o
STATE OF WASHINGTON)
ss.
COUNTY OF KING )
A"":,� ^ , states as follows:
please print name]
1. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.27.ogo applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090,
I consider the work authorized under this permit to be exempt under number -LL, and will therefore
not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under ste law in any decision
rk
to engage an unregistered contractor to perform construction work./ -I /
Owner/Owner's Agent* f
LAURIE A. WERLE
NOTARY PUBLIC Signed ano sworn to before me this
STATE OF WASHINGTON
COMMISSION EXPIRES � day of �L , 20 l�
MAY 29, 2018
N 4�VTTIZIIri'
n and for the State of Washington
Residing at A// n � I , County
Name as commissioned:
My commission expires:
18.27.000 Exemptions. The registration provisions of this chapter do not apply to:
1. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
2. Officers of a court when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when performed by an owner or lessee;
5. The sale of any finished products, materials, or articles of
merchandise that are not fabricated into and do not become
a part of a structure under the common law of fixtures;
6. Any construction, alteration, improvement, or repair of
personal property performed by the registered or legal
owner, or by a mobile/manufactured home retail dealer or
manufacturer licensed under chapter 46.7o RCW who shall
warranty service and repairs under chapter 46.7o RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site or
reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or consuming
them in the performance of, the work of the contractor;
9. Any work or operation on one undertaking or project by
one or more contracts, the aggregate contract price of
which for labor and materials and all other items is less
than five hundred dollars, such work or operations being
considered as of a casual, minor, or inconsequential nature.
The exemption prescribed in this subsection does not apply
in any instance wherein the work or construction is only a
part of a larger or major operation, whether undertaken by
the same or a different contractor, or in which a division of
the operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or that
he or she is qualified to engage in the business of
contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
by a registered contractor;
11. An owner* who contracts for a project with a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
12.* Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
13. An owner* who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of the
state of Washington or licensed by a political subdivision of
the state of Washington while operating within the
boundaries of such political subdivision. The exemption
provided in this subsection is applicable only when the
person certified is operating within the scope of his or her
certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile/manufactured home dealer or manufacturer
who subcontracts the installation, set-up, or repair work to
actively registered contractors. This exemption only applies
to the installation, set-up, or repair of the
mobile/manufactured homes that were manufactured or
sold by the mobile/manufactured home dealer or
manufacturer;
18. An'entity who holds a valid electrical'contractor s'
license;under chapter i9:28 RCW;thabemploys a certified
journeyman electrician, a certified residential specialty
electrician, or an electrical trainee meeting the ;
require ents of chapter 19.28 RCW to perform plumbing
work tltt is incidentally, directly, -and immediately
appropM%teA,eAh'e%IiRe-in=kiiid feplEf6elffie&ofiIf8usehold
appliance or other small household utilization equipment
that requires limited electric power and limited waste
and/or water connections. An electrical trainee must be
supervised by a certified electrician while performing
plumbing work.
*Per Washington State Department of Labor and Industries lessee has
been interpreted to be equivalent to owner for purposes of exemptions.
Al L
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•
These plans have been reviewed by the Public
Works Department for conformance with current
City standards. Acceptance is subject to errors and,
omissions which do not authorize violations, of
adopted standards or ordinances..The responsibility
for the adequacy, of the design rests totally with the
designer. Additions, deletions or revisions to these
drawings after this date will void this acceptance
and will require a resubmittal of revised drawings
for subsequent approval.
VENTILATION
r�T /� �T Final acceptance is subject to field inspection by
� ��J 1V.�� -PION V L-+llol TILATI O � the Public Works utilities inspector.
Date: BY:
L.DiNG pIVIS1G�
f/
TABLE R602.3(l) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
DE SCRIPTION OF BUILDING NUMBER AND. TYPE1
ITEM SPACING OF FASTENERS
ELEMENTS OFFASTENERalkc
-CAL
Roof MECHAN1.
Blocking betweenjoists or rafters to top sbLlb FUtL,.*BQRNiNG. APPLIANCES�_-,..;:��.�
3-8d (21L," x 0. 113")
i�biid fUe burning .';'cipplidno
n'tidd6..*6irtight;�-stoves,*--.f re
plate, toe nag
I places,..-.
