HomeMy WebLinkAboutPermit D16-0135 - TUKWILA PROJECT/ LOT 2 - NEW SINGLE FAMILY RESIDENCETUKWILA PROJECT
LOT 2
12062 44 P L S
D16-0135
� 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.sov
COMBOSFR PERMIT
Parcel No: 3347400881
Address: 12062 44TH PL S
Project Name: TUKWILA PROJECT - LOT 2
Owner:
Name: NGUYEN MINH GIANG+NGUYEN MI
Address: 1509 S 28TH PL, RENTON, WA, 98055
Contact Person:
Name: JIMMY PHAN
Address: 1130184 AVE S, SEATTLE, WA, 98178
Contractor:
Name: JPTConstruction
Address: 1130184 AVE S, SEATTLE, WA, 98178
License No: JPTCOC*876C1
Lender:
Name: GIANG MUNH NGUYEN
Address: 12060 44 PL S, TUKWILA, WA, 98178
DESCRIPTION OF WORK:
Permit Number: D16-0135
Issue Date: 7/6/2016
Permit Expires On: 1/2/2017
Phone: (206) 393-2543
Phone:(206)259-5826
Expiration Date: 9/16/2017
REAPPLICATION FOR EXPIRED PERMIT D15-0113:
CONSTRUCTION OF A NEW 2880 SQ FT SINGLE FAMILY RESIDENCE WITH A 526 SQ FT ATTACHED GARAGE AND 70
SQ FT COVERED DECK
Project Valuation: $392,550.90 Fees Collected: $7,866.35
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: V-B Occupancy per IBC: R-3
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition;
International Mechanical Code Edition
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
Channelization/Striping:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-466:
2015 WA State Energy Code:
2015
2014
2014
2014
2015
Curb Cut/Access/Sidewalk: 1
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 10 Fill: 10
Landscape Irrigation:
Sanitary Side Sewer: Number: 1
Sewer Main Extension:
Storm Drainage: 1
Street Use: 1
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: Date: � V� ^
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 permit and agree to the conditions attached to this permit.
a
Signature: Date: v �
..��
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:
1: ***PUBLIC WORKS PERMIT CONDITIONS***
2: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public
Works Inspector), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179.
3: 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.
4: 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.
5: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control
Plans shall be submitted to the Inspector for prior approval.
6: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable
service lines be underground from the point of connection on the pole to the house.
7: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall
provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public
Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00
Noon on Friday preceding any weekend work.
8: Any material spilled onto any street shall be cleaned up immediately.
9: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off-site or into existing drainage facilities.
10: 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.
11: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 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.
12: 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.
13: 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.
14: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify
in writing to the Public Works Inspector that a 3/4-inch water meter and service line meets domestic water
and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water
meter with a 1-inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC
SERVICE and/or 1" FLOW-THROU6H SYSTEM. Coordinate with Public Works Project Inspector.
15: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made
out to the City of Tukwila for possible property damages caused by activites.
16: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as
additionally insured).
21: CONSTRUCT/INSTALL PAVED ACCESS DRIVEWAY FOR HOUSE (LOT 2) UNDER THIS PERMIT. PREVIOUS
PAVED ACCESS DRIVEWAY & UTILITIES WORK WAS TO BE COMPLETED UNDER PUBLIC WORKS PERMIT N0.
PW07-131. WORK WAS BONDED. COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
17: All double check valve assemblies shall be approved by the State Department of Health.
18: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement.
19: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works
Inspector that the fire loop system for the building contains a WA State Department of Health approved
Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public
Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Backfiow device is
optional if a FLOW-THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector.
20: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x$xx.xx per sq. ft. _
$x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Pubiic Works
Final.
22: Prior to issuance of this permit Owner shall sign w/Notary a ROW Hold Harmless Agreement for work
within the Public right-of-way.
23: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance
#2436)
24: 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).
26: 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)
27: 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)
28: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435)
25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
31: ***BUILDING PERMIT CONDITIONS***
32: 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.
33: 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.
34: 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.
35: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
36: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
37: All wood to remain in placed concrete shall be treated wood.
38: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
39: 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.
40: 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.
41: 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.
42: 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).
43: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
44: 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.
45: 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.
46: ***MECHANICAL PERMIT CONDITIONS***
47: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
48: 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.
49: Manufacturers installation instructions shall be available on the job site at the time of inspection.
50: 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.
51: 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.
52: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
53: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
54: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
55: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
56: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
57: 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.
58: 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.
59: 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.
60: 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.
61: 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.
62: 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.
63: 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.
64: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
65: 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
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
5180 BACKFLOW - FIRE
1700 BUILDING FINAL**
0301 CONCRETE SLAB
5000 CURB, ACCESS, SDW
0610 ENERGYEFFCERT
5200 EROSION MEASURES
5210 EROSION MEASURES FNL
1400 FIRE FINAL
0201 FOOTING
0202 FOOTING DRAINS
0200
0409
0708
2000
0606
8004
5040
0502
0703
1800
5230
0608
1900
1600
0401
0603
9002
0701
8005
5070
0602
5090
5100
0412
9001
0601
0413
5130
FOUNDATION WALL
FRAMING
GAS FIREPLACE INSERT
GAS PIPING FINAL
GLAZING
GROUNDWORK
LAND ALTERING
LATH & GYPSUM
MECH EQUIP EFF
MECHANICAL FINAL
PAVING AND RESTORE
PIPE INSULATION
PLUMBING FINAL
PUBLIC WORKS FINAL
ROOF SHEATHING
ROOF/CEILING INSUL
ROUGH-IN GAS PIPING
ROUGH-IN MECHANICAL
ROUGH-IN PLUMBING
SANITARY SIDE SEWER
SLAB/FLOOR INSUL
STORM DRAINAGE
STREET USE
UNDERFLOOR FRAMING
UNDERGROUND
WALL INSULATION
WALL SHEATHING/SHEAR
WATER METER - PERM
CITY OF TUgR'�
Community Development Department
� Public Works Department
• Permrt Center
6300 Southcenter Blvd, Suite 100
'' ` Tukwila, WA 98188
httq:/hvww.Tuk�•i I aW A. �ov
Combination Permit No. �� 10^ �( 3.�
Project No.:
Date Application Accepted: �.� �� t �
Date Application Expires: ( � � /'v `� �
use
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
King Co Assessor's Tax No.: 334740-0881
Site Address: 12062 44TH PLS TUKWILA, WA 98178
PROPERTY OWNER
Name: GIANG MINH NGUYEN
Address: 12060 44TH PL S
City: SEATTLE State: WA Zip:
CONTACT PERSON — person receivi�g ail project
communication
Name: JIMMY pHAN
Address: 11301 84TH AVE S
City: SEATTLE State: WA Z'p' 98178
Phone: �206) 393-2643 Fa"=
Email: JMpJIlVIMy66@GMAIL.COM
GENERAL CONTRACTOR INFORMATION
Company Name: JpT CONSTRUCTION
Address: 11301 84TH AVE S
City: SEATTLE State: WA Zip: 98178
Phone: �206) 393-2643 F�'
Contr Reg No.: �COC•876C1 Exp Date: 09/15/2017
Tukwila Business License No.:
ARCHITECT OF RECORD
Company Name:
Architect Name: LEON KAO
Address: 4233 197TH ST SW
�'�'� LYNNWOOD s��� WA Z'p� 98036
Phone: (425) 775-3280 Fa"'
Email: �I,EONKAO@HOTMAIL.COM
ENGINEER OF RECORD
Company Name: NTP ENGINEERS
Engineer Name: �OA NGUYEN
Address: 16507NE SOTH ST
C;ty: �DMOND s��: WA Z'p� 98052
Phone: Fax:
Email:
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PROJECT 1NFORMATION —
Valuation of project (contractor's bid price): $ 200,000.00
Scope of work (please provide detailed information):
CONSTRUCTION A NEW SFR
DETAILED BUILDING INFORAMTION —
PROPOSED SQUARE
PROJECT FLOOR AREAS FOOTAGE
Basement
ls` floor 1,g22
2^ floor 1,058
Ga`a�e m °�°�t p 526
Deck— covered m uncovered 70
Total square footage 3,476
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. Piease contact fhe Tukwila Fire Department for more information at 206-575-4407.
EQUIPMENT AND FIXTURES —
INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT.
MECHANICAL:
Value of inechanical wo�k $ 11,000.00
1 furnace <100k btu
1 thermostat
_ emergency generator
2 appliance vent
1 wood/gas stove
juel type: ❑ electric
� gas
4 ventilation fan connected to single duct
other mechanical equipment
PLUMBING:
[�alue of plumbing/gas piping work $ 12,000.00
2 bathtub (or baffi/shower combo) bidet
1 dishwasher floor drain
3 lavatory (bathroom sink) 1 sink
1 water heater (gas) lawn sprinkler system
H:Wpplications\Forrts-Appliw6ons On LineV.011 Applicntio�\Combina[ion Pmmt Applicnlion Revised 8-9-1 I.docx
Rn�ised: August ]01 I
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water heater (electric)
clothes washer
shower
water closet
gas piping outlets
Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION —
Scope of work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works $ulletin #1 for fees and estimate sheet.
WATER DISTRICT
m ...Tukwila ❑ ... Water bistrict #125 ❑ .. Highline
❑ ...Letter of water availability provided
SEWER DISTRICT
� ...Tukwila ❑ ... Valley View ❑ .. Renton
❑...Sewer use certificate ❑... Letter of sewer availability provided
❑ .. Renton
❑ .. Seattle
SEPTIC SYSTEM:
❑.. On-site sepUc 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 APPLYI:
�...Civil Plans (Maximum Paper Size — 22" X 34")
❑...Technical Informa6on Report (Storm Drainage) m.. Geotechnical Report
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s)
❑ ... Hold Harmless — (SAO)
❑ ... Hold Harniless — (ROV�
PROPOSED ACTIVITIES (MARK BOXES THAT APPLYI:
❑ ...Right-Of-Way Use - Potential disturbance ❑ .. ConstructionlExcavation/Fill - Right-of-Way... ❑ -or- Non Right-of-Way.. ❑
❑...Total Cut 2� Cubic Yards ❑. Wark In Flood Zone
❑...Total Fill 2� Cubic Yards [� Storm Drainage
❑...Sanitary Side Sewer ❑.. Abandon Septic Tank ❑.. Trench Excavation
❑...Cap or Remove Utilities ❑.. Curb Cut ❑.. Utility Undergounding
❑...Frontage Improvements ❑.. Pavement Cut ❑.. Backflow Prevention - Fire Protection "
❑...Traffic Control ❑.. Looped Fire Line Irrigation "
Domestic Water '
J�...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 ❑ ❑...Water Main Extension Public ❑- or - Private ❑
FINANCE INFORMATION — THIS INFORMATION 1S REOUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE
Fire line size at property line number of public fire hydrant(s)
❑ ...water ❑ ...sewer ❑ ...sewage treatment
MONTI3LY SERVICE BILLING TO:
Name: Day Telephone:
Mailing Address:
Ciry State Zip
WATER METER REFUNDBILLING:
N
Mailing
Day
c�ry
s�� z�
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PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION —
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.
PROPERTY OWNER OR AUTHORIZED AGENT:
.
Date: OS/25/2016
Print Name: JIMMY PHAN Day Telephone: (206� 393-2643
Mailing Address: 11301 84TH AVE S TUKWILA WA 98178
Ciry State Zip
H:Upplications�Forms-Appliwtio� On Line\2011 Appliwtions\Combination Permit Application Revised &9-7 I.docx
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Page 4 of 4
BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLIGATION
PW may adjust estimated fees
6. Permit Issuance/Inspection Fee (B+C+D)
__ . S'o ./
� Z 1 '7 �— (6�
7. Pavement Mitigation Fee $ '
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.
Approx. Pavement Overlay and
Remaining Years Repair Rate
( er 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
8. GRADING Permit Issuance/Inspection Fee
Grading Permit Fees are calculated using the following table. Use
the greater of the excavation and fill volumes frem Item 5.
��)
�
$ `Z 3 �-� '
ig)
QUANTITY IN CUBIC RATE
YARDS
50 or less $23.50
51 —100 $37.00
101 — 1,000 $37.00 for 15` 100 CY
plus $17.50 for each additional 100 or
fraction thereof.
1,001 — 10,000 $194.50 for 15t 1000 CY
plus $14.50 for each additional 1,000 or
fraction thereof.
10,001 — 100,000 $325.00 far the lst 10,000 CY
plus $66.00 for each additional 10,000 or
fraction thereof
100,001 or more $919.00 for ls� 100,000 CY
plus $36.50 for each additional 1�,000 or
fraction thereof.
9. Technology Fee (5 % of 6+8) $'L Z�� �
Approved 09.25.02 2
Last Revised 01/15/16
(9)
r.
� . BULLETIN A2
�� f TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW ma v adiust estimated fees
_�1'vk t� i cLl pRos� (G..��' z>
PROJECT NAME PERMIT # �/ �- a/ 3 S
� /Zola2 '�`���h �L S ) T� ro, �3��G-a-aS� (
If you do not provi e contractor bids or an engineer'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
Erosion prevention tZo 0
Water/Sewer/Surface Water � S v� ��
Road/Parking/Access � �a a
A. Total Improvements : �G.7�o
Calculate improvement-based fees: Sb
B. 2.5 °Io of first $100,000 of A. '� I ��
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. —
TOTAL PLAN REVIEW FEE (B+C+D) $.`Z �� s� v
3
n
5. Enter total excavation volume ���� cubic yards
Enter total fill volume �10 � cubic yards
Use the following table to estimate the grading plan review fee. Use the
greater ot the excavation and till volumes.
QUAI�ITITY IN CUBIC RATE
YARDS
U to 50 CY Free
51— 100 $23.50
101 — 1,000 $37.00
1,001— ]0,000 $49.25
10,001 — 100,000 $49.25 for 1 ST 10,000,
PLUS $24.50 for each additional 10,000 or fraction thereof.
100,001 — 200,000 $269.75 for 1 ST 100,000,
PLUS $13.25 for each additional 10,000 or fraction thereof.
200,001 or more $402.25 for 1 ST 200,000,
PLUS $7.25 for each additional 10,000 or fraction theieof.
GRADING Plan Review Fees
(4)
TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION o
(1+4+5) $ '.�f ��? S �-
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 01/15/16
�
.
6
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 - Permanentk
D. Water Meter - Water only�
E. Water Meter - Temporary'r
* Refer to the Water Meter Fees in Bulletin A1
Total A through E
�
� �,.---�.
i`l� i S `� � ��
r �
� ---
�
, ,;, ; j��
�°" pl `W� � Z i�� I t7
$ r�z:S � (9)
1 l. 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) $�:'/v. ssl �=_ �+�
E. Allentown/Foster Pt Sewer (Ord 2177) $ c" ��°i. 2r�v �- -� o�.�
F. Special Connection (TMC Title 14) $ � ��-
G. Duwamish $ _ ---_ __. �._---_
H . Transportation Mitigation $ � ;% o /3 �� `� �'�-��'�
I. Other Fees $�/`�� t� o�-`"�c nsb�,� �'
C+�S c/k�, LJ�=�- s��.a.� �r',� F
1)iTE WHEN PERMIT IS ISSUED
STotal A through I $�� r�" .'�. � (10)
6'>�
(6+7+23+9+10+11) $ � �Z �3 s
ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE
This fee includes two inspection visits per required inspection. Additional Ilnspections (visits)
attributable to the Permittee's action or inaction shall be charged $60.00 per inspection.
Size
(inches)
0.75
1
1.5
2
3
4
6
Approved 09.25.02
Last Revised 01/15/16
WATER METER FEE
Permanent and Water Oni Meters
Installation Cascade Water Alliance
RCFC
01.01.2016 -12.31.2016
✓ $625 ✓ $6005
$1125 $15,012.50
$2425 $30,025
$2825 $48,040
$4425 $96,080
$7825 $150,125
$12525 $300,250
Tem orar Meter
0.75" $300
2.5" $1,500
�
�'a'�- a 13 P� .
3
Total Fee
$6630
$16,137.50
$32,450
$50,865
$100,505
$157,950
$312,775
�
_, . (v/j.;/��
�¢�- , - bl:�..a1�3_ � ��F.S.�Z
Date Paid: Tuesday, January 09, 2018
Paid By: JIMMY PHAN
Pay Method: CREDIT CARD 009746
Printed: Tuesday, January 09, 2018 9:57 AM 1 of 1 ��j �
U U SYS7EMS
Date Paid: Wednesday, July 06, 2016
Paid By: JIMMY PHAN
Pay Method: CREDIT CARD H12370
Printed: Wednesday, July 06, 2016 4:08 PM 1 of 1 ���
SY57EM5
Date Paid: Thursday, May 26, 2016
Paid By: JIMMY PHAN
Pay Method: CHECK 1672
Printed: Thursday, May 26, 2016 8:55 AM 1 of 1 �����
I SYS7EM5
1NSPECTION RECORD
Retain a copy with permit pl� ��� 3�
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila: WA 98188 (206) 431-3670
Permit fnspectian Request Line (206) 438-9350
; Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
c3K —�t��l�/l''�� f'/1�(h'C�-
nspector:
/� �� —
� REttVSPECTION FEE REQUIRED. Prior to next inspectior., fee must be
paid at 6300 Southcenter Blvd., 5uite 100. Calt to schedule reinspection.
1NSPECTION RECORD
Retain a copy with permit ��� �1 ��
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIV1514N
6300 Southcenter Blvd., #100, Tukwila. WA 98988 (206) 431-3670
Permit lnspection Request Line (206) 438-9350
Project: Type of Inspection:
�rv �w tL t� PRa�i�c� �v� �.D��I � �i r��-�.
Address: Date Called:
�.O (p � � � �'L, � r
Special Instructions: L�-� � Date Wanted. a..
j-�-�� p.m.
Requester: "—
kit ArRk'p P�Rn'►/T Dl �-o l l3
�osT ��f Phone No:
,K�sxfff+N �%/�B�PN FMri
�Inspector: �� �uate: O� �_ l� I
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspectio�.
INSPECTION RECORD
Retain a copy with permit b� �`� ���
INSPECTION N0. PERMIT N0.
CITY UF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila: WA 98788 (206) 431-3670
Permit inspection Request Line (206) 438-9350
7UK�iu� �Rt��e'�
�ddress:
6�1P� �F�{r�F �'�. , � f
�pecial Mstructions: G�� �
� Appr•oved per appiicabte codes
�e of Inspection:
,t3i11 �..Dli�C IC/1�Llf-L--
e Called:
e Wanted:
�a-29-��
ne No:
rrections �equired prior to approva{.
COM M ENTS:
e��� .
spector:
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection.
�� INSPECTION RECORD D�� ����
Retain a copy with permit �
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DiVI510N
6300 Southcenter Bivd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
�t�Wi1-Fi pi?.U�LrC'i
Address: Date Called:
/2���. � PL, �<
Special tnstructions: Date Wanted: / a.m.
L,O � :L < �1i��7 P.m.
�pt..U�+'►�1� F/1M/tL �—
��`�� `��U���y� Requester:
� C�(�/HG ft�si.'u"l7T8�'
C>hS r'�1P� F lditt Phone No:
of��kCfi�4Nkl�ht_ i%(fi'(...
� Approved per applicable codes. � Corrections required prior to approval. .
COMMENTS:
p - �LUrviBl/Y6� �l/Yf�"ly-
z�lC- F�v� I N���-��
��- G'�� �/iY C %J1��Ut�3-Tia N
�K � �,�fi-5" �� P�' �'1 �!/� �
z>rc- �v�.�cNq,r���-�� FJI�( �-
7 k' = a��' � r/X G�h¢� ?�
��`�cT ��� ��-�'.�e l��� .
g' t.c.D / I� �� G � C� l �.-� NC s!'viTL_ I� /�L !�
k�0 f��'�'� � �'���JR�r�
inspector: Oate: .
%� �� "` %
� REINSPECTION FEE REQUIRED. Prior to next inspecfion, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspectian.
INSPECTION RECORD
Retain a copy with permit �f�t�����
INSPECTION N0. PERMlT N0.
C1TY O� TUKWILA BUILDING DlVISION
6300 Southcenter B{vd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Reguest Line (206) 438-9350
,❑Approved per applicable codes. �Gorrections required prior to approval.
COM M ENTS:
T,
E �
�
�
� FtEINSPEGTI0P1 FEE REQtilRED. Prior to next inspection, fee must be
paid at b300 Sout�center Blvd.. Suite 100. Calt to schedule reinspection.
INSPECTION RECORD ���r����
Retain a copy with perm�t
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Appr•oved per applicabie codes. � Gorrections requi�ed prior to approval.
�t—
COMMEN?5:
,/� �1,�'ss .
��.�/f�'� G�-�'Cf �1L �
� REiNSPECTION �EE REQUIRED. Prior to next inspectian, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection.
INSPECTION RECORD ��
� Retain a copy with permit �j� ?��� �'`
IN CTION N0. PERMfT N0.
CITY OF TUKWII.A BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 98788 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Approved per applicabie codes. ,� Corrections required prior to approval.
`—' paid at 6300 Southcenter 8tvd., Suite 100. Call to schedule reinspection.
iNSPECTION RECORD �
�� Retain a copy with permit �f� ���� ��
IN CTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISIUN .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit lnspectian Request Line (206) 438-9350
� Approved per applicable codes. � Gorrettions required prior to approvaE.
� paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD ,� ,s �►"
Retain a copy with permit ��� ��+� �
INSPECTION N0. PERMIT N0.
CITY �JF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila: WA 98788 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Gorrections required prior to approval.
�OMMENTS: �
�r�� �C� ' �
'I� a� �L "
� REINSPECTION FEE REQUIRED. Prior to next inspecfion, fee must be
paid at 6300 Southcenter Blvd.. 5uite 100. Call to schedute reinspection.
INSPECTION RECORD ,�`���� `�`�
Retain a copy with permi� ,
INSPECTION N0. PERMIT N0.
CITY (3F TUKWI[.A BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 43F3-9350
� Approved per appiicable codes. � Gorrections required prior to approval.
COMMENITS:
� i ' - �'�i `� rC'
` � )� �� � i.�"-�
� RElNSPECTION FEE REQUlRED. Prior to next inspection, fee must be
paid at b300 Southcenter Blvd.. Suite 100. Call to schedute reinspectian.
/f�'� INSPECTION RECORD ���. ��Z f
� Retain a copy with permit >
INSPECTION N0. PERMIT N0.
C1TY C)E TUKWILA BUILDING DIVISIUN
6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3b70
Permit inspection Request Line (206) 438-9350
� Approved per applicab{e codes. �Corrections required prior to approval.
'�-�!
COMMENTS: �� `N������
� �. ��?�D
spector:
� REINSPECTION FEE REQUIRED. Prior ta next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
lNSPECTION RECORD
� 7 Retain a copy with permit ��� �o��
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIV1S14N
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670
Permit lnspection Request Line (206) 438-9350
Project: � � Ty e af�t s�ection: a
�� (�r ��a �.f" �t < r� �� � .
Address:� � � � n � Date Catied:
.r---
Special Instructions: Date Wanted: �:
�7 �3 � ' I � p.m
ne No:
� Approved per applicabie codes. �Corrections required prior to approval.
0�''�
COMMENTS:
��/�/A��- inl�'(Iv4 tic� .� � l��t-�
spector:
� REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be
paid at 6300 South�enter Blvd., Suite 100. Call to schedute reinspection.
(^ ; INSPECTION RECORD
�' b �r3r
�� Retain a copy with permit �6�
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter B[vd., #100, Tukwila. WA 9$188 (206) 431-3b70
Permit Inspection Request Line (206) 438-9350
Date: �f
� �a/
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 South�enter Blvd., Suite 100. Call to schedute reinspection.
INSPECTION RECORD
Retain a copy with permit ��� `��3�
INSPECTION N0. PERMIT N0.
CiTY OF TUKWILA BUILDING D1V1514N .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670
Permit Inspection Request Line (206) 438-9350
COMMENTS:
spettor:
� Gorrections required prior to approval.
Date: � �� �
� REINSPECTION FEE REQUIRED. Prior to next inspectian; fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection.
INSPECTION RECORD
Retain a copy with permit ��6� ���
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISI�N
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�� � 1- 1'� !
�� ����
�.......,,..:...... .
Date CaP�d:
�� Date Wanted:
�" `(
Requesier:
Phone No:
' �w Approved per applicable codes. � Corrections required prior to approvaf.
�,r"�
COMMENTS:
nspector:
Date.� ��_17
� REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute rei�spection.
INSPECTtON RECORD
,� Retain a copy with permit ��� �����
INSPECTION N0. PERMIT N0.
CITY C)F TUKWILA BUILDING DiVI510N
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of inspection:
?UKW���t f'Rz`>Ja�% ,�' /�/G-
Address: Oate Called:
. �, ��, �
Special instructions: Oate Wanted: a.m.
�' C�—� 7 p.m.
Requester: y�
Phone No:
� Appr�oved per applicable cades. � Corrections required prior to approval.
COMMENTS:
nspector:
� �� �O7
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
1NSPECTION RECORD
,
f� Retain a copy with permit p�� s�' f 3�
I CTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of inspection:
7�v�tweLf�- p�'�c�cr �-°T�, Ra���—iu �'LUrv�,t3if�G—
Address: ;1 Date Cailed:
2�[02 �%7TH �< < �';
Speciai instructions: La � � Date Wanted: .m.
� '�a -17 p.m.
Requester:
Phone No:
�pproved per applicable codes. � Corrections required prior to approval.
COMMENTS:
nspector:
- `��
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
1NSPECTION RECORD
Retain a copy with permit ��������
INSPECTION N0. PERMIT N0.
CITY OF TUKWIIA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Date:
� '7� ~�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
�� iNSPECTiON RECORD
Retain a copy with permit pl������
INSPECTION N0. PERMIT NQ.
CITY OF TUKWILA BUILDING DIVISION
6300 Soufihcenfier Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicabie codes. �Corrections required p�ior to approval.
COMMENTS:
!L'�� /9%/6'Z /N �%%1(� �/`@ Tj� � /
�'�s/T1NU,4' trJ h/�'f1a�-�a✓✓ e �� G�ld
��" C-I/1l�' � l�2 ��"� � ��Y�S%��Zc;�'
/���P•�'C'��✓�
nspector: �� (Date: � � $, � �
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid �t 630Q Southcenter Blvd„ Suite 100. Catl to schedule reinspection.
INSPECTION RECORD
� Retain a copy with permit `��� v� i��
INSPECTION N0. PERMIT N0.
CITY OF TUKWII.A BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila: WA 98188 (206) 431-3670
Permit lnspection Request Line (206) 438-9350
roject: L.�G� 2
TU fKu1 o L� QI��..� �Cr
,ddress:
� z��2. �, ��-P� � r
neciai lnstructions:
Co� 0/2
per applicable codes.
Inspection:
�l(�� (�L.A� { Ns1�12`f
20�-.�9�- �4�
� Corrections required prior to approvaf.
C�M M ENTS:
�+ v �t �' /i /J���' /�' /
��
� RElNSPECTION FEE REQUIRE0. Prior to next inspection, fee must be
paid at 6300 5outhcenter Blvd.. Suite 100. Calt to schedule reinspection.
�� INSPECTION RECORD �/�,�i��
Retain a copy with permit
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute reinspection.
C�INSPECTION RECORD
� Retain a copy with permit �� �-� ��S
INSPECTION N0. PERMIT N0.
CITY OF TUKWIL.A BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila: WA 98188 (206) 43i-3670
Permit Inspection Request Line (206) 438-9350
ct: 2
i�kJiL/4 �RLysCCT' �
ress:
.t�t�z �� t'L y �;
c�v� o iz
Approved per applicable codes.
nspection:
�. ��t� s P� ��F
ted:
�'�`
��
a.m.
� Gorrections required prior to approval.
COM M ENTS:
�k - ,z.c U� f' ,�'�'�'
nspector:
� �t3 -/ �7
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 5outhcenter Blvd., Sui#e 100. Calt to schedute reinspection.
INSPECTION RECORD
�� Retain a copy with permit ��������
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98788 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�pproved per applicabie codes. � Corrections required prior to approval.�
COM M ENTS:
� '� GQ�1�C'alr7� /N �/��/ � �i �_.
nspector:
,_� $r / 7
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd., 5uite 100. Call to schedule reinspectio�.
INSPECTION RECORD
lo Retain a copy with permit ���w��3�
INSPEtTION N0. PERMIT N0.
C�TY t?F TUKWILA BUILDING DlVISION
6300 Southcenter Blvd.., #100, Tukwila. WA 98788 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
(inspector: .�� �Date: _ _ _ j
_ .,�
� REINSPECTIbN FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite tOQ. Catl to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit ��� -� ���
INSPECTION N0. PERMIT N0.
CITY OF TUKWIIA BUILDING DiVI510N
6300 Southcenter Bivd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: (�T � Type of Inspection:
7vKw�i� PRbJ�cr �u�l-� L.UMBil�G-
Address: Date Called:
►Z� ��-. ��-� Pc.,��
Speciai Instructions: Date Wanted: a.m.
�—�%-17 p.rn.
Requester:
Phone No:
� Approved per applicab{e codes. � Gorrections required prior to approval.
CUMMENTS:
�aRR �'�?�� �` /�'�t�r1lR�E'%]
' ,�� e'� !�i-e �' SS'
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedute reinspection.
� INSPECTION RECORD �,_ 135� Q�
Retain a copy with perm�t �� �
INS TION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DpVI510N -
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
nspector:
�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD L
� Retain a copy with permit ��� V�� 3�
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections �equired prior to approval.
COMMENTS:
I ns pector: Date:
//g��
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection.
� INSPECTION RECORD �
Retain a copy with permit �1� `��3�
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (Z06) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved 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.
i� �
INSPECTION RECORD
�` Retain a copy with permit �� �d �3�
INSPEGTION N0. PERMIT N0.
;�
;CITY OF TUKVI/ILA BUILDING DIVISION .
6300 So�lthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
Ilnspector: / � �� luate: �/��/�� I
/`-t'�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Soathcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD �
� Retain a copy with permit ��� ��t 3�
INSPE N N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� App�oved per applicable codes. a Gorrections requi�ed prior to approval.
COMMENTS:
Inspector. Date:� �
�
� REIN5PECTION FEE REQUIRED. Prior to next inspection, fee must he
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD �
Retain a copy with permit �� �� �!3�'
IN TION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIViSIUN .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. Q Corrections required prior to approval.
COMMENTS:
nspector:
�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
INSPECTlON RECORD �
Retain a copy with permit �j�° ��� ��
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwi�a. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved 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.
INSPECTION RECORD �
� Retain a copy with permit ��0 � �� 3�
INSP N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Correciions required prior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule �einspection.
}
� J.- _.�
INSPECTION RECORD �
j � Retain a copy with permit ��� -013�
INSPECTION . PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION �
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350�%��n^ G�mP f� �
1./� 1�20 �(,�CT � �U� �l
Aaaress:
�zo�z ��n� �. s
Special Instructions: L0� 2
�Z �EFUf2E
�Apprvved per applicable codes.
���i%lG
j ZoG�i'3 2Gy3
� �orrections required prior to approval.
Ilnspector: /�� �A Iuate: ,�//z//� I
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
\-'
� INSPECTION RECORD � I � - � � ��
� Retain a copy with permit _ _�
1-_1- - � 1�
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
� 206-575-4407
Project: � �^ Type of Inspection:�
�
-�y1"-w'�
Address: L � Contact Person:
Suite #: �ZO�p2- �/� �S
Special Instructions: Phone No.:
� �
��Approved per applicable codes. � Corrections required prior to approval.
r
COMMENTS:
�
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Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
,
Inspectorc�1—� .�%LL, � �j Date: ��/� � I �f Hrs.: /- 0
j /
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn :
Address:
Word/Inspection Record Form.Doc
Comqanv Name:
State:
3/14/14
Zlp:
T. F. D. Form F. P. 113
I
�
�
��
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
\
�%��� -- � /.� 7 �
�- ='- - 5-- � �
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Type of Inspection:
�i�- L� � 2— �vG ��.-�T` T�"S'7�"
Address: .� Contact Person:
Suite #: % 0 �02,. �--�' DZ-- S
Special Instructions: Phone No.:
�Approved per applicable codes. � Corrections required prior to approval.