01 flrdpldcd�:,- n
2 Ceilingjoists to plate, toe nail 3-8d (21/2- x 0. 113-)
1;-ists not attached to arallel railer
3-10d Project Inforriation uonracr information
I Ic -30.. R-1 0
R-49 or R-38
UnImtd 0.30 0.50
`h 201'1. R .. .. . ... . , , v* Adv
n - 9 -21 Int.
U less .-.'a th 6rWi6q..�pd.6p t un -County, oil ;Sollu -luel urpj 'J'.UFF 'J"
laps over partitions, face nail R-38 R R
W/ TB
t'. sh" (I --comp y.'-*Ith
777
f
-13 bait interior vvith R-5 continuous insulation (0).
Inote c-R-21 equivalent may be R-15 interior rigid continuous insula
/4" x 20
ace nag or I
Collar t]ie to rafter, f
tion (ci), OR. R
tra
4 p I :f I I -ix
% foo
gage ridge s
3 0d(Yx0.129")
'With*-hd'atifin-...*fci'cllitie'§:.::Cdb,a"le a
. I - - . - , - .: - '.: footnote i--Vaulted ceiling requirement applicable to single joist or rafter cet ing cavity, not scissor trusses.
;4 ;M11A 'i ii. C till: K'a 'k�Aod�fi � 6 : . . : .. . : .. - .. .. - .* :.
W Ty U Heat Pump
he.'flo' Heatinq System Tyne: *AJ1 Other Systems
or -.In'-: a
/2" nri all taili iri'd -664` t
2 toe mils on one side and I toe
"instructions".
To see detaled instructions for each section, place your cursor on the word
II.�ihcbItcbIe:rbonn*s:
3-16d box nails (31
atdd'.wIthIri*.Jhe';.bulId ng..
0.135") or 3 mdfit,"'106
5 Rafterorrooftruss to plate, toenail nail on opposite side ofeach -6 1: b U rb" I n g a q'u I p"'
-10d Design Temperature
common nails S
-.:7---. 7:��,'_ 7 7 7
rafter or trussi 16p�e*-'-(c6ri�tWdtb,d. :under, Instructions 7 Design Temperature Difference (AT) 46
i..A4 mnrw
0 6�,.I�-: f 4 ,
148")
yes,
Prescriptive compliance: Zone 4 Marine _(�oodframed building) _ R402.1.1
no . ,
U-F actor or Total
UA Equivalent complia
ce '3 / R402.1.4
R402.1.
0 ening
P
Glazing and Door
ceiling Insulation
Above
Below Grade
Floors
area
I U-Factor
footnote I
Grade
(footnote c)
Wall (over
Slab on
vertical
Ove I rhead
attic
vaulted
of -floor
Wall
unheated
interior exterior area)
Grade
area
R-21
Proposed
enter values as applicable:
Attic
vaulted
Walls
Below Grade Walls
Floors
Slab
component
R-49 or R-38 Adv
R-38,
R21
R21.
-10
1
R-30
R10
values
0.300
0.500
0.026
0 (Inn
n 11-1
n
- _ _.
0_164
0-029
0-54
%ov LA I
AT Indoor(70 degrees) - OutdoorDesign Temp
VELOPE'1he-
to ridge, valley or .�146
-16 : --.� _. .
hip rafters: 4 d (3/2" x 0. 13 (046,.'EN. e
Roofrafters '. : "..1% " %. : ... ' Areal of Building
'd'spaaeS'. 'a
--c n
a" t y. may'.