�
COMMENTS:
� � C� 7~ .5� S �v�� ��� 5�(
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Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector:
Date: f2 /Z �'j /� ��I H rs.:
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn :
Address:
Word/Inspection Record Form.Doc
Companv Name:
State:
3/14/14
T.F.D. Form F.P. 113
INSPECTION RECORD
Retain a copy with permit
INSPECTION NUMBER
.,�/ .,, - 0 � .5 5 �
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: ,.._. Type of Inspection:
I(��,W f� Gt L a� Z °/�Qit�
Address: � Contact Person: �
Suite #: j Z(� � 2- � Z� � v� ,�
Special Instructions: Phone No.: �
t �
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
-- � 1'�- %Z� �' �-��..
�' V E� �%�-4i✓C.� / N� C-C�L ��'}7'�l S
; .
c o 6Z- � �— 'i G� N
. . ,
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: � 1 Occu an T e:
Inspector:
Date:
H rs..
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
r�+,,.
Company Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
��
,
l��0�3�
GEOTECH
� CONSULTANTS, INC.
2401 l Oth Ave E
Seattle, WA 98102
(425) 747-56i8 FAX (425) 747-8561
�os �ocanoN /� C 7�
i.,b% r6 f �Al.� J�bKh� t V�B-wt►w.A
GENERAL CONTRACTOR O@IEiiAL C�AACTOH'S �B�T
GRADNG CONTRI►CTOR C#iAOWCi SI�NTENDENT
DAILY FIELD REPC�RT
��� ���
ne� oN srre
1 �t�
� oFF 8rT�
��N
HOURS CWIROEO
L• `7C''
IIIIES
< to t
DAY OF WEEK
iDD"i
WEATHER
E//l�i�Il�i�
NEXT SITE VISR:
. � ^y�'"� ' � 17 �
Idi
COPY TO:
81GMATURE �j� �
S I'�`G '� c� � rG.w�.L� � W aI. 1 �iif�' e.. �' �Yli3 T 7' I'YILI�.w w��
1 of 45
'` !�� ,� E11giC1221"S Te1:425-891-5111
� 16507 NE 50�' St: Redmond. WA 98052
DE�IGN CALCU�,ATIONS REviEv'r�o FoR
CODE COMPUANCE
Tukwila Residence APP�OVED
1606x 44th Place S
Tukwila WA 98178
NTP Job # 15-5
�u� o i zo�s
� � .
Cit of Tu ila
BUILDING DIVISION
CORRECTION
�.TR#
F�������P�a
�lii� �� `�'���v�9L�
JUN 2 8 20�6
PE3��iY C��i�'��
2 of 45
Gravity Analysis
DE SIGN CRITERIA 3 of 45
CityofTukwila 2012 IRC & IBC
Building Division/Permit Center
6300 Southcenter Blvd. #100
Tukwila, WA 98188
(206) 431-3670
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND SEISMIC WINTER ICE BARRIER AIR MEAN
SNOW Speed� Topographic DESIGN �� Frostline DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAD (mph) effects `"' CATEGORY Weathenng"' depth"' Termite "' TEMP "' REQUIRED "' HAZARDS `g' INDEX `D TEMP°'
25 85 NO Dl Moderate 12" NA 2� R quired (See map) N/A 51.4 deg.
For SI: i pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code. The weathering column
shall be filled in with the weathering index (i.e., "negligible," "moderate" or "severe") for concrete as determined from theWeathering Probability Map [Figure
R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction shall fill in the frost line depth column with the minimum
depth of footing below finish grade.
c. The jurisdiction shall fill in this part of the table to indicate the need for protecrion depending on whether there has been a history of local subterranean termite damage.
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [FigureR301.2(4)].Wind exposure category shall be determined
on a site-specific basis in accordance with Section R301.2.1.4.
e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Intemational Plumbing
Code. Deviations from the AppendixDtemperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
f. The jurisdiction shall fill in this part of the table with the seismic design category deteruiined from Section R301.2.2.1.
g. The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first
code or ordinance for management of flood hazard azeas), (b) the date(s) of the currently effectiveFIRMandFBFM, or other flood hazardmap adopted by the community,
as may be amended.
h. In accordance with Sections R905.2.7.1, R905.43.1, R905.53.1, R905.6.3.1, R905.73.1 and R905.83.1, where there has been a history of local damage from the
effects of ice damming, the jurisdiction shall fill in this part of the table wiW "YES". Otherwise, the jurisdiction shall fill in this part of the table with "NO".
i. The jurisdiction shall fill in this part of the table with the 100-yeaz retum period air freezing index (BF-days) from Figure R4033(2) or from the 100-year (99%)
value on the National Climatic Data Center data table "Air Freezing Index- USA Method (Base 32°Fahrenheit)" at http://www.ncdc.noaa.gov/oa/fpsf/AFI-pubreturn.pdf.
j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table "Air Freezing Index-USA
Method (Base 32°Fahrenheit)" at http://www.ncdc.noaa.gov/oa/fpsf/AFI-pubretum.pdf.
k. In accordance witli Section R301.2.1.5, where there is local historical data documenting structural damage to buildings due to topographic wind speed-up eff'ects, the
jurisdicGon shall fill in this part of the table with "YES." Otherwise, the jurisdiction shall indicate "NO" in tlus part of the table.
DRAWING # DCD H019
REVISION # ' 2 DATE 10/Ol/2014
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This page intentionally ieft blank
�� F a R T E� �EMBER REPOItT Level, 1. Window Header Master Bedroom PASSED
� 2 piece(s) 2 x 12 Hem-Fir No. 2 14 of 45
+
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Overall Length: 6' 7"
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All locations are measured from the outside face of left support (or left cantilever end). All dlmensions are horizontal.
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• oenecaon criteria: u. (UsSo) and n(L/zao).
• BraGng (Lu): All compression edges (top and bottom) must be braced at 6' 7" o/c unless detailed otherwise. Proper attachment and positloning of lateral
brddng is required to achieve member smbility.
• Applicable olculadons are based on NDS 2005 methodolagy.
• Blocking Panels are assumed Lo carry no loads applied directly above them and fhe futl load is applied to the member being designed.
System : Roof
Member Type : Drop Beam
Building Use : ResidenUal
Building Code : IBC
Design Metfiodology : ASD
Member PiGct�: 0/12
We erh�use�_Notes = � _ �?`; . ' , . -� � � � � � � /�1�
Y . , _ . �„ 4 -�� � ..:� a ,. �� ' �, z� tai �: (Zj}SUSTAINABLE FORESTRY INiTIATtVE
Weyerhaeuser warrants that the sizing of ifis products will be in accorciance with Weyerhaeuser prc�duct design criteria and puWished design values. `;
Weyerhaeuser expressly disdaims any other warranties related to tlie software. Refer to current Weyerhaeuser literature for installatlon details.
(www.woodbywy.com) Accessories (Rim Board, Blocldng Panels and Squash Bbcks) are rwt designed by this software. Use of this wftware is not intended to
circumvent tfie need for a design professional as determined by the authority having jurisdiction. The desfgner of record, builder or framer is responsible to
assure that this calculatlon Is compadble with the overall proJect. Products manufactured at Weyerfiaeuser facilities are third-party certified to sus�inable
forestrv standards.
product application, input design loads, dimensions and support informaUon have been provided by Forte Software Operator
forte SoRware Operator Job Noies
ken nguyen
ntp engineers
(425) 891-5 � 17
micrnjobC'gmeil.com
512i2015 11:44:03 AM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
,�ri C%"� � T�� MEMBER REPaRT Level, 2. Window Header Bedroom #2 PASSED
��� r v � 1 piece(s) 2 x 12 Hem-Fir No. 2 15 of 45
+
0
Overall Length: 4' 7"
, ..___ _ � ____ _ _....� W ,_ _.:._ � ..,.. . , _. .. ,
� ;*�Y� - �v ,, :..,; K ; ���:
�
,� '�A6idm� � �r r ,)i�'r� � :.-,Y�.y�
� � � �:. �
_.__ . __ .__. , , __. r ""4 _ ..� _ _ _ __. .Ax . . .. �
� �
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
+
0
• DeFlection uiteria: LL(LJ360) and TL (tJ240).
• Bracing (Lu): FUI compression edges (top and bottom) must be braced at 4' 7" o/c unless delailed othervvise. Proper attachment and positioning of late2l
bratlng is required to achieve member stability.
• Applipble calculatlons are based on NDS 2005 methodology.
• Blaking Panels are assumed to carry no loads applied directly above them and the full load is applied to tl�e member being designed.
Weyerhaeuser warrants that the sizfng of its products will be in accordance with Weyerhaeuser product design criteria and puWished design values.
Weyerhaeuser expressry disclaims any other warrantles related W tlie software. Refer to current Weyerhaeuser literature fw installation details.
(www.woodbywy.com) Atcessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this wftware. Use of this software is rat intended to
dreumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculatlon is compatible with the overall project Products manufactured at Weyerhaeuser faalides are third-party certified to sustainable
forestry standards.
The product application, (nput design loads, dimensions and suppat infortnatlon have been provided by Forte SoRware Operator
Forte Software Operator Job Notes
ken nguyen 7?Oo2 -0M1th Place S Tukila
ntp cnqinc:ers
(4'25) 891-5i1i
microjob,«�gmall.com
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC
Design Methodology : ASD
Member Pitch: 0/12
{Z,i) SUSiAINABIE FORESTRY INITIATIVE
�i�
5/2l2015 11:56:48 AM
Forte v4.6, Design Engine; V6.1.1.5
Page 1 af 1
:� F' 0 R T E� MEMBER REPORT Level, 4. Roof Beam Along Grid F
1 piece(s) 5 1/2" x 16 1/2" 24F-V4 DF Glulam
+
0
Overalt Length: 15' 11"
� �5; �� �y.
_ � .; _. .... ,
x
� f.��<-, ,,� "�:
� K .' . ; ', li
i u � .., r„ . ; �r: ~ r
. . !� �-..,f..,�__ ...�� �...�. �ffi?^..,_:-��..�. ,.___ .._.,.. ; _ . � ,�,. ..... _ _.._.._ ,i:
. 15
�
All locations are measured from the outside face of left support (or left cantilever end). All dimensfons are horizontal.
�i�
+
0
• Deflectlon cri0eria: LL(LJ360) and 7t (U240)•
• Bradng (Lu): All compression edges (top and bottom) must be brdced at 15' li" o/c unless detailed otherwise. Proper attachment and posiGoning of labe2l
brecing is required to achieve member stability.
• Critlpl positive moment adJushed by a volume factor of 0.99 that was calculated using length L= 15' 3".
• The ef%cts of positive or negative camber have not been accounted for when calalatlng deNecctron.
• The specified glulam Is assumed ho have its strong Iaminatlons at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable plculatlons are based on NDS 2005 methodology.
• Blakfng Panels are aswmed to carry no loads applied directly above them and the full load is applied to the member being designed.
PASSED
16 of 45
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Cade : IBC
D�ign Methodology : ASD
Member Pitch: 0/12
WeyerhaeuserNafi�s W . ` "' ����x` ; .,�. `' ,.,j ;., �.��..
� .. .. . ��`� � �s � SUSTAINABI.E PORESTRY INITIATIVE
Weyerhaeuser warrants tfiat the slzing of its producCs will be in accordarxe with Weyerhaeuser product design criteria and published design values. �
Weyerhaeuser expressly disclaims any other warranties relabed to tlie software. Refer to cument Weyerhaeuser literature fa installation details.
(www.woodbywy.com) Accessories (Rim eoard, Blodcing Panels and Squash Blocks) are not designed by this soRware. Use of this soRware is rat intended to
circumvent the need for a design professlonal as determined by the authority having jurisdiction. The designer of record, builder or fiamer is responsible to
assure that this calculatlon is compatlble with the overall project. Products manufadured at Weyerhaeuser fadlibes are third-party certified to suslainable
forestry standards.
The product applipUon, input design loads, dimensions and support information have been provided by Forte SoRware Operator
Forte Saftware Operator Job Notes
ken nguyen 12062 44th Place 5'iukila
ntp c:nginc;ert
(4'25) 891-5 � 11
microjobt%9gmaiLcom
5/2/2d75 4:t5:03 PM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
BeamChek v2014 licensed to: NTP Engineers Reg # 7756-68017
TUKWILA RESIDENCE 5.Column Grids F-3
Prepared by: Date: 5/02/15
Selection 6x 6 df1 Solid Wood Column
Conditions NDS 2012, Using values for 5x + solid sawn, Posts and Timbers.
Data
17 of 45
Load 16635 # Column Area 30.25 inz Kf 1.00
Actual Height 8.0 ft le d1 Effective Ht 12 in c 0.80
Unbraced L1 1.0 ft le d2 Effective Ht 12 in KcE 0.30
Unbraced L2 1.0 ft Ke Buckling Mode 1.0 FcE 100926
Attributes and Values Controlling d is 5.5 inches �`' �� ���'� `��'� �������
Reference Values 1000 1.6
le/d psi Area (in� Adjusted Values 998 1.6
Actual 2 550 30.25 CF Size Factor 1.00
Critical 50 998 16.67 Cd Duration 1.00
Status OK OK OK Cm Wet Use 1.00 1.00
Ratio 4% 55% 55% Cp Stability 1.00
Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 550 psi.
+
0
MEMBER REPORT Level, 6. UpperF/oorJoist
1 piece(s) 11 7/8" T)10 210 @ 16" OC
Overall Length: 30' 101/2"
,� ,�.
x�x � . � � . � . �
75 '� 14' �
a o 0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
+
0
• Deflection criteria: LL(U480) and 7L (IJ240).
• Brecing (Lu): All compression edges (top and botbm) must be braced at 4' S 5/8" o/c unless de�iled otherwise. Proper at�chment and posidoning of lateral
bracing is requfred to achieve member stability.
• A structurdl analysis of the deck has not been performed.
• Deflecdon analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge•" Panel (24" Span Radng) that is glued and nailed down.
• Addidonal wnside2tlons for the TJ-Pro•" Radng indude: None
• wm �oaro is assumetl to carry all loatls applieU directly above it, bypassing the member being designed.
PassE�
18 0# 45
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC
Design Methodology : ASD
8�f$ �; � BU$�i'. � �� - � - - �� � � . ��.� ,�' , �-�. SUSTAINABLE WRESTRYINITIATNE
Weyerhaeuser warrants tlwt the sizing of its producls will be in accorclance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disdafms any other warranties related to the soRware. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Bbcking PanNs and Squash Blocks) are rat designed by this soRware. Use of this software is not intended to
drcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this wlculation is compatible witfi the overail project Products manufactured at Weyerhaeuser fadlities are third-party certlfied to sustainable
forestry standards.
The product applicatlon, input design loads, dimensions and support infortnation have been provided by Forte Software Operator
Forte Saftware Operator Job Notes
ken nguyen t'1..002 A4th Place S lUkila
ntp enginc±ers
(425) 89t-5�11
microjob �'gmaiLcom
5/5l2015 1:48:13 PNi
Forte v4.6, Design Engine: V6.1.1.5
Job.4te
Page 1 af 1
�;p C� D��� MEMBER RERORT Level, 7. Upper Floor Joist Under Bed Rm PASSED
' � �� 1 piece(s) 2 x 12 Hem-Fir No. 2@ 16" OC 19 of 45
+
0
Overall Length: 16' 7"
�_ �
�;
,4 .�� E,,: �.l' ���'� �� �� ,� °�" '
�.:
� �,�.. . ��� �a. <�. .. ....�.. .. , ,�. , ,_ __ �� _.x ..
. 16'
Q
All locations are measured from the outside face of left support (or leR cantilever end). All dimensions are horizontal.