6 toe nail face nail 3-16d (3112" x 0.135') ditl'o' hr�Ugh whi6�:`Jh 'irmal rWHOLE HOUSE VENTILATION. SYSTEMS
enclose
7hole house ventilation system
that will be used. (graphic representations shown on page 8)
t" §fe�dd Ao.:or -frbh1:.--tfie--exter or-'.. Conditioned Floor Area Select the
Instructions Conditioned Floor Area (sq ft)
wall
m 9
du ttide',the'. bull din'
Conditioned Volume
7 Built-up studs -face nail 24" O.C.
I Od Q x 0. 128")
. .. . . . ;. - ., I ... - . - : .W.. , ... . . , , , i. , Average Ceiling Height ilation system,""Iocal exhaust ventilation" is required
enviel of:,:.: :7 - '. " , !,* -:: "::
Abutting studs at intersecting wall comers, :, 1 Instructions 27,353 NOTE: In addition to the required "whole house venti
........ Average Ceiling Height (ft) 01, . I
8 16d (31/2" x 0. 13 5 12" o.c. ..,Ductw&k;� location --dh t�.,.sourbe of.'co,r,ti6:U'6tl6wn.-�::dir.':'refer...*;�.- C,
each kitchen, bathroom, water oset. laundry room, indoor swimming pci spa, and other rooms,.�here
face nag in
U-Factor X Area UA
exce S water vapor or cooking odors may be present
11":bd:: Ist6d i
9 Built-up header, two pieces with c'.. 1 ' ' 3�d* l6bisl6d �tby: a '4,o'gehdy..; a n...' Glazing and Doors
I/Y'spacer 16d (31/y' x 0.135") 16" o.c. alongeactiedge ri re) ve d Instructions
...All:: worrh a CfM
0.30 186.00 _T
LOCATIC I OF WHOLE HOUSE FAN SIZE
16" o.c. along each edge,
10 continued header, two pieces 16d (3'/Y', 0. 13 5 .3
Area UA . .....
'in er e, c6hflned .-soacdd;thall. U-Factor X
osets,.:'a coves a Skyliq
Applich'64s"I t* "ided fdri6stbliatl6ri: ih* .61 hts
J, 2012 International Residential Cc e Table M1 507.3.3(l) (continuously operating systems)
to -be-. use
4-8d (21/2" x 0.113-)
Continuous header to stud, toe na & 0.50 8.00
Instructions d
24" o.c.
10d (3" x 0.12811) N'o':*.'w'c'riii-t�.aie..','wfUeno66 so-d.w'df ",'desl§ne d'
n: a,. room;u Insulation
bid,don�,`-,.-bd hr( Attic U-Factor X Area UA MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR. LESS, Qr
12 Double studs, face nail
n y
ace nail I Od (3 x 0. 128 24" o.c. --bI6ief.-or'Jn ;dh�` iihcloi�d
c-� a r t ),am;:..
13 Double to
--�:thr'6ugh,,.;suc .,:room' ept','dIrboV-v'e -.-.4d'Hiaces,:.6ncI6ie& f66 as* and
p plates, f
h"' r dpccej,,,qxc nt V
Instructions 0.026 57.38
Double top plates, minin= 24- inch offict R-49 Number of Bedrooms
'A6ctrIc'-..fiddt1n*g Jdrna.. ff
14 8-16d (3 1�2" x 0. 135
.2 3 4
i er'. 5 6 7 >7
a worm.!,�d r,:. urnace sh6l1t':b'dw-. Ms a o . ..:
:`N '' ' t'' ''"'t'1210w'd - - "; UA Floor Area (sq.ft.) 0
ofend joints, face nail in. lapped area 'v. . - - : - - '.
iabl�oye Single Rafter or Joist Vau!!e U X Area
15 Sole plate to joist or blocking� the 16d (31/2" x 0.05") 16"'o.c. . . , I . .. I . I I I ' . ' ' " L * *, * ", * *",' _f ' .'.. - " - I" IL ed,cel!!ngs "' ... . I. -Factor
e nail a' "iceiii".1h'stal ec 'with"b-milrilrnum- clear: -w6rW4',-.sP 0M ass: No selectio 0 1500 30 30 45 45 60 60,, 75 75 go
tha:Jurnace:-or .. urni n
h. n,,. ... .. ..