0
+
0
• Deflection criteria: LL(L/480) arM TL (L/240).
• Breang (Lu): All compression edges (top and botOom) must be braced at 3' 10 3/4" o/c unless detailed otherwise. Proper attachment and posidoning of lateral
brecing is required to achieve member stability.
• A 15% inttease in the moment capadty has been added to aaount for repeddve member usage.
• Applipble plcuWtlons are based on NDS 2005 methodolagy.
• No composihe acdon between deck and joist was considered in analysis.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
System : Floor
Member Type : Joist
Building Use : Residendal
Building Cade : IBC
Design Metliodology : ASD
_ .. � � : ��, �_
Weyerriiae�ser;N� : . ,. . +`'' , ,, : ,
, . �� � /�
_',�-� '; � . -: . �' x�:;. � � �.�+;., .: ` : � _' (I�SUSTAINABLEFORESTRYINfflATIVE
Weyefiaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product deslgn Mberia and published design values. l
Weyerhaeuser expressly disdaims any other warrandes related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Aaessories (Rim Board, Bbcking Panels and Squash Blaks) are rat designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdictlon. The designer of retord, builder or framer is responsible to
assure that this wlalatlon is compatlble with the overall project Products manufachired at Weyerhaeuser facilities are thircl-party certfied to sustainable
forestry siandards.
The product appliodon, input design loads, dimensions and support informadon have been provided by Forte Software Operator
Forte Software Operator Jotr Notes
ken nguyen 12002 44th Fface 5lukila
ntp enyineers
{425) 891-5111
micrqjobC«�gmaiLcom
5I2f2015 5:57:04 PM
Forte �4.6, Design Engine: V6.1.1.5
Page 1 of 1
,�� ������ MEMBER REPORT Level, 8. Bloor Beam at Grids 8-2
'�� 2 piece(s) 2 x 12 Hem-Fir No. 2
+
0
- ,.._ _ __ �� �__.
� ,� s �r
. ., .��"'� '.;7fi ..� '
,
.'3 .. �<i' ��
� :k . , . . ._ 4 :.
?' n:� ,., � �' � i nk' .. . . -�. �' �.� ... A��
. .....,... ,... . s�._. ..rr.'..+ .,'e�/ �.o.:.,..� ......,��.....:.� .....-w.f. ......._. _ aax.tt�w..._ .. .. .... ..
5'
a o
All locations are measured from the outs(de face of left support (or left cantilever end). All dfinensions are horizontal.
Overail Length: 5' 7"
+
0
• Deflection criberia: LL (U480) and TL (LJ240).
• Bradng (Lu): All compression edges (top and bottom) must be braced at 5' 4 1/2" o/c unless detailed othenvise. Proper attachment and posidoning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
• wm eoara �s assurtrea to orry all loads appiied directly above it, bypassing the memher being des(gned.
,. , ,.
' ttibuEary -Dcad i�obr Live
LO�tlS'�� �� � �°�°�. €o�atinn . .�. • ., Widlh , _ (4:90i ' �'11.GG} Ctim�►t�ts �
1- Uniform (PSF) 0 to 5' 7" 10' 12.0 qp,p Residential - Living
PASSED
20 of 45
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC
Design Methodology : ASD
�1Meyerdtaetts�('-�tot�S,. > � � � � �;; � . �.�����, c-� � � � . �' �f =�; �susraiw�a� FoaEsrariNmarn�
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design cri6eria and published design values.
Weyerhaeuser expr�sty disclaim5 any other warrandes related to the soRware. Refer to current Weyerhaeuser litereture for installatlon details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this wftware. Use of this soRware (s rrot intended W
dreumvent the need for a design professional as determined by the authority having jurisdiction. The designer of rewrd, builder or framer is responsible to
aswre that this calcuWtion is compatible with the overall project Products manufactured at Weyefiaeuser faalides are third-party cerefied to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte SoRwnre Operatar Job Notes
ken nguyen 12.Oo2 AM1th Piace 5 Tukila
ntp engin<�rs
{425) 897-5 i11
microjob: 'gmail.com
5l2/2015 6:11:46 PM
Farte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
�.� F 0 R T E� �EMBER REPORT Level, 9. Upper FJ at Grid B-3 PASSED
1 piece(s) 2 x 12 Hem-Fir No. 2@ 16" OC 21 of 45
+
0
Overall Length: 14' 7'
�� ; .,. �� � :u ���� _ ���r �
.,.. _ ,
. ��ss�.
., ,
�
: ,
. . - • �_,� : -
�,�: .>._
. 14'
�
All locations are measured from the outside face of left support (or left canUlever end). All dimensions are horizontal.
0
+
0
• Deflection criteria: LL (L/480) and TL (LJ240).
• Bracing (Lu): All compression e�jes (top and bottom) must be braced at 6' 3 3/16" o/c unless detailed othenvise. Proper attachment arM positloning of lateral
bracing (s required to achieve member stability.
• A 15% increase in the moment capacity has been added to aaount for repetlUve member usage.
• Applicable calalations are based on NOS 2005 methoddagy.
• No composibe action between deck and joist was considered in analysis.
• Rim Board is aswmed to prty all loads applied directly above it, bypassing the member being desi9ned.
System : Floor
Member Type : Jast
Building Use : Residentlal
Building Gale : IBC
Design Methodology : ASD
�Weyer�aeuser�lVW�s �.;` ...;� � � �_� ��.:� �� �. ;� ���� � :�, r .,
. ... . . .. .. .. . :... . . . . . .. ".�� � SUSTAINABIE FORESTRY INITWTNE
Weyerhaeuser warrants that the sizing of its products wlll be In accordance with Weyerhaeuser product design aiberia and published design values. �
Weyerhaeuser expressly disdaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installatlon details.
(www.woodbywy.wm) Accessories (Rim Board, Blocldng Panels and Squash Biaks) are not designed by this software. Use of this software is not intended to
arcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calalatlon is compadWe with the overall project Products manufactured at Weyerhaeuser faalities are third-party certfied to sustainable
forestry standards.
The product applicadon, input design loads, dimensions and support infama0ion have been provided by Forte Software Operator
forte Software Operator Job Notes
ken nguyen 72002 44th Place 5 Tukila
ntp enqineers
{4'25) 897-.5�11
micxqjob<:9gmaii.com
5/4/2415 8:27:3& AM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
� c X► �� C'� MEMBER REPORT Level, 10. Upper Floor Beam at Grids C-2
, r- v c 1 piece(s) 6 x 12 Douglas Fir-Larch No. 1
+
0
Overall Length: 16' T
�; ���: � �, � x �� �� �� �
;�� " ;x ,
..� � � � > Y � � ��
� ��
�?�- �� � x, � a�
�,�t ._ .,,�...,,,. , _ �,��, ��.� �r .. .a,��..�. ,,.. �,�,,. ..., �..� �' , a�. _���
.. 1G
a
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
n
+
0
• DeFlection criteria: LL(U'�) and TL (L/240).
• eradng (Lu): All �mpression edges (top and bottom) must be braced at 16' 41/2" o/c unless detailed otherwise. Proper attadiment and positloning of lateral
braGng is required to achleve member stabilfty.
• Apqicable calalations are based on NDS 2005 methodology.
� ,:
Suppor�s � r::
1- Stud wall - SPF 3.50" 2.25" 1.50" 1392 1686
2- Stud wall- SPF 3.50" 2.25" 1.50" 1392 1686
• Rim Board is assumed to carty all loads applied directly above it, bypassing the member being desii
3078
3078
A�ries, ::.
1 1/4" Rim Board
1 1/4" Rim Board
PASSED
22 of 45
System : Floor
Member Type : Flush Beam
Building Use : Residential
8uilding Code : IBC
Design Methodology : ASD
fNeyerhaeuser Notes . � �.�_ , , � ._: �-,.: ���_ ��:e z ., . �. /�
. . . . �� ... . . �.� . . . � .. I (Z�) SUSTAINQBIE fORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its producis will be in accordance with Weyerhaeuser product design criteria and published design values. \�
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser lite2ture for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blaks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that tliis calculation is compatible with the overall project. Products manufactured at Weyerhaeuser fadlities are third-party certified to sus�inable
forestry sqndards.
The product applicatbn, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes
ken nguyen i24o2 44th Piace S Tukiia
ntp enqin:±ers
{4'25) 897-5 �11
micrc�job(igmaiLcom
5l4i2Q15 82929 AM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
��/'1 �� C� MEMBER REPORi Level, 11. Uppr Floor Beam Header
, v G 1 piece(s) 4 x 12 Hem-Fir No. 2
+
0
Overall Length: 4' 7'
� �... .,i.. , .. . ✓, .... . � ..H,. ��v� Fv% � N��• :�.�
� 9a�». .
4'
�
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
+
0
• Deflection criteria: LL(U480) and TL (L/240).
• Bradng (Lu): All compression edges (top and bothom) must be braced at 4' 4 1/2" o/c unless detailed otherwise. Proper attachment and positloning of laberal
bracin9 is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
• Rim Board is assumed to prry all loads applied directly above it, bypassing the member bein9 designed.
PASSED
23 of 45
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC
Design Methodology : ASD
�%L�$�CUS$C i�0�5 ,.,.�. , ;, � i .�r. 3 • :: :'� „, � �:� ' : :E: � � ..:�. . .... , �x s " � � . ..% (Zj) 5USTAINABLE FORESTRY INITIATIVE
Weyerfiaeuser warrants that the sizing of its producCs will be in attordance with Weyerhaeuser product design cri0eria and published design values. �'
Weyerhaeuser expressty dixJaims any other warranties related to the software. Refer ho current Weyerhaeuser literature for instaltation details.
(www.woodbywy.wm) Accessories (Rim Board, Blocking Panels and Squash Blaks) are rrot designed by this software. Use of this soRware is rrot intended 60
circumvent the need for a design professional as determined by the authority having jurisdicpon. The designer of record, builder or fiamer is responsible to
aswre that this calculation is compatible with the overall project Product5 manufactured at Weyerhaeuser fadlities are third-parry certified to sustainable
forestry standards.
The product applicatlon, Input design loads, dimensions and support infamadon have been provided by Forte Software Operator
Forte Software Operator Job Notes
ken ng�yen 12002 44th Place 5 Tukila
ntp enyinc±t�rs
{425) N97•5t11
micrc�joBr9gm3iLcom
5/3/2015 4:01:22 PM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
� C a D��� MEMBER RERORi Level, 12. Upper F/oor Beam Above Garage
� !� 1 piece(s) 3 1/2" x 15" 24F-V4 DF Glulam
+
0
Overall Length: 15' 11"
,. ...._. ... . _
; ` ��. d �� �, ;
���� � � x
���F .._ �. . `,. . . . ,., _,Axz. y �,�� . .. . ��:�_� .. ��'�� . . .�. �,� �, _ ����. ,,.z� � �
. �s� �.. ,�
0
All locations are measured from the outside face of left support (or left candlever end). All dimensions are horizontal.
�'
+
0
• oenectlon cnterla: LL(U360) antl TL (L/240).
• BraGng (Lu): All compreulon edges (tap and bothom) must be braced at 15' 11" o/c unless detailed otherwise. Proper attachment and positloning of lateral
braong is required to achieve member stability.
• Gitipl positive moment adJushed by a volume factor of 1.00 that was calculated using length L= 15' 3".
• The effects of positive or negative pmber have not been aaounted for when calculatlng deflectlon.
• The spedfied glulam is assumed 6o have i5 strong IaminaUons at the bottom of the beam. Install with proper side up as indipted by the manufacturer.
• Applicable calalatlons are based on NDS 2005 methodology.
• e�ocang Paneis are aswmed Lo carty no loads applied directly above them and the full load is applied to the member being designed.
Weyerhaeuser warrants that the sizing of its products will be in accardarxe with Weyerhaeuser product design criteria and puWished design values.
Weyerhaeuser expreuly disclalms any other warrantles related to tlie software. Refier to current Weyerhaeuser literature for fnstallation details.
(www.woodbywy.com) Accessorles (Rim Board, Blocking Panels and Squash Blaks) are not designed by this soflware. Use of this software is not intended to
Grcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to
aswre that this calalation is compatlble with the overall project Products manufacwred at Weyerhaeuser fatllides are third-parry certified to sustainable
forestry standards.
The product applicadon, input design loads, dimensions and support informadon have been provided by frorte Software Operator
Forte Software OperaWr Job Notes
ken nguyen 12002 44th PIatC S Tukila
ntp enginc:ers
i425) 891-.5 i 11
microjob•u'gmail. com
PASSED
24 of 45
System : Roof
Member Type : Drop Beam
Building Use : Residentlal
Building Code : IBC
Desfgn Methodology : ASD
Member Pitch: 0/12
(Zj) SUSTAINABLE fORESTRY INITIATIVE
Y
5l3t2015 4:01:59 PNi
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
,�,f!� C f1 � T c'� MEMBER REPORT Level, 13. Garage RoofJoist
!i3 r u i G� 1 piece(s) 2 x 6 Hem-Fir No. 2@ 24" OC
+
0
- �� `�
�^�- -�i �" ` '. �"-� . � � k �� �� � �� ��#� I
� � ., . - '
4 � � � �r. ' : �' � �
� ,
�� ' +� ���� � ,
�. � �4 za
,
a.. � .���
,,�
. �_..
{+ ._ .. ..�a _. , » ,. .,. .
', s. ; . � - 8,
�'I L� .
a o
All locations are measured from the outside face of left support (or left canUlever end). All dimensions are horizontal.
+
0
• DenecUon criteria: LL(L/360) antl TL (UZ4U)•
• Overt�ang deflection aiteria: LL(2L/360) and TL (2L/240).
• Bradng (Lu): All compression edges (top and bottnm) must be braced at 10' 7 9/16" o/c unless detailed otherwfse. Proper attachment and positloning of lateral
brecing is required to achieve member stability.
• A 15% increase in the moment dpacity has been added to aaount for repetitive member usage.
• Applipble calculatlons are based on NDS 2005 methablogy.
• eioating Panels are assumetl Do prty no Ioads applied directly above them and the futl load Is applied to the member being designed.
�` r Dead Rcof:Live �,
i, X _
��9�.:� � . 3 ..-. _ ,.. , _. _ _. . .._ � ,.d_, � . _ .. �. _ � .. . _' -�r'�. . .
1- Uniform (PSF) � 0 to 10' 1" � 24" � 15.0 � 20.0 � Roof
PASSED
25 of 45
System : Roof
Member Type : ]oist
Building Use : Residential
Building Code : 2BC
Design Methodology : ASD
Member Pitch: 4/12
IA/e�fL'1'ltd@aSB� NO#&S ; _ • .
� . .. �: � -. . �. ".. .. � ,- - . :': -.: SUST0.INABLE FORESTRY WITIATNE
__ _ . ..... .. .
Weyerhaeuser warrants that the s¢ing of its products will be in accordance with Weyertweuser product design criteria and published design values.
Weyerhaeuser expressty disdaims any other warranties rela6ed to tlie software. Refer to curreM Weyerhaeuser literature for instaliation details.
(www.woodbywy.wm) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this soRware is not intended to
cirwmvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that thfs wkulabon is compatlble with the overall project. Praducts manufachrred at Weyerhaeuser fa�litles are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support informadon have been provided by Forte Soflware Operator
Forte Software Operator Job Notes
ken nguyen 12002 A4th Place S'Tukila
ntp c:nginc:ers
y4251 $91-5111
microjob'�9gmail. com
5(3/2015 5:24:37 PM
Forte v4.6, Design Engine: U6.1.1.5
Page 1 af 1
�,� C a�� c� MEMBER REPORT Level, 14. Living/Dinning RoofJoist PASSED
'�� � 1 piece(s) 2 x 12 Hem-Fir No. 2@ 24" OC 26 of 45
+
0
4�
_,., . .....,....,,
��_,�
b.. ___ ,
,,, r_.- , �:
f i k i:
'31 ..�s,'" .3F�� z�� ..�Pi1
,,..u.,, E' �'.. :; \A. '�� ..z[� 'x � k�
tt
#f g�.�,2. „ , . �.,. . _ .