5 76 90 90. 105
Sole plateto in onq*-th'ci*.sidds,t".-
16" O.C. yrnace 1501 to.3000 4 60 60
joist or blocking at braced wall ba`ck`dn'd'-- 6 45
16 3-16d (3 1/y' 0. 135") p: o f
Jhan�' 3 P
60 75 go 90 .105 105 .1
panels M ip'g": ----------- ---------
.!�petro il 6t:. a Inst@1
plionces--sli'd ln b a Above Grade Walls. --.-Figure 1) U-Factor X Area UA 75
60
Instructions 4500
[�, 105L 0 L
migh;,t.,*c*o`II,e"i , ... . .. *-,.,.:*.-.,.-,.:��:..:,-.` - .,. 1._,
3-8d �21/2" x 0. 1. 13") or basement�i..-.'6r,�simildr*.:Io'c*a'tion...-:w ere --he6vk�;-4'thdn 0.056 21.06 3001 to
r -to 6000 75 12
90 105
120
.4501 75 90 135
2-16d (3'/2" x 0.135") ance6*.-- -!;b6-. iris
17 Stud to sole plate, toe na t ill6d
U-Factor X Area UA go go L 105 L
o . r , �.b. a W s emen t. :u nles . s;,such"'I': ti n:-.Is�.`0fov1ded with..an Floors 500 105 120 135 150 L
coo c ---- --
space'. 6001 to 7
d
an q. Instructions 165 L
.:MU L Y..
Official
>t- 7501
'. ..: I , , ", 120
Top or sole plate to stud, end nail b" -gas. t. b6' gr' t d'b 0.02 64.00
2-16d (3'/2" 0. 135")
n urne A0 R-30 150 .1-50
18 means 135.1 135
A05 105 .120'
Top plates, laps at comers and intersections,
19 2-10il (3 0.128")
face nag Below Grade Walls (see Figure 1) U-Factor Area UA
11,�:.��i ---- - ---- ----- _ -, ,�-.-- !,-!:=.'.' I— -
--a.. garage - an genera as .0..'-. 7 �,:7
select R-value N
2-8d (21/2" x 0. 113")
ng.;andt.:.do'oIIng,.bqUipmeh :'i" Aed 'I d 'which Instrurtions
Heatl i'. coo n. L.... o selection
'"drk...or.. ame capa
g ow fl Abrfima W.vaoors 'shall .-:.be .:irit;tcIIed`.:.
Bpi
ace nail
e emen
a,
a X 'd b�mers -or:. ea
stud and plate, f t F-Factor X Length
20 1" br ce to each .'With !.ih e..I: 0116W.'an h" ting s: and. wltche� abov UA E
Slab Below Grade (see NERGY CREDIT OPTIONDESCRIPTIONS
2 staples I
�,the'.: floor:- eve Irstructions No selectio
..... ... n
2-8d(2'/," x 0.113")
Selmt condrdoning
in& face rail _,L.�_,1_a_P1S I :Building EnVblb -38, sl;�bs R-
2 staples I amper n .110. Efficient pe .1a: Table R402.1.1 Prescriptive,compliance with openings U 0.28, floor R
21 'dt " 6 'V6d:hot ln'- dir'Aubt6. passing...throug th6,'wwo 1,..fioor, Mr-�
I x 6" sheathing to each beari F-Factor X Length UA
Grade (soe!7 rim I eter and on ab, OR Tota
P go age -', " ; .:, : . - tL UA reduced
-';:or celit dr6tin6'-:6 -resld6h'd�:,(Girou 3 occuppricy, 6 r Slab on qmT_9
2- Seled R-Value No sefectio _Qve
___7;_T',�_ uiMgIgiJLrQrn pt).
ng:: sep rdsJ I UA.t� T�
lustructi 57
h ans
®R
ace nag High Efficiency HVAC 'Equipment 3W gas, propane, or oil furnace or boiler wit minimum AFUE of 95% PI
22 ling ad
Otis
�d (2'/2" 0. 113 �)Otbvlded such'.ducts WIN—' th ie'dq6 ..are con- n
n .. p. tllll�
Al
shead to each bearin& f ti3
3 staples I ...,...-struc d':of�'6teeI-:havng.:c riot le" Ahan 0.01 9'.-.Inch (Nq�4;26 Galvbn1i
3/4 1 s'-, thickrib6d.
h ent type, size - and minimum effidiency (0 �Rtj
r m i
(0.5 Pt)
Location of Ducts shall specify eating equip
-'A
to each 3-8d (21/2" x 0. 113")
.0.
9
Wider flia Irstructions Duct Leakage Coefficient b
n 111 x 81' sheathing e or oil water heater
electric water
tcrawl
socce"S ..Shall COMO Y_-with system shall include one of the following: gas, propan
Wes Jolit'
s Efficient Water Heating 5a: Water hea ng
bearin&y face nail 4 staples 1314,, . fm"'dIr.:: ul; .2009 1.00 5a
23,
D for both cases all showerheads, and
with minimum EF of 0.62 or heater with minimum EF of 0.93 'AN
(0.5 pt)
dance with
Floor S,L .0 gpm or less when tested in accor
..,::".,EVe*��..opollani66."�(d��6r,"��range-...-eic.-�..d6�14n'6d!-.t'd*-be Vented c6hh6cted, to'- 336.44
Sum of UA kitchen k faucets shall be rated at 1.75 gpm or less, all others at I
24
ASME Al 12.18.1/CSA B125.1. (0.5 pt)
3-8d x 0.113")
Joist to sili or girder, toe nail t
Envelope Heat Load 15,476 Btu I Hour
Figure 1
SumofUAXAT
Rimjoist to top plate, toe nail (roof 6" o.c. t
- %: %'. n ypef gas -.van or-j'
25 8d (21/j' x 0.113") ::EVee�:----.f6ctot y*-b'Uilt:-�'6hIM yp a;,*
a of tions also) Air Leakage Heat Load 13,689 Btu / Hour . ......
26
Rimjoist or blocking to sill plate, toe nail
8d (21/21, x 0.113")
6" o.c.
I x 6" subfloor or less to eachjoist� face
2-8d (21/2" x 0. 113")
27
nail
2 staples I '/4"
29
2" obiloor to joist or gilder, blind and face
2-16d (3/2" - 0.135")
nail,
29
211 planks (plank & beam - floor & roof)
2-16d (31/2- x 0.135")
at 6ach bearing
Nail each layer as follows: 32"
I
o.c. at top and bottom and
30
Built-up girders and bearns, 2-inch ]urn ber
10d (311 x 0.128")
staggered.
N31
layers
-it ends and at each
Two nails,
Isplice.
.
Ledger - strip supportingioist .
3-16d (3/2" x 0.135")
At eaclijoist or railer
a: s.of. -its. llsunqj�.rnanu adu . .... - , .
'ter I re s Jnst
A.
:":.! 1
VolumeX 0.6XATX.018
.. � I—— �
a"' J.-:
Above G
Building Design Heat Load 29,065 Btu Hour
Ich.', 'aoollohce
I"st*dlldd-.W hfn:- t 0 h a:: - - .. - I, - . .
Vent ,;:donndbtiohs:: s -0 a n
, i
M.
Air Leakage + Envelope Heat Loss
Duct Heat Load 29,065 Btu Hour
E
:.
'a ... d'":- 6h I veh t In - .'.s'u ch.'' 6
t anheae'&I mn0y or
.:-U.16co ed`d6d:-:-th61I,:be .6
Building and
Ducts in unconditioned space: Sum of Building Heat Loss X 1. 10
Ducts In conditioned space: Sum of Building Heat Loss X I
'C
ENER0 7Y E�
-t�2.WA tati:* TATE:�E WC ZP
61�11N
'bUQ7.W0RK:'
d
Maximum Heat Equipment Output 40,691 Btu I Hour
Building and Dud Heat Loss X 1.40 ror Forced Air Fumace
,
PPZ�9vwi, -ANSLUTION L&FL
m1NMP AM
A.: -Duidt.'' bt,me al -or,46c ory-ma
om-plying,y
Building and DL Ict Heat Loss X 1.25 thr Heat Pump
t ai
9 NAL5.--, ..To
F1
shal alrtl�h j-�;*::��:-`-:-:-:---,:.
t
45. IVERI . A '�� :: OR6
-0 d uc i
Ul rotin' d t
V, ..... .
t ii,:
IOR 'WA_L t5l� W_&W %:CAU�KW -:OR�! WEATHER". -STRIP F
tbf ducts ...sh ail,.,,c mply-'wl
T.