.. �.d a�.tk`.mA:�A • , _ _
� s �.,� �s� I,
All locations are measured from the outside face of left support (or lefi cantilever end). All dimensions are horizontal.
+
0
• Deflection criteria: LL (L/360) and TL (U240)•
• Werfiang deflectlon alteria: LL (2L/360) and TL (2L/240).
• Braang (Lu): All compression edges (top and bott�m) must be braced at 4' 7 1/16" o/c unl�s detailed otherwise. Proper attachment and positioning of lab�al
braGng fs required to achieve member stability.
• A 15°h increase in the moment capadty has been added to account for repetitive member usage.
• Applicable olculations are based on NDS 2005 methodology.
'SuppOitS ,. ',..; ;>
1- Beveled PWte - SPF 3.50"
2- Beveled Plate - SPF 3.50"
• Blaking Panels are assumed to carry no loads
��'.
.. �s,
�ries
3.50" 1.50" 311 394 705 Blaking
3.50" 1.50" 261 331 592 Blodcing
applied directly above them and the fuli load is applied to the member being designed.
erhaeuser warrdnts that the sizing of its produds wilt be in aaordance with Weyerhaeuser product design criberia and published design values.
erhaeuser expressly disclaims any other warrantles related to the software. Refer ho arrent Weyerhaeuser literature for installation details.
w.woodbywy.wm) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this soRware. Use of this soRware is rat intended to
imvent tfie need for a desi9n professional as determined by the authoriry having jurisdiction. The designer of record, builder or framer is responsible to
re tfiat thfs calalatlon is compadMe wfth the overall project ProducLs manufachired at Weyerhaeuser faalitles are third-party certlfied to sustainable
ctry standards.
produc[ applipdon, Input design loads, dimensions and support informadon have been provided by Forte SoRware Operator
Forte Software Operator Job Notes
ken nguyen 12002 44th Place S Tukila
ntp c:ngin�:ers
(a25) 83M1-5�1S
microjob'«'gmail.com
System : Roof
Member Type : Joist
euilding Use : Residential
Building Cade : IBC
Design Metfiodology : ASD
Member Pitch: 4/12
(Z� SUSTAINRBLE FORESTRY INITIATIVE
l
51312015 5:26:34 PM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
",�r�, c o���� MEMBER REPOR7 Level, 15. Dinning Window Header
�1°�� � 1 piece(s) 2 x 12 Hem-Fir lVo. 2
+
a
Overall Length: 6' 7"
� � � - �._ -�;
' � a�� �� � " � �'� �
� ��4 � : � r� �
, � > �� °;`�" �. ;,:
r„ ,__��, .. �. � ... _ _ _. - ____.. . .: . _ ... �� Q__� . � �
� 6
0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
+
0
• Defiection criteria: LL (U360) and Tl (U240)•
• Breung (Lu): All compression edges (top and bottom) must be biaoed at 6' 7" o/c unless detailed otherwise. Proper attachment and positioning of IaLeral
bradng is required Uo achieve member stability.
• ApplicaWe plculadons are based on NDS ?A05 methodology.
SU��OI'�5
1 - SWd wall - SPF
2 - Stud wall - SPF
• Blaking Panels are assumed to carry no
£ �, � ',
-- —es _.�. � _
3.50" 3.50" 1.76" 409 658 1067 Blocking
3.50" 3.50" 1.76" 409 658 1067 Blocking
loads applied directly above tliem and the full load is applied to the member being designed.
PASSED
27 of 45
System : Raof
Member Type : Drop Beam
Building Use : Residentlal
BuiWing Code : IBC
Design Methodology : ASD
Member Pitch: 0/12
,
WQyBl�@USe1�I�OteS` -._ ,., �', � ?���_ r .� �r� ��� �, r '; �r�,_' � �: /�1�
. . . . .. .. _ . . . - . . : ' � (Z,S) SUSTAINABtE FORESTRY INITIATNE
We erhaeuser warrants that the sizin of its roducts will be in accordance with W erhaeuser �
Y 9 p ey produd design criteria and published design values.
weyerhaeuser expressly disclaims any other warrantles related to the software. Refer ho current Weyerfiaeuser literature for instatladon details.
(www.woodbywy.com) Accessories (Rim Board, Blaldng Panels and Squash BlocJcs) are not designed by this software. Use of this wftware is not intended to
dreumvent ihe need for a design professianal as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculatlon is compatible wfth the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product appliotion, Input design loads, dimensions and support informadon have been provided by frorte Software Operator
Forte Software Operator Job Nates
ken nguyen 12002 44th Place S Tukila
ntp enyin��ers
(425) 897-5117
mic:r ojobC�gmaii.com
5/3l2Q15 5:40:35 PM
Forte v4.&, Design Engine: V6.1.1.5
Page 1 of 1
�� F 0 R T E� MEMBER REPORT Level, 16. 6 h Widnow HeaderAlong Grid 1 PASSED
� 2 piece(s) 2 x 12 Hem-Fir No. 2 28 of 45
+
a
Overall Length: 6' 7"
,, .,__ ,._. ,� ,__,
� ��:: �-� � ������ ��.�;
1 �5'
( r '� `x :� � . L '�� .�. . �_ .. � _
K
� � il
4 ' a ,:: a'S�},'.Y �'-.� „ ,.,. . �� �'�x'�' .H . .:: „�.±. �:
.. s�
�
All locations are measured from the outside face of left support (or left cantllever end). All dimensions are horizontal.
�
+
0
• DeHection criteria: LL(L/360) and TL (U240)•
• Bradng (Lu): All compression edges (top and botUom) must be b2ced at 6' 7" o/c unless detailed otherwise. Proper aUachment and positioning of lateral
bracing is required to achieve member stability.
• Apqicable calalatlons are based on NDS 2005 methodology.
- �,��'�� �s�ak. :ai.�Ji.., . , � . �
�pp� � rota�
1- Stud wall - SPF 3.50"
2- Stud wall - SPF 3.50"
• Biaking Panels are assumed to carry no loads
tpD �en9m.; Lodds aoSupPoeis
xTr,�
rai�bie Retjuired' Dead �loor
.
t;,�e
3.50" 1.50" 555 1053
3.50" 1.50" 555 1053
directly above them and the full load is applied to
1608 Blocking
1608 Blocicing
a member being designed.
System : Roof
Member Type : Drop Beam
Building Use : Residential
Buildinq Code : IBC
Design Methodology : ASD
Member Pitch: 0/12
WeyerhdetiserNotes - •. . ; r<: �: ; � �; � fi=� ,r; -z, /�
.�. .�. ... . .:. ... ... • . - n; (ZS}SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of iLs products will be in accordance with Weyerhaeuser product design cri0eria and published design values. `r
weyerhaeuser expressy disclaims any other warranties related to the software. Refer to current Weyerhaeuser IlteraWre for installation details.
(www.woodbywy.com) Acceswries (Rim Board, Blodcing PanNs and Squash Blocks) are rmt designed by th(s soRware. Use of this software is not intended to
circumvent the need far a des(gn professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculaUon is compatible with the overall project Products manufactured at Weyerhaeuser fadlities are thircJ-party cerrtified to sustainable
forestry standards.
The product application, input design loads, dimensions and support informatlon have been provided by Forte SoRware Ope2tor
Forte Software Operatar Jab Notes
ken nguyen 12002 A4th Place S TLkila
ntp engineers
{4'25) 891-5�11
microjqb:«gmaiLc:om
5i3l2015 5:52:32 Pti4
Forte v4.6, Design Engine: V6.1.1.5
Page 1 0� 1
:�� �� x SOLUTFONS REPORT Main Floor, 20. M.F. Beam at Grids B-F & 3
Current Solution: : 1 piece(s) 4 x 10 Hem-Fir No. 2
Overall Length: 12' 71/2"
t �,�, �. �e'
��" 3Y-,� °�: � � ; .r _
�; �:. 1'k ':.
< x
�, �
+ �::. �- , . . , � ��� 3 ;� � �r� ' ,qz -
�...�,,.- :a; ,�"�,
�
. . ,_ .... ... . . ., _ . . _. _ _' '..., _'
� f . . ...�• a`"-. �� .,:5:�,._— „F .._....._. .,�:
Y� �� �
i' 3
y �a' �� �x� �� :- 'Y�i }.
7� ��'`�x�;s � � � , '�� � �-_ . $ ,,{�
�..:� r sx�� '�^�`�.1 L�� .�.& ' T Y3'�`;4
�. F,�%s� - � � � - � i e � r +� �'
... . �sbk�,x` _.
1' 6' '(�. . 5' 7 1/2• .; . �_ � . 5' 1 1/2'
�,
� � �
All locations are measured from the outside face of left support (or
left cantilever end). All dimensions are horizontal.; Drawing is
Conceptual
PASSED
29 of 45
System : Floor
Member Type : Drop Beam
Building Use : Residential
Buflding Code : IBC
Design Melfiodology : ASD
�1: i'�'�� S�t�fiils e�� � . � � - _ .�,�'"
� . � 1, . ,, .
, � r. ��
r , .. . ,
�: � ,, . , :
y ,��� ,,... . . �
tY
�2�tt� series � � Pii� wand Yot
. , . ._. ,R �., . , ,, : _.. ,
9 1/4" 4 x Hem-Fir No. 2 1 51.80
The purpose of this report is for product comparison only. Load and support informatfon necessary for professional design review is not displayed here. Please print an
individual Member Report for submittal purposes. '
Forte Software OperaEor .7ob Notes
ken nquyen 12062 44th Piace S Tukila
ntp en�inr_ers
{425} By1-511'i
mir, rpj�h�v>t�maii. r,om
5l3/2015 8:52:02 AM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
y� c� p� c'� MEMBER REPORT Main Floor, 21. M.F. Beam at Grids F-D & 3
r �� � 1 piece(s) 6 x 12 Hem-Fir No. 2
+
0
a �� „ ��� ,�x ,.: � ,,, ,
— a � � � " � � ��€ . ° .� _
�� �<� � ���, �'� ,;
fa � � �� �, _ �. � � .: , �_
�
ll''��," t� ,, i: c zt�;4,.�.. �sz ,.':.aer� F�:�_ __ d,.� a<. ..�.... .,��� _. _��:�._ .«•...,.,, �`
1' 6' � T 1 1!2' ��V T 1 12'
�
� � 0
All Iocations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Overall Length: 17' 1 1/2"
+
0
• oenecuan cr�cena: �� (Usw) and Tt (Uzao).
• Overhang deNectlon criteria: LL (2L/360) and TL (2L/240).
• Bradng (Lu): All compression edges (top and bottom) must be braced at 17' 1 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable plculations are based on NDS 2005 methodology.
�a*y!�9 �� �oads"fia Supports (Ips} ' ;
�sf oa
�pP� ;, 'r��ta� �:�,,a�tadue ,y�epu�rea a�a�_ ��, ramt
1- Stud wall- SPF 5.50" 5.50" 1.85" 947 3174 4121 �
2- Stud wall - SPF 5.50" 5.50" 334" 1787 5649 7436
3- Stud wall- SPF 5.50" 5.50" 1.50" 622 2195/-290 2817/-290
• Blaking Panels are assumed tp prry no loads applied directly above them and the futl load is applied to the memb�
Blodcing
Blodcing
being designed.
Weyerhaeuser warrants that the sizing of its pruducts will be in accordance with Weyerhaeuser product design criberia and puWished design values.
Weyerhaeuser expressy disdaims any other warrantles related to the software. Refer to current Weyertweuser lite2ture for installatlon details.
(www.woodbywy.rnm) Accessories (Rim Board, Biocking Panels and Squash Blocks) are rat designed by Uds software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that tfiis calculation is compatible with the overall projecL Products manufachued at Weyerhaeuser facilities are third-party certified to sustainable
forestry standarcJs.
7he product application, input design loads, dimensions and support ir�formation have been provided by Forte Software Operator
Forte Software Operator Job Notes
ken nguyen 120ti2 4 M1th Place S Tukila
ntp cngin��ers
(42:i) R97-5':l t
micr ojob:«,gmail.com
PASSED
30 of 45
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC
Design Metliodology : ASD
�(ZS} SUSTAINABIE FORESiRY INITIATNE
�`.
5/3/2015 9:34:06 AM
Forte v4.6, Design Engine: V6.1.1.5
Page 1 of 1
�+ C� p� c� MEMBER REPORT Main Floor, 22. M.F. Beam at Grids F-D & 3
r �� � 1 piece(s) 5 1/2" x 12" 24F-V8 DF Glulam
+
0
, . _._ _ ...._. .. . . _�,, .__ ,... _ _� _,. .. .
_ �- „ � M.�. �- -�-,,
� m,,,
.n�� .; kt
1 ii F
f 1 11 i:
t i �y 7 � i:
/1 .5 �'.. . ��" �.. ... , . �-.�s.."L£,.._. ....���� � .a;i� . .v"� � .... :a ,�'i � �`: na �
1� �� T 1 1/2' �. T 1 1/2' _��
�
o a a
All locations are measured from the outsfde face of left support (or left cantilever end). All dimensions are horizontal.
Overali Length: 17' 1 12"
+
0
• Deflection criLeria: LL(L/360) and TL (L/240).
• Overhang deflecfion aiterta: LL(2L/360) and TL (2L/240).
• BreGng (Lu): All compression edges (top and botOom) must be b2ced at 17' 1 1/2" o/c unless detafled otherwise. Proper attachment and posidoning of lateral
bratlng is required to achfeve member stabitity.
• Gitipl positive moment adjusted by a wlume fac0or of 1.00 that was calalated using lengtfi L= 6' 4 3/8".
• Gitical negadve moment adjusted by a volume factor of 1.00 that was wlculated using length L= 3' 10 15/16".
• The effec[s of positive or negative camber have not been accounted for when calcuWting deFlectlon.
• Applicable plwlations are based on NDS 2005 methodology.
• Blodcing Panels are assumed Oo prry no loads applied directly above them arW the full load is applied to the member being designed.
PASSED
31 of 45
System : Flaor
Member Type : Drop Beam
Building Use : Residendal
Building Cade : IBC
Design Metliadology : ASD
�ve er�aease�:Notes �;` � � � � ,^ � � - - �n �;
_, . Y _ . --- .�... . . . , - . . - : � . � .� : ., . , � - ; '� < � SUSTAINABtE FORESTRY INITIATIVE
Weyerhaeuser wartants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disdaims any other warrandes related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbyvry.com) Accessories (Rtm Board, Blodcing Panels and Squash Blocks) are rat designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdictlon. The designer of record, builder w framer is responsible to
assure that this calculation is compatlble with the overall project. Products manufachired at Weyerhaeuser fadlitles are third-party certfied to sustainable
forestry standards.
The product appliption, input design loads, dimensions and support informadon have been provided by Forte SoRware Operator
Forte Software Operator Job Notes
ken nguyen 72002 4M1th Place 5'tukila
ntp enginc:ers
{425) 897-5117
microjob<a'gmail.com
5/3/2Q15 9:58:02 AM
Farte �4.6, Design Engine: V6.1.1.5
Page 1 af 1
32 of 45
Lateral Analysis
5132015 . Desic,� Maps Summary R�at
������� Design Maps Summary Report
User-Specified Input
Report Title 12060 44th Place S Tukwila 98178
Mon May 4, 2015 01:34:55 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.49556°N, 122.27429°W
Site Soil Classification Site Class D-"Stiff Soil"
Risk Category I/II/III
; �� ��`�f�
� �
i � '� '•�
s i� � �-
' �� ` �r' ��
; t����� .
f f . 41�:.�f���k.
} ..l. ���`'
� � � �' � -:,_..�
; ��'.,� ���� � �`��
� ; �,�,�����
; ���
; ; ��`� -- >'�
�. tt���"' �.
�. .
r� ,r�°��,, ��t
;. t �+ -•� a��.
� j , ��:�
�.��... ��- ,. � � x .�:
,�-=- � • i
�
�.� �� �f � _
�
� � �� . � ` d ,sk
�..__'��---� �
��i F111.G�i�6jYCL'�} : . .. .. . ._,.
_. _ _ �.d�'"r�,`. �, .
USGS-Provided Output
SS = 1.503 g SMs =
51 = 0.564 g SMl =
1.503 g
0.846 g
Sps = 1.002 g
Spi = O.�J�4 9
33 of 45
For information on how the SS and Sl values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCE� R�esponse Sp�ectrum
1.76
1.60
1.4t
1.28
1.1�
...
� Q.96
y D.SO
D.64
O.dB
ii. 32
9.16
D.00
O.DO 0.20 0.40 Cf.60 0.60 1.00 1.20 1.40 1.6� 1.8� 2.00
Period. T (sec}
Desi�gn Respons� Sp�ectrum
3.10
0.99
0.98
0.T7
Q� 0.66
...
� 0.55
0. t4
D. 33
0. �2
d.11
0.��
�.OU 0.20 O.dO 0.60 O.BD 1.OD 1.ZD 1.dQ 1.60 1.8p 2.00
Period, T isecy
Although this information is a product of the U.S. Geological Sunrey, we provide no warranty, expressed or implied, as to the
http://eF�4-earftx�[�ke.cr.usgs.gov/desigr�naps/us/summary.pt�7tanpEat�mirymat8latitud�47.4955b5&lcxgitud�-122.274287&sitecl�s=38riskcategary=0... 1/2
4 of 45 0
� �
� �
i
8'-0' 14'-0'
I
� I
�
I �
� LINE OF WALL BELOW �
�_ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
B
NOTES:
1. DO NOT SCALE-VEPoFY DIMENSIONS
2. TOP WINDOWS LINE UP WITH TOP DOOR U.N.O.
3. ALL WINDOWS ARE OPERABIE U.N.O.
4. 2X8 HF�2 STUD O 16' O.C. EM. WALLS U.N.O.
5. R27 INSUlATION NP. EXT. WqLLS
6. R30 INSUlATION FLOOR
7. DOUBLE JOiSTS UNDER WALLS OR PARTITIONS
PARALLEL TO JOISTS
8. SOLID BLOCKING JOISTS AT SUPPORTS,
UNDER PARTITIONS PERPENDICULAR TO
JOISTS AND UNDERSiDE STRUCNRAL POSTS
9. HEADERS NOT CALLED OUT TO BE 4%10 DF�2 W/ 2%
TRIA1 SND
70. FRAMING LUMBER IN CONTACT WITH CONCREfE
OR MASONM SMALL 8E PRESSURE TREATED.
ii. FASTENERS FOR PRESERVATIVE-TREATED AND
FlRE-RETARDANT-TREATED WOOD SHAIL BE Of
H07-DIPPED ZINC-COATED G4LVANIZEO STEEL,
STAINLESS, SItICON BRONZE OR COPPER.
72. ALL MIACHINE BOLTS SW1LL BE ASTA1 A307 OR
BEffER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS
OF iHE SAME DIAMETER AS SHOWN W 7ME SHEARWAL�
SCHEDULE AIAY BE SUBSTITUTED FOR ANCHOR BOLTS
IMO EXISfING CONCREfE. BOLTS SHAI.� BE
EMBEDDED A MINIMUM OF 5" INTO E%ISTING
CONCREfE.
73. WHERE NAIIS ARE SPACED AT 3' ON CENTER OR
IESS. NAILS MUSf BE STAGGEREO.
14. PROVIOE PROPERLY SIZED WlSHERS UNDER HEADS
AND NUTS OF ALL BOLTS AND UG SCREWS BEARING
ON WOOD.
15. PROVIDE 3X3X3/16 WASHER AT ALL ANCHOR
BOL7S. VERIfY WITH LOCA� JURISDICTION REQUIREMENTS
OPPER FLOOR & SNEARWALL PLAN
7 /4'=1'-0'
GLAZING
LOWER FlOOR 7058 SF
CLAZING 94 SF
PERCENTAGE S.BBR
� 710V SNOKE OE7ECTOR PER UBC
SD K'/ �TTERY BACKUP INTERCONNECTED.
SW-} SHEARWALL N0. SEE SHEARWALL SCHEDULE SHEEf
S-i ALL EMERIOR WALLS NOT CALLED OUT TO BE
SW-i
�HOIDOWNS
�
KEY NOTES:
O COVER WALL ADJACENT TO TUBS AND SHOWERS WfTH
NON-ABSORBENT MATERIAL TO 72' ABOVE DRAIN
INLETS. SEE NOTEO
2O 18 RISERS � 6 3/4" PLUS (TOTAL HEIGiHn9'-0
+10.25" FlELD VERIFY) 16 TREA05 O 71.25" (FIELD
VERIFI�
��
O EMERGENCY EGRESS WINOOW PER IRC 310.1
EVERY SLEEPING ROOM SHALL BE PROVIDED WITH
AR LEAST ONE OPENABLE DOOR OR WINDOW WITH
A MINIMUM NEf OPEN AREA OF 5.75F WITH 20'
MIN. CLEAR OPEN WIDTH, 24' MIN. CLEAR OPEN
HEIGHT ANF 44' MAX. SILL HEIGHT.
4O 22"X30" ATfIC SPACE ACCESS W/ 30" HEAD
CLEARANCE INSULATE AND WEATHER STRIP.
SO 710V SMOKE DETECTOF
BACKUP INTERCONNECI
O 36' HIGH RAll1NG. PRC
CLEAR SPACE IN BETW
TYP. INTERMEOIATE P0:
HORIZONTAL 10A0 REQ
35 of 45
MAIN FLOOR 8� SNEARWALL PLAN
,i.-e,•_o-
Made By:
16507 NE 50th St - Redmond, WA 9805:
Te1:425-891-5111 Fax:425-242-8073
Project Name: 12062 44th PI S; Tukwila 98178
Desisrn Criteria:
Code:
Intemational 8uilding Code, 2012 edition
National Design Specification for Wood Construction 2010 ed'�tion
American Concrete Institute, 318-10 edifion
American Society of Civil Engineers, 7-10 edition
Proiecf Site:
12062 44th Place S
Tukwila WA 98178
Seismic:
Wind:
R= 6.5 Bearing wall system, Wood structural pane! walls
Mapped Spectrai Acceleration, Ss = 1.503
Mapped Spectral Acceleration, S1= 0.564
Soil Site Class = D
Exposure : 8
Basic Wind Speed = 85 mph
Speed Up Factor Kzt = 1
Live Loads:
Roof = 25 psf (Snow)
Floor
Residenfial= 40 psf
Decks = 40 psf
Balcony = 60 psf
Soils:
Values Assumed by Owner.
Soil 8earing =1, 500 psf
Active Soil Pressure = 35 pcf
Passive Soil Pressure = 250 pcf
IBC Soil Profile Type = S d
Frosf Depth = 12 inches
Date:
Date:
Lafitude =
Long�tude =
5/5/15
IBC 2012
NDS, 2010
ACI-318, 2010
ASCE 7-10
47.495555
-122.274287
(See attached print out)
36 of 45
Roof Assembiv
Dead Load:
Metal Roof Material
1/2" Plywood Sheathing ................
Wood Trusses at 24" o.c .......................
Insulation ....................................
(1) Layers of 1/2" GWB .........................
Misceilaneous ...........................
Total..........................................
Floor Assemblv
1.0 psf
2.0 psf
3.0 psf
1.0 psf
2.0 psf
3.0 psf
12.0 psf
Dead Load:
Flooring .................................... 1.0 psf
3/4" T& G Plywood ............................. 2.5 psf
Floor Joist at 16" o.c .................... 3.5 psf
(1) Layers of 5/8" GWB ......................... 2.5 psf
Misceilaneous ........................... 1.5 psf
Total ........................................ 11.0 psf
Deck Dead Load:
Decking... ... ... ... ...... ... ... ... ...
Miscelianeous ...........................
Total............... .....................
Exterior Wall Assembiv
Siding
2x6 at 16" o.c ..............................
Insulation ..................................
15132" Plywood Sheathing ....................
(1) Layers of 1/2" GWB ........................
Miscellaneous ...........................
Total..........................................
Interior Wall Assemblv
4.0 psf
2.0 psf
6.0 psf
1.0 psf
1.7 psf
0.5 psf
1.5 psf
2.3 psf
0.5 psf
7.5 psf
(2) Layers of 1/2" GWB ........................ 4.4 psf
2x4 at 16" o.c ...................................... 1.6 psf
Insulation ......................................... 0.5 psf
Miscelianeous ........................... 0.5 psf
Total.......................................... 7.0 psf
Use DL =
Use DL =
Use DL =
Use DL =
Use DL =
12.0 psf
12.0 psf
6.0 psf
8.0 psf
64 plf
7.0 psf
56 plf
� IBC 2012
�sasic vvina apeea, v3s = 85
Exposure =
Importance Factor, IW =
Roof Slope =
Loads Front/Back - Width (ft)=
Loads Side - Width (ft) _
Eave Height =
Mean Roof Ht. _
Edge Strip Width, a =
End Zone Widths =
Wind Speed Up Kzt =
1609.6.2.1(1)
Tabie for Exp B, ht. = 30'
Basic Wind Roof Roof Rise
>peed, V3s (mPh) Angie in 12"
85
Oto5
10
15
20
25
30 to 45
Flat
2
3
4
6
7to12
B
1.0
4.0
50.0
54.0
25.0
20.0
5.0
10.00
1.38
mph
:12
ft
ft
ft
ft
ft
(IBC 2012, Section 1609.3)
(IBC 2012, Section 1609.4)
(IBC 2012, Table 1604.5)
= 18.43 degrees
Roof Profile � Gable
Roof Profile � Gable
(Figure 1609.6.2.1 note 10)
(2"a)
(Seattle Wind Speed Up Map)
HORIZONTAL LOADS (psfl
__
End zone Interior zone
A(Wall) B (Roo� c �waiq D (Roofl
11.5 -5.9 7.6 -3.5
12.9 -5.4 8.6 -3.1
14.4 -4.8 9.6 -2.7
15.9 -4.2 10.6 -2.3
14.4 2.3 10.4 2.4
12.9 8.8 10.2 7.0
, � IBC 2012
Table modified for roof angle
olated Value for exposure B, ht. = 30' HORIZONTAL LOADS (psfl
Basic Wind Roof Roof Rise End zone Interior zone
>peed, V3s (mph) Angle in 12" A(Wall) B(Roofl C(Wall) D(Roofl
85 18.43 4.00 15.4 -4.4 10.3 -2.4
� = 1.00 (Table 1609.6.2.1(4))
�n Wind Presures, ps=A•hv`Ps30 HORIZONTAL LOADS (psfl
Basic Wind Roof Roof Rise End zone Interior zone
�peed, V3s (mph) Angle in 12" A(Wall) B(Roo� C(Wall) D(Roo�
85 18.43 4.00 15.43 -4.39 10.29 -2.43
, � IBC 2012
� FORCES: Full Impact At Basement? Yes (No =114 Impact)
IBack Direction:
Location Width Height Piane End Zone End Zone Int Zone int Zone Force Min I
feet feet length pressure (VI� length pressure (VI� kips W*w kips
= Top Roof to Plate 38.0 3.00 (roofl 10.0 15.43 28.0 10.29 1.7
Plate to Mid 2nd Story 38.0 4.50 (wall) 10.0 15.43 28.0 10.29 2.6
S = 4.3
)ND Mid 2nd to 2nd Floor 38.0 4.50 (wall) 10.0 15.43 28.0 10.29 2.6
Top Low Roof to Plate 0.0 0.00 (roo� 10.0 15.43 -10.0 10.29 0.0
2nd Floor to Mid 1st Story 50.0 5.50 (wall) 10.0 15.43 40.0 10.29 4.0
S = 6.6
f Mid 1st to 1st Floor 50.0 5.50 (wall) 10.0 15.43 40.0 10.29 4.0
Top Low Roof to Plate 0.0 0.00 (roo� 10.0 15.43 -10.0 10.29 0.0
1 st Floor to Mid B Story 0.0 0.00 (wall) 10.0 15.43 -10.0 10.29 0.0
S = 2.0
Total Wind Base Shear (kips), w*WFB = 13.0
(IBC 20121609.1.2) MinWind Base Shear (kips) w*Wm�nF�e= 11.3
Controling Wind Base Shear (kips) w*WFB = 13.0
Direction: Full Impact At Basement? No (No =1/4 Impact)
Location Width Height Plane End Zone End Zone Int Zone Int Zone Force Min I
feet feet length pressure (U1� length pressure (U1� kips W*w Kips
- Top Roof to Plate 62.5 3.00 (roo� 10.0 15.43 52.5 10.29 2.7
Plate to Mid 2nd Story 62.5 4.50 (wali) 10.0 15.43 52.5 10.29 4.1
S = 6.8
)ND Mid 2nd to 2nd Floor 62.5 4.50 (wall) 10.0 15.43 52.5 10.29 4.1
Top Low Roof to Plate 10.0 0.00 (roo� 10.0 15.43 0.0 10.29 0.0
2nd Fioor to Mid 1st Story 62.5 5.50 (wall) 10.0 15.43 52.5 10.29 5.0
S = 9.0
f Mid 1st to 1st Floor 62.5 5.50 (wall) 10.0 15.43 52.5 10.29 5.0
Top Low Roof to Plate 0.0 0.00 (roofl 10.0 15.43 -10.0 10.29 0.0
1st Floor to Mid B Story 0.0 0.00 (wall) 10.0 15.43 -10.0 10.29 0.0
S = 1.2
Total Wind Base Shear (kips), w*W�ee = 17.0
(IBC 20121609.1.2) MinWind Base Shear (kips) w*Wmin side = 15.3
iary: Controling Wind Base Shear (kips) w*Ws;ae = 17.0
Forces w"W
L W�FB W�SIDE
- 4.3 6.8
)ND FLOOR 6.6 9.0
f FLOOR 2.0 1.2
13.0 17.0
� LOAD WEIGHTS FOR SEISMIC CALCULATIONS:
Unit Roof Weight: 12 psf
Unit Fioor Weight: 12 psf
Unit Exterior Wall Wt: 8 psf
Unit Interior Wall Wt: 7 psf
Rho Factor (p) Per IBC 1617.2.2
Front Back Side Side
2nd Story = �.00 �.00
1 st Story = �.00 �.00
Basement = too too
Max = 1.00 1.00
Roof Area = 1500 1.000 12 = 18,000
Ext. Wall Below 178 4.5 8 = 6,408
Int. Wall Below 200 4.5 7 = 6,300
30.7
Floor Area = 2450 1 12 = 29,400
Low Roof Area = 0 1 12 0
Ext. Wall Above 178 4.5 8 = 6,408
Int. Wall Above 200 4.5 7 = 6,300
Ext. Wall Below 178 4.5 8 = 6,408
Int. Wail Below 120 4.5 7 = 3,780
52.3
Fioor Area = 750 12 Roof 0
Low Roof Area = 0 0 12 0
Ext. Wall Above 150 4.5 8 5,400
Int. Wall Above 120 4.5 7 = 3,780
Ext. Wall Below 175 0 8 = 0
Int. Wali Below 100 0 7 = 0
9.2 Kips
Ext. Wail Above 175 0.0 8 = 0
int. Wali Above 100 0.0 7 = 0
0.0 Kips
STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 83.0 Kips
TOTAL WEIGHT OF STRUCTURE: 83.0 Kips
average psf
20
average psf
21
average psf
12
; Refer io attached sheet for Map specified variables ` >-
Ss = 1.5030 Fa = 1.000 From attached sheet
S� = 0.5640 Fv = 1.505 From atfached sheet
Sos = 1.002 = 0.67*Fa'S s (EQ 16-40)
S�� = 0.566 = 0.67*F �*S � (EQ 16-41)
Building Height, h� = 22.0 ft
Building Period Coefficient, CT = 0.020 ASCE 7-10, Table 9.5.5.3.2
Approx. Fundamental Period = 0.203 (�r•ih�)��") ASCE 7-10, EQ 9.5.5.3.2-1
Response Modification Factor, R= 6.5 IBC 20121617.6 -� ASCE 9.5.2.2
Occupancy Importance Factor, IE = 1.0 IBC 20121604.5
Seismic Design Catergory = D IBC 20121616.3
Redundancy Factor, r= Calculation Required IBC 20121617.2 -> ASCE 9.5.2.4
(front/back) (side/side)
Calculated Redundancy Factor, r= 1.00 1.00 (From Seismic Weights Sheet)
Coe�cient
CS = So�/Rll
CS, M� = Sp�1T(R/I)
Coefficient, Minimum
Cs = 0.154
�s, Max = 0.429
ld Cs, MIN - O.�Spg*I Cs, MIN ' O.�
�loor
Zoof
:cond
=irst
►ase
k=
Height
H
Roof
�s = 0.154
Seismic Base Shear , V= 0.154 W
Dead Load W= 83.0 kips
V = 12.8 kips
(fronWack) (side/side)
E= rV = 9.14 9.14 kips
Vertical Distribution per ASCE7 - 9.5.5,4
Total Story Frc
ASCE 7-10, EQ 9.5.5.2.1-1
ASCE 7-10, EQ 9.5.5.2.1-2
ASCE 7-10, EQ 9.5.5.2.1-3
11%
IBC 20121617.1 --> ASCE 9.5.2.7
IBC 20121605.3.2
Height Weight Story Force I Story Force I Story Shear I Story Shear I
hx Wx WxhxK Fi FI E11.4 E/1.4 FiIVUx
(ft) (ft) (kips (k-ft) (kip�
8.00 17.00 30.7 522 4.81
9.00 9.00 52.3 471 4.33
0.00 0.00 9.2 0 0.00
0.00 0.00 0.0 0 0.00
1.0 SwXhXK = 993
4.33 9.14 9.14 8%
0.00
0.00
NTP Engineers Made By:
16507 NE 50th St - Redmond, WA 98052 Checked
Te1:425-891-5111 Fax:425-242-8073
Project Name: 12062 44th PI S; Tukwila 98178 DescriptiC
Date: 05/05/15 �Job No.:
Date: Sheet No.:
... ,. ,
_ . =:. S1t� �OfC@S :: � � � � � ': `.