U W
. ... ........
(conlinued)
`
..IN
-continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
TABLE R602.3(IY
f
SPACING OF FASTENERS
ITEM
DESCRIPTION OF BUILDING
DESCRIPTION OFFASTENER cle
MATERIALS
(inches)
Wood structural panels, subfloo roof and interiorwall sheathing to framing and particleboard wall sheathing to framing
6d common (2" x 0. 113') nail (subficior wally
6
129
32.
31i. - Ili,
8d common (21/j'x 0. 13 1') nail (r000f
F33
19132"
8d comitnon nag (21/2" x 0. 13 F)
6
129
1 11/4"
10d cornition 0" x 0. 148') nail or
orr
12
34.
gd�(2'/2"x 0.13P)deformedrail
Other wall sheathing
1/2" structural cellulosic
I I/j'galvanized roofing nail, 7/14'erown or I
3
6
35
Fiberboard sheathing
crown staple 16 ga., I '/�'long
2/32" structural cellulosic
1314,, g. mr:iized roofing nail, 7/le'crown or 1
6
3 . 6
fiberboard sheathing
crown staple 16 ga., i'lli'long
11/2" galvanized roofing nail; staple galvanized,
7
7
37
I/j, gypsum slicathine
11/2"kin 11/4 screws, TypeW orS
9"
i
13/�'galvanized roofing nal; staple galvanized,
7
7
38
1191, gypsum sheathine
15/8" long-, 0/8" screws, Type W or S.
A
Wood structural panels, combination sulafloor underlaywent to framing
-
6d deformed (2" x 0. 1.20') nail of
12
39
.3/ . �' and less
8d common . (2l/j'x0.l3l')nag
8dcomnxm(2l�Y'x10,l3l')nailor
6
12.
40
7
8d deformed (21ij'x 0.12b') nail
r
ii.:
I Od cornmon (73" x 0. 1:48') nail or
r8d
6
�6
12
4 In
/8 4
0
d7efbnmd (2 1/j'x 0. 120') nail
nuri, er hour 0,447 m/s; I Ksi 6.895 MPa.
For Sl: I inch= 25.4 1 foot 304.8 mm� I mile, P riding yield
x or deforme d shanks except where otherwise stated. N ails used for liuming rM sheathing connections shall have minimuin Average be
a, Alinails are smooth-comirrion, bo
or shank diameters larger than 0. 142 inch but not larger than 0. 177 inch, and 100 ksi for
inch (20d common naiD,90 ksi f
or shank diameter of 0. 192 low_
strengths as shown: 80. ksi f
sbank diameters ofO.142 inchorless.
_7
7/ la on diameter crown width
r7_
b. Staples are 16 gage wire and have a minimum 16-loc
Af,
where spans are 48 inches or greater, I
0o_*1;
c. Nails shall be spaced at not more than 6 inches on center at all supports,
r_ A Irk +h 0-r-t aneISSballbeappliedvertiaally.
U. r0Ur1U0L Uy 0- ot or F
+
e. Spacing of fasteners notincluded in this table shall be based on Table R602.3(2).
f For regions having basic wind speed of 110 mph or greater, 8d defbirmed (2112" x 0. 120) nails shall be used for attaching plywood and wood structural panel roofsheatbing to a7
eet� up to 35 feet maximurn.