_ ronfilBask forces - , , �
Level Wind Seismic Governing Story Wind Seismic Governing Story
w*WF�(kips) E(kips) Force Force �'Ws�kips) E(kips) Force Force
Roof 4.31 4.81 Seismic 4.81 6.77 4.81 Wind 6.77
Second 6.63 4.33 Wind 6.63 9.03 4.33 Wind 9.03
Base Shear I 10.95
Roof
Second
First
9.14
4.81 kips
E
Seismic
6.63 �'DS
Wind
� (Earth)
FrontlBack Direction
11.44 I 15.80 9.14
Roof
Second
First
Side Direction
15.80
6.77 w�
E
Wind
9.03 w�
E
Wind
�� (Earth)
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d p � �- �
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a � o 0 0 0 0 0 0
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Lf�
�
v.vv
0.00
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v.vv
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LJ.VV
O.00
23.00
23.00
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0.00
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0.4364
0.5636
0.0000
0.0000
0.0000
V.VL
O.00
1.48
1.91
0.00
0.00
0.00
V.VL
O.00
1.48
1.91
0.00
0.00
0.00
46.00 1.00 6.77 6.77
Accumulated shear(kips)= 15.80
Lateral Controlling FIB : Wind 0.67
V.LL
O. L�
0.22
0.22
0.22
0.34
0.34
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O.GL
0.22
0.22
0.22
0.34
0.34
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O
185
185
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0
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1.00
1.00
NIA
NIA
NIA
1 J7
NIA
185
185
NIA
NIA
NIA
T.ClL
0.00
11.82
15.26
0.00
0.00
0.00
1 .LV
0.00
4.80
8.01
0.00
0.00
0.00
I.V�7
0.00
0.95
0.T5
0.00
0.00
0.00
HeightlWidth
�ing (max) Plate to Trib.Width %Sharing Story Sum Story Sum Panel Reduction (#) Design Panel Sum RM Resultant All
Edge (ft) Opening (ft) (ft) V(kips) V(kips) DL(klf) DL(klf) Shear (plf) R= 2*wIH Shear (plf) OTM(k-ft) (k-ft) HD(kips) Ty
�.00 0.00 27.00 0.1818 0.82 1.44 0.14 0.48 359 0.89 404 17.85 2.58 4.36 Bc
0.00 0.00 27.00 0.6364 2.87 5.03 0.22 0.45 359 1.00 359 62.47 29.28 2.46 Bc
0.00 0.00 27.00 0.1818 0.82 1.44 0.14 0.48 359 0.89 404 17.85 2.58 4.36 Bc
0.00 0.00 0.00 0.0000 0.00 0.00 0.14 0.48 0 NIA NIA 0.00 0.00 0.00 Bc
0.00 0.00 27.00 0.3357 1.52 2.99 0.14 0.48 374 1.00 374 38.75 10.33 3.79 Bc
0.00 0.00 27.00 0.4335 1.96 3.86 0.14 0.48 374 1.00 374 50.04 17.23 3.34 Bc
0.00 0.00 27.00 0.1154 0.52 0.52 0.14 0.48 189 0.61 310 4.69 1.22 1.54 Bc
0.00 0.00 27.00 0.1154 0.52 0.52 0.14 0.14 189 0.61 310 4.69 0.35 1.93 Bc
0.00 0.00 0.00 0.0000 0.00 0.00 0.14 0.14 0 NIA NIA 0.00 0.00 0.00 Bc
54.00 9.03 15.80
Accumulated shear(kips)= 6.27
Lateral Controlling F/B : Wind 0.67
HeightlWidth
�ing (max) Plate to Trib.Width %Sharing Story Sum Story Sum Panel Reduction (#) Design Panel Sum RM Resultant All
Edge (ft) Opening (ft) (ft) V�kips) V(kips) DL(kifl DL(kif) Shear (plf) R= 2*wIH Shear (plfl OTM(k-ft) (k-ft) HD(kips) Ty
5.00 1.08 26.00 1.00 #DIV/0! #DIV/0! 0.20 0.68 #DIVIO! 1.00 #DIVIO! #DIV/0! 197.37 #DIVIO! Bc
26.00 #DIV/0! #DIV/0!
GE�TECH
CONSULTANTS, INC.
Jimmy Phan
7500 South Taft Street
Seattle, WA 98178
via email: jmpjimmy66@gmail. com
Subject:
R�,1�t��=� F�'R
���� �'�����D �
�PP�O�
��� p 1 2016
l, �1% _ _ ,
Ct ��� ,
�,�it-���
� � '
1325b Nort};eas! 20th Street, Suite 16
Bellevue, Wttshington 98005
(425) 747-5618 FAX (425) 747-85f 1
July 7, 2015
JN 15264
Geotechnical Engineering Reconnaissance
Proposed Single-Family Residence(s)
12060 8 12062 — 44"' P(ace South
Tukwila, Washington
Dear Mr. Phan:
This report presents the findings and recommendations of our geotechnical engineering study for
the site of the propased single-family residence(s) to be located in Tukwila.
The subject site consists of two parcels (#12060 and #12062) located along the northeastern side
of 44th Place South. We were provided with preliminary plans for the project which were prepared
by Ken Nguyen and dated May 5, 2015. Based on these plans and conversations with you, we
understand that a new two-story, single-family residence with an attached garage will be
constructed in the northeastern half of the site {#12062). The proposed new residence will have
foundations near the existing grade and will overly a crawlspace with the exception of the garage,
which will be constructed with a slab-on-grade. The house will be offset 5 feet from the
northwestern property line. A paved driveway will extend from the house across the southwestern
parcel (#12060) along the no�thwestern property line to 44th Place South to the southwest. The
footing drains are proposed to outlet to a gravel-filled drainage bed located northeast of the
residence and a minimum of 10 feet from the property lines. We understand that the existing
house on the southwestern parcel (#12060) may also be demolished and a mirror-image of the
northeastern residence may be constructed on the southwestern parcel.
If the scope of the project changes from what we have described above, we should be provided
with revised plans in order to determine if modifications to the recommendation�antl�Qnclusions ot
this report are warranted.
RECEIVED
CIiV 0� 1'UKWIL�
S/TE CONDITIONS
SURFACE
�IAY 2 61016
The rectangular-shaped subject site has 80 feet of frontage on its southvV���iF1eC��ng ��
Place South and consists of two parcels that have a total depth of 254 feet. The southwestern
parcel (#12060) extends 110 feet from 44�' Place South and #12062 covers the remaining 144 feet
of depth to the northeastern property line. The flat property contains a one-story residence
overlying a half-basement in the center of the southwestern parcel. The basement fioor eievation is
approximately 3 feet below the surrounding grade. The remainder of the subject site is covered
with grass. At the time of our site visit, the northeastem portion of the site appeared to have been
recently stripped_of bushes.
GEOTECH CONSULTANTS, INC.
♦
; , .;-,
Jimmy Phan JN 15264
July 7, 2015 Page 2
The subject site is bordered by 44th Avenue South to the southwest, finro-story singie-family
residences to the northwest and southeast, and a railway owned by BNSF Railway Company to the
northeast. There are no steep slopes on or near the subject site.
SUBSURFACE
The subsurface conditions were explored by excavating four test pits at the approximate locations
shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed
construction, anticipated subsurtace conditions and those encountered during exploration.
The test pits were excavated on June 12, 2015 with a mini excavator. A geotechnical engineer
from our staff observed the excavation and logged the test holes. The Test Pit Logs are atiached
to this report.
Soil Condifions
The test pits encountered 3 to 4.5 feet of loose sandy silt fill soils overlying soft to medium
stiff alluvial soils. The native alluvial soils were predominantly sandy silt with thin layers of
interbedded sand which extended to the maximum-explored depth of 8 feet. These alluvial
soils are typical of the area and have been deposited by flowing water over the last
approximately 10,000 years since the glaciers receded from the Puget Sound area. These
alluvial soifs vary in composition and density depending on the velocity of the water that
deposited them.
Groundwater Conditions
Slight perched groundwater seepage was observed at approximately 6.5 to 7 feet in our
explorations. It should be noted that groundwater levels vary seasonally with rainfall and
other factors. We anticipate that groundwater could be found in more permeable soil layers
and between the upper loose fill and the underlying, less permeable silty soils.
CONCLUSIONS AND RECOMMENDATIONS
GENERAL
The test pits conducted onsite encountered soft to medium stiff sandy silt at a depth of
approximately 3 to 4.5 feet below the existing grade which are moderately compressible. These
compressible alluvial soils underlying the site are consistent with other geotechnical work we have
completed in the vicinity and are typica! of the Tukwila area.
Buildings using conventional foundations constructed on top of these compressible soils may
experience vary amounts of differential settlement over time. Additionally, there is some potential
for loose soils located beneath the water table to liquefy during a large earthquake. Additional
measures can be incorporated into the foundation design to limit the amount of long-term
differential settlement and to protect against excessive differential settlement during a large seismic
event. Considering these issues, we recommend the new houses(s} be supported on continuous
conventional foundations. Isolated pad footings should not be used; they should instead be tied
into the structure's perimeter foundation with the use of strip footings. Excavation for the
GEOTECH CQiVSULTANTS, INC.
Jimmy Phan JN 15264
July 7, 2015 Page 3
foundations should e�end through the fill to the native silt soils below. In addition, these footings
should then be placed over a minimum 2-foot thickness of compacted rock spall or recycled
concrete spall fill overlying the native soils.
While some cosmetic cracking and settlement should be expected over the design life of the
foundations, the use of continuous footings and the underlying rock fill should allow the structure(s)
to settle more uniformly. These measures should mitigate the potential for catastrophic foundation
failure during an earthquake and for severe differential settlement over time.
The native alluvial soils are very silty in nature and therefore have a very low permeability. Slight
perched groundwater was also observed at relatively shallow depths during our explorations.
Based on these conditions, it is our opinion that on-site infiltration of stormwater is not appropriate
for the subject site. In the plans we were provided, the footing drains for the proposed building
outlet to a 5- by 10-foot by 5-foot-deep rock-filled drainage bed. This system should be suitable to
disperse the minimal water collected by the proposed footing drains in our opinion. However, as
stated above, any collected stormwater should outlet to an approved stormwater system.
We recommend including this report, in its entirety, in the project contract documents. This report
should also be provided to any future property owners so they will be aware of our findings and
recommendations.
SEISM/C CONSIDERATIONS
In accordance with the International Building Code (IBC), the site soil profile within 100 feet of the
ground surface is best represented by Site Class Type E(Soft Site Class). As noted in the USGS
website, the mapped spectral acceleration value for a 0.2 second (SS} and 1.0 second period (S,)
equals 1.51g and 0.57g, respectively.
The site is underlain by loose alluvial soils typical of the area. These soils have a moderate to high
potential for at least localized seismic liquefaction under the Maximum Considered Earthquake
(MCE), which has a return period of 1-in-2,475 years. The recommendations presented in this
report are intended to prevent catastrophic failure of the building(s) in the event of seismic
liquefaction.
Seismic Liquefaction
The site is underlain by loose, saturated, alluvial soi! consisting of silty sand, sand, and
sandy silt. These soils have been demonstrated to have a moderate to high potential for
liquefaction during a large earthquake. Current geo#echnical analysis cannot accurately
predict where and to what extent soil liquefaction will occur during a large earthquake. It is
therefore prudent to assume that soil liquefaction could occur beneath the site. The study
of liquefaction and its resulting effects is ongoing, as development in areas underlain by
saturated alluvium or hydraulic fill has only really occurred to a great extent in the last 30 to
40 years. Recent observations from earthquakes occurring in the State of California and in
Japan indicate the following information about structures in areas underlain by liquefiable
soil:
• Ground surface subsidence due to liquefaction tends to occur either over a large
area or at concentrated points where sand boils occur.
GEOTECH CONSULTANTS, INC.
Jimmy Phan
July 7, 2015
J N 15264
Page 4
• Differentiai foundation settiement typically occurs either at the location of a sand
boil or where the subsurFace soil conditions change significantly.
• Catastrophic foundation settlement due to liquefaction occurs primarily as a
result of lateral spreading, particularly in waterFront areas.
• Conventionally constructed commercial buildings have not been documented to
exhibit a high percentage of catastrophic foundation failures due to soil bearing
loss in liquefiable areas.
Due to the uncertainties in predicting the potential effects of seismic liquefaction on
structures in the Renton Valley, we recommend that all foundations be supported on at least
2 feet of structural fill and that foundations be continuous. This will allow the exterior
footings to span.across any areas of concentrated liquefaction (sand boils). Additionally, we
recommend that buildings be designed for a Type 4 soil profile, which results in the largest
total design base shear. Considering the recommendations presented in this geotechnical
report, it is our professional opinion that the differential foundation settlement that could be
experienced by the (structure) during a large earthquake should be on the order of 2 to 3
inches in a distance of 50 feet. It is our opinion that no additional liquefaction mitigation
measures need to be incorporated into the structure beyond what are recommended in this
geotechnical report.
By preventing catastrophic settlement of the foundations, the safety of the occupants shoufd
be protected. This conforms with the intent of Section 1626.1 of the 1997 UBC, which
requires that the design "safeguards against ma}or structural failures and loss of life." The
intent is not to prevent damage or ensure continued function of the structure after the
design seismic event.
CONVENTIONAL FOUNDATIONS
We recommend that all footings supporting the house(s) and garage(s) be continuous and have a
minimum width of 16 inches. The foundations should be placed on at least 2 feet of imported rock
fill, such as 2- to 4-inch quarry spalls or railroad ballast rock. ff extremely soft soils or highly
organic soils are encountered, additional excavation and rock fill may be necessary. It will be
important that the foundation trenches be observed by a geotechnical engineer prior to placing the
rock fill.
All footings should be bottomed at least 18 inches below #he lowest adjacent finished ground
surface. This is intended to provide protection against frost heave and scour of the soil beneath
the footings.