7
-n 48-inch distance from gable end walls, if mean roof height is more than 25 f
ftiriing within minirm
g. For regions having basic wind speed of 100 niph or less,naiLs for attaching wood structural panel roof sheathing to gable end wall fiatning shallbe spaced 6 inches on center.
for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches onccnter fbr mininium,18-inch distance
FT
When basic wind speed is greater than 100 mph, nails
n center to gable end wall Earning.
from ridges, eaves and gable end walls; and 4 inches o
'berboard sheathing shall conform to ASTM C 209.
orrn to ASTM C 1396 and shall be installed in accordance with GA 253. Fi
h. Gypsum sheathing shall corif F9 11
i Spacing of I fasteners on floorsheathing panel edges applies to panel edges supported by framing members and irequired blocking and at all floor perimeters only. Spacing of
and required blocking. Blocking of roof or floor sheathing panel edges perpendicular
asteners on ro of she athing panel edges applie s to p anel edges supported by framing members
id blocking. J�?
be provided except as required by other provisions ofthis code. Floor perimelcr shallbe supported by franningmembers or so]
to the framing members need not
provide two toe nails on one side ofthe rafter and toe nails from the ccilingjoist to
ling joist in accordance with this schedule
-Sr5-F , -:F�? .1 ... 102_,�_,,�, !__ . - U'l. ). - +
asteried to an adjacent parallel eel
i- Where a rafter is f
[Aa
CITY OF TUKWILA
IL1L 0 S 2D15
14V
veneer is provided on the vertical sidewall, the base flashing shallbe provided in accordance with this,
section and Section R703.6.3:
' uil T Vr. 1 VRvvol-m;
JUL 0:8.2015
yes
uival-y
PrescrI Live compliance: Zone.4 Marine wood -framed building R402.1.1
no
U-Factor or Total
UA Equivalent compliance
R402.1a3 / R402.1.4
Opening
Glazing .and Door
Ceiling Insulation
Above
Below Grade
Floors
area
U-Factor
footnote i
Wall (footnote c)
(over
Slab an
Vertical
Overhead
attic
vaulted
interior
exterior
of floor
:Grade
Wall
unheated
area)
Grade
area
Unlrntd
0.30
0.50 .
R-49 or R-38 Adv.
R-38 .
R-21 lint.
R-21
W/TB
R-10
R-30
R-10
f t t Ft 21 t b R-15
interior ri id continuous insulation (ci) OR R-13 bait interior with R
5 continuous insulation (ci).
0o no a c-- - eq t o may e 9 AT= o r g l uutco g p
Intl or /U de ree5 - or Vesr n em
footnote j---Vaulted ceiling requirement applicable to single joist or rafter ceiling cavity, not scissor trusses,
Proposed
enter values as applicable:..
- Attic
vaulted
Walls
Below. Grade Walls
I Floors
1, Slab
component
R-49 or'. R-38 Adv :
R-38
R21
R21
R-10 .
R-30
R10
values
0.300
1 0.500
1 0:026
0A26
0.056.
0.042
0.064
0.029
0.54
Area of Building
Conditioned Floor Area
instructions. - .Conditioned Floor Area (sq it)
Average Ceiling Height Conditio
ned ned Volume
instructions Average Ceiling Height (ft) :i3:5 27,353
WHOLE HOUSE VENTILATION SYSTEMS Glazing and Doors U-Factor x Area UA
"whole hour system" that will be used. (graphic representations, shown on age 8) . hstr actions 0.30 s2o 186.00
Select the be ventilation y (g p P p
Skylights U-Factor X Area = UA
se ventilationsystem," "local exhaust ventilation". is required NOTE.- Ill addition to the required whole house q Instructions 0.50 1s, _ `- , . 8.00 :.
ineach kitchen, bathroom, water closet, lauspa, room, Indoor swimming pool, pa and other rooms where Insulation
excess water vapor or cooking odors may present: Attic 0-Factor X Area = UA
_ Cfm Instructions �_ ..__ - „ 0.026 2,207 57.38 ...
LOCATION OF WHOLE HOUSE FAN SIDE. ® l�R49 ��]
Single Rafter or Joist Vaulted Ceilings U-Factor. X Area UA
2 Residential Code Table M1507.3.3 1 (continuously operating systems)
g
012 International R O( Y p g
tnstrucilon, '—" No selection —
Select RValue -
- - - 4 .,.
MINIMUMLESS,
VENTILATION. FOR DWELLINGS FOUR STORIES OR Qr
Above Grade Walls (see Figure 1) U-Factor X Area UA
�i,structions 0.056 376, 21.06
Number of Bedrooms R zL mtermed�ate
> ��:r� .w:t.a�.1e .rst..E���..E..v � 5r
Floor Areas .ft. 0 1 2 3 4 5 6 7. 7,
U-Factor X Area UA
Floors
0 1500 30 30 ` 45 45 60 60: - 75 75 90 Instructions 0.029 2,207 , 64.00
.. R 30 ._
1501 to 3000 45 45 60 60 75 75 90 90-.105.:
Below Grade Walls (see Figure 1) _.:- U-Factor X Area UA
3001 to 4500 60 60 75 75 90 90. 105 105 120
InstnictiGns (� —� No selection ---
450.1'to 6000 75 75 90 90 105 105 . 120 120 135 selectRvame
u
Slab Below Grade (see Figure 1l F-Factor X Length UA
6001to 7500 90 90 105 105 120 120 135 135. 150 _.
'Instructions r.. - I Iontn-.:. - No selection
> 7501 1Q5 105 120 120- 135: 135 150 150 165 Se�ect°ondt g
_. F Factor L A
- -:.. de (see Figure 1J.
Slab on Grade _ .:
ENERGY OPTION
-- - - - - - -:_ _� Instructions No selection X
_ Iect R Value �
Length U
0a High Efficiency HVAC Equipment 3a: gas, propane`, :or oif-fired furnace or boiler with minima FUE of 95°T°, Plans
0.5 t shall specify, heating equipment type, size, and m' nimuin efficiency- (0.5 pt) _ Location of Ducts
4 trstruufone _.. ..__, _ Duct Leakage Coefficient
High Efficlency HVAC Distribution: All heating and cooling components installed inside conditioned space. All condln°ned spa=e 1.00
cr
(1.0 pt) combustion equipment shall be direct vent or sealed combustion. No system components installed in a inns pace. No
electric resistance heat permitted- Direct combustion heating equipment with AFUE >80%. Plans shallshowsum of UA 336.44
equipment type and location of all equipment and ductwork; (1.0 pt) ` - Envelope Heat Load 15,476 Btu/ Hour
: : Sum ofUAXAT
.. 13,589 Bt / H
Figure 1.
-__u our
Air Leakage Heat Load
- - - --•°"""✓'�'"„� - volume X 0.6 X AT X .01 t1
Abo�a Grade Building Design Heat Load - 29,065 Btu/ Hour
Air Leakage+ Envelope Heat Loss
Y NOTE: Building
GENERAL ENERGand Duct Heat Load 29,065 Btu/ Hour
- - Duds in unconditioned space: Sum of Building Heat Loss X 1. 10
Ducts In conditioned space: Sum of Building Heat Loss X 1 .
Duct leakage test results shall be provided to the building inspector& homeowner - Maximum Heat Equipment output 40,691 Btu/ Hour
prior to an approved final inspection. Building and Dud Heat Loss X 1.40 for Forced Air Furnace
.. : Building and Dud Heat Loss X 1.25 for Heat Pump
A residential energy compliance certificate complying wl see.105A is required to �- — --- ----
be completed by he design professional or builder & permanently posted within 3-
feet of the electrical panel prior to final inspection.
Each dwelling unit is required to be provided wi @ least one programmable
� .._..�..-._.
lannM+wwra. - .+Y - F '^ G-�I 1�f 1�
thermostat for the regulation of temperature.,-
9i � 1 �� -
• A signed affidavit documentingthe duct leakage test results shall be provided to `— % i
the building inspector prior to an approved final inspection.
�T
HE
SiucmA'
WdAi
Designation
P1-6
Size
8d
1�doAA1 SC, 9AA
. ALLOWABLE SHEAR.
Hew-Fh- 112
210 -
dges
6"
Studs
1211
r top/BtA l
r Prate
— 6"
Blocking
—�'ct= _
Yes
P1-4
8d
12"
Yes
310
1?1-3
IId
3" `
1211
311
Yes
400
PI-2
IId
2"
12"
211
'.Yes
525
P2-3
IId
3n
12"
_
3" -
Yes
800
P2. 2
IId
2"
1211
311 -
Yes
1050