An allowable bearing pressure of 2,000 pounds per square foot (psfl is appropriate for footings
supported on competent native soil. A one-third increase in this design bearing pressure may be
used when considering short-term wind or seismic loads. For the above design criteria, it is
anticipated that the total post-construction settlement of footings founded on competent native soil,
or on structural fill up to 5 feet in thickness, will be about one-inch, with differential settlements on
the order of'/2-inch in a distance of 25 feet along a continuous footing with a uniform load.
Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and
the bearing soif, or by passive earth pressure acting on the vertical, embedded portions of the
GEOTECH CONSULTANTS, INC.
Jimmy Phan JN 15264
July 7, 2015 Page 5
fioundation. For the latter condition, the foundation must be either poured directly against relatively
level, undisturbed soil or be surrounded by levef, well-compacted fill. We recommend using the
following ultimate values for the foundation's resistance to iateral loading:
Coefficient of Friction 0.40
Passive Earth Pressure 250 pcf
Where: pcf is Pounds per Cubic Foot, and Passive Earth
Pressure is computed using the equivalent fluid density.
If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will
not be appropriate. We recommend maintaining a safety factor of at least 1.5 for the foundation's
resistance to lateral loading, when using the above ultimate values.
SLABS-ON-GRADE
The garage floors can be constructed as slabs-on-grade atop firm, non-organic soil, or on structural
fill. The subgrade soil must be in a firm, non-yielding condition at the time of slab construction or
underslab fill placement. Any soft areas encountered should be excavated and replaced with
select, imported structural fill.
Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through
the soil to the new constructed space above it. This can affect moisture-sensitive flooring, cause
imperFections or damage to the slab, or simply allow excessive water vapor into the space above
the slab. All interior slabs-on-grade should be underlain by a capillary break drainage layer
consisting of a minimum 4-inch thickness of clean gravel or crushed rock that has a fines content
(percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the
No. 4 sieve) of no more than 10 percent. Pea gravel or crushed rock are typically used for this
layer.
As noted by the American Concrete Institute (ACI) in the Guides for Concrete F/oor and Slab
Structures, proper moisture protection is desirable immediately below any on-grade slab that will be
covered by tile, wood, carpet, impermeable floor coverings, or any moisture-sensitive equipment or
products. ACI also notes that vapor retarders such as 6-mil plastic sheeting have been used in the
past, but are now recommending a minimum 10-mil thickness for better durability and long term
performance. A vapor retarder is defined as a material with a permeance of less than 0.3 perms,
as determined by ASTM E 96. It is possible fhat concrete admixtures may meet this specification,
although the manufacturers of the admixtures should be consulted. Where vapor retarders are
used under siabs, their edges should overlap by at least 6 inches and be sealed with adhesive
tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no
potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor
barrier, as defined by ACI, is a product with a water t�ansmission rate of 0.01 perms when tested in
accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this
requirement.
In the recent past, ACI (Section 4.1.5) recommended that a minimum of 4 inches of well-graded
compactable granular material, such as a 5/8-inch-minus crushed rock pavement base, be placed
over the vapor retarder or barrier for their protection, and as a"blotter" to aid in the curing of the
GEOTECH CONSULTANTS, INC.
Jimmy Phan JN 15264
Jufy 7, 2015 Page 6
concrete slab. Sand was not recommended by ACI for this purpose. However, the use of material
over the vapor retarder is controversial as noted in current ACl literature because of the potential
that the protection/blotter material can become wet between the time o# its placement and the
installation of the slab. If the material is wet prior to slab placement, which is always possible in the
Puget Sound area, it could cause vapor transmission to occur up through the slab in the future,
essentially destroying the purpose of the vapor barrier/retarder. Therefore, if there is a potential
that the protection/blotter material will become wet before the slab is installed, ACI now
recommends that no protection/blotter material be used. However, ACI then recommends that,
because there is a potential for slab curl due to the loss of the biotter material, joint spacing in the
slab be reduced, a low shrinkage concrete mixture be used, and "other measures" (steel
reinfo�cing, etc.) be used. ASTM E-1643-98 "Standard Practice for Installation of Water Vapor
Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs" generally agrees with
the recent ACI literature.
We recommend that the contractor, the project materials engineer, and the owner discuss these
issues and review recent ACI literature and ASTM E-1643 for installation guidelines and guidance
on the use of the protection/blotter material.
The General and Drainage Considerations sections should be reviewed for additiona!
recommendations related to the control of groundwater and excess water vapor for the anticipated
construction.
DRAINAGE CONSIDERATlONS
Footing drains should be used where: (1) crawl spaces or basements will be below a structure; (2)
a slab is below the outside grade; or, (3) the outside grade does not slope downward from a
building. Drains should also be placed at the base of all earth-retaining walls. These drains should
be surrounded by at least 6 inches of 1-inch-minus, washed rock that is encircled with non-woven,
geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a
perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a
craw! space. The discharge pipe for subsurface drains should be sloped for flow to the outlet point.
Roof and surface water drains must not discharge into the foundation drain system. A typical drain
detail is attached to this report as Plate 4. For the best long-term performance, perforated PVC
pipe is recommended for all subsurface drains.
As a minimum, a vapor retarder, as defined in the Slabs-On-Grade section, should be provided in
any crawl space area ta limit the transmission of water vapor from the underlying soils. Crawl space
grades are sometimes left near the elevation of the bottom of the footings. As a result, an outlet
drain is recommended for all craw! spaces to prevent an accumulation of any water that may
bypass the footing drains. Providing even a few inches of free draining gravel underneath the
vapor retarder limits the potential for seepage to build up on top of the vapor retarder.
Slight groundwater seepage was observed during our field work. If seepage is encountered in an
excavation, it should be drained from the site by directing it through drainage ditches, perforated
pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches
at the bottom of the excavation.
The excavation and site should be graded so that surface water is directed off the site and away
from the tops of slvpes. Water should not be alfowed to stand in any area where foundations,
slabs, or pavements are to be constructed. Final site grading in areas adjacent to a building should
GEOTECH CONSULTANTS, INC.
Jimmy Phan JN 15264
July 7, 2015 Page 7
slope away at least 2 pe�cent, except where the area is paved. Surface drains should be provided
where necessary to prevent ponding of water behind foundation or retaining walis.
L/M/TATIONS
The conclusions and recommendations contained in this report are based on site conditions as they
existed at the time of our site visit. If the subsurface conditions encountered during construction
are significantly different from those anticipated, we should be advised at once so that we can
review these conditions and reconsider our recommendations where necessary. Unanticipated
conditions are commonly encountered on construction sites. Such unexpected conditions
frequently require making additiona! expenditures to attain a properly constructed project.
This report has been prepared for the exclusive use of Jimmy Phan, and his representatives, for
specific application to this project and site. Our conclusions and recommendations are
professional opinions derived in accordance with our understanding of current locat standards of
practice, and within the scope of our services. No warranty is expressed or implied. The scope of
our services does not include services related to construction safety precautions, and our
�ecommendations are not intended to direct the contractor's methods, techniques, sequences, or
procedures, except as specificafly described in our report for consideration in design. Our services
also do not include assessing or minimizing the potential for biological hazards, such as mold,
bactena, mildew and fungi in either the existing or proposed site development.
ADDITIONAL SERVICES
In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide
geotechnical consultation, testing, and observation services during construction. This is to confirm
that subsurface conditions are consistent with those indicated by our exploration, to evaluate
whether earthwork and foundation construction activities comply with the general intent of the
recommendations presented in this report, and to provide suggestians for design changes in the
event subsurface conditions differ from those anticipated prior to the start of construction.
However, our work would not include the supervision or direction of the actua! work of the
contractor and its employees or agents. Also, job and site safety, and dimensional measurements,
will be the responsibility of the contractor.
During the cons#ruction phase, we will provide geotechnical observation and testing services when
requested by you or your representatives. Please be aware that we can only document site work
we actually observe. It is still the responsibility of your contractor or on-site construction team to
verify that our recommendations are being foltowed, whether we are present at the site or not.
We appreciate the opportunity to be of service on this project. Please contact us if you have any
questions, or if we can be of further assistance.
GEOTECH CONSULTANTS, INC.
Jimmy Phan
July 7, 2015
Attachments:
Plate 1
Plate 2
Plate 3
Plate 4
ASM/JHS:at
Respectfuily submitted,
GEOTECH CONSULTANTS, INC.
James H. Strange, Jr., P.E.
Associate
Vicinity Map
Site Exploration Plan
Test Pit Logs
Typical Footing Drain Detail
GEOTECH CONSULTANTS, INC.
'-7/ts'
�
J N 15264
Page 8
GEOTECH
CONSULTAN'I'S, INC.
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(Source: Micrasofr MapPant, 2013)
VICI1vI'TY MAP
12060 & 12062 - 44th Place South
Tukwila, Washington
Job No: Date: P/ate:
15264 June 2015 �
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Le end:
Q Test Pit Location
GEOTECH
CONSULTANTS, INC.
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SITE EXPLORATION PLAN
12060 & 12062 - 44th Place South
Tukwila, Washington
Job No: Date: Plate:
15264 June 2015 No Scale 2
TEST P1T {TP)1
O.Q — 4.0 Dark-brawn sandy SiLT with gravei and roo#s, fine-grained, dry, loose [FILLj
- a# 1.0', becc�mes fan mottled orange, moist to dry
- at 3.0' becomes darlt-brown
4.0 — 6.5 Gra mottled orange sandy SILT, fine rained, moisf, soft to medium-stiff jMl
Test Pit was terminated at a depth of 6.5 feei on June 12, 2015.
No groundwater seepage 4vas observed during excavation.
TEST P!T (TPI 2
Q.Q —1.0 Dark-brown sand S1LT with ravel and roots, fine rained, d, loose F1LL
1.0 — 2.5 Gra SAND with ravel, flne- to medium- rained, moist, Iflase FILL
2.5 — 4.0 Dark-brown intermixed with orange-brown, sandy SILT wi#h grave! and raots, firte-grained, dry,
[aose [FILL]
4.Q — 8_0 Gray mottled orange sandy SILT wtth thin sand layers, fine-grained, moist, so�t to medium-stiff
[ML]
I - at 6.5', becomes medium-stiff
- at 7.0', IaYer of SAND, fine- to medium-qrained wet
Test Pit was terminaied at a depth of 8.0 feet on June 12, 2015.
Siight perched groundwafar seepage was observed at 7.0 feet during excavation.
TEST PiT fTPI 3
Q.0 — 3.Q Dark-brown sand S1LT wifh ravel and roots, fine-grained, moist to dry, loose FILLj -
3A — 7_0 Gray mottled oranga sandy SILT with thin sand layers, fine-grairted, moist, soft to medium-stiff
L�zI
� I - at 6.5', becomes very moist to we#, medium-stiff
Test Pit was terminated at a depth of 7_0 feei on June 12, 2015.
Very s(ight perched groundwater seepage was observed at 6.5 feet during excava#ion.
TEST P1T (TP) 4
O.Q — 4.5 Dark-brown sandy S1LT with gravei and roo#s, fine-grained, moist to dry, (oose [FILL]
- at 4.0' o!d PVC i
4_5 — 5.0 Gray moftled orange sandy SILT, fine-g�ained, moist, soft to medium-stiff [ML]
Test Pit was terminated at a depth of 5.0 feet on June 12, 2015.
No groundwater seepage was observsd during excavation.
'No#e - Letters in braGcets j] denote USGS soi! designation.
GEOTECH
CONSULTANTS, INC.
TEST PIT LOGS
12060 & 12062 - 44th Place South
Tukwila, Washington
Job No: Dafe: Plate:
15264 June 2015 3
Siope backfill away from
foundation. Provide surtace
drains where necessary.
Backfill
(See text for
requirements}
Nonwoven Geotextile
Washed Rock Fiiter Fabric
(7/8" min. size)
O�o o �,�o�o�o
O� OQ n p� p0
p°O� Qopo
4" min.
Tightline Roof Drain
(Do not connect to footing drain)
Possible Slab
.Q.,,". o-.p --. o;.c `o'. o;.a..�". o;.Q:a : a-,.Q..o'. o;.Q :o'.o-,.Q
�0� °-0'0 0oo•o'O oo�• 'O oo��o'° oo�-o'o
,a°�°oo QO�poo o°000o;9°�poo e°°�o, �
.op�a�O p� .ap� �••o.ap�e�°,�.a �o�a�o
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.o. •o '.o .•���.b..•o��.b. ti.�.b.eb �.o.
. , o . R' .. . ,
4" Perforated Hard PVC Pipe
(Invert at least 6 inches below
slab or crawl space. Slope to
drain to appropriate outfall.
Place holes downward.)
Vapor Retarder/Barrier and
Capillary Break/Drainage Layer
(Refer to Report te�)
NOTES:
(1) In crawl spaces, provide an outlet drain to prevent buildup of water that
bypasses the perimeter footing drains.
(2) Refer to report text for additional drainage, waterproofing, and slab considerations.
GEOTECH
CONSULTAN'1'S, INC.
FOOTING DRAIN DETAIL
12060 & 12062 -. 44th Ptace South
Tukwila, Washington
Job No: Date: Plate:
15264 June 2015 4
Prom:
To:
Cc:
Subject:
Date:
Attachments:
Hi ]immy-
James Stranae
Jimmy Phan
Ann Taaland; Adam Mover
RE: PLAN SET #4
Wednesday, July 08, 2015 9:00:31 AM
15264 ]immv Phan GER.ndf
Geotech Study is attached. Let me know if you have any questions.
Cheers, James
James H. Strange, Jr. P.E.
Associate
Geotech Consultants, Inc.
13256 NE 20th St, Ste 16
Bellevue, WA 98005
P(425) 747-5618 / F�425) 747-8561/ CeIIf206)250-3849
DISCLAIMER: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if
provided, and any attachments are only a copy of the original document. The original document is stored
by Geotech Consultants, inc. and will serve as the official document of record.
Copyright �O 2015 by Geotech Consultants, Inc. All rights reserved.
From: Jimmy Phan [jmpjimmy66@gmail.com]
Sent: Wednesday, ]une 17, 2015 9:10 AM
To: James Strange
Subject: Re: PLAN SET #4
Hello James,
Enclosed is signed contract. Thanks..
Jimmy Phan
On Tue, Jun 16, 2015 at 8:20 AM, James Strange <iamess(a�Qeotechnw.com> wrote:
; Hi Jimmy-
Attached is a contract for our report...please fill in your details, sign, and send back.
Cheers, James
James H. Strange, Jr. P.E.
Associate
Geotech Consultants, Inc.
13256 NE 20th St, Ste 16
Bellevue, WA 98005
P(4251 747-5618 / Fj425? 747-8561/ Cell(206)250-3849
DISCLAIMER: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if
provided, and any attachments are only a copy of the original document. The original document is stored
by Geotech Consultants, Inc. and will serve as the official document of record.
Copyright �O 2015 by Geotech Consultants, Inc. All rights reserved.
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City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
JIMMY PHAN
11301 84 AVE S
SEATTLE, WA 98178
RE: Permit No. D16-0135
TUKWILA PROJECT - LOT 2
12062 44 PL S
Dear Permit Holder:
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 9/27/2017.
Based on the above, you are hereby advised to:
1) Call [he 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 9/27/2017, 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,
�
Rachelle Riple
Permit Technician
File No: D] 6-0135
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-43]-3670 • Fax 206-431-3665
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
June 17, 2016
JIMMY PHAN
11301 84 AVE S
SEATTLE, WA 98178
RE: Correction Letter # 1
COMBOSFR Permit Application Number D16-O] 35
TUKWILA PROJECT - LOT Z- 12062 44 PL S
Dear JIMMY PHAN,
This letter is to inform you of corrections that must be addressed befare 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) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for �vhich the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. The site plan shows drainage systems provided for the roof down spouts and yard drains. Please show footing
drains leading to a drainage system. Footing drains shall be separate from roof drains to prevent the potential of
rain water backing up to the footing drains. Refer to geotechnical report.
2. The plans apparently are copies of previous house plans. Site plan (sheet 1) has old department stamps shown on
the sheet. Provide revised sheets with any old stamps removed.
3. The engineer's expiration date indicates outdated or expired. Engineers seal/stamp with license expiration date
and signature shall need to be updated with new seal and stamp with updated expiration date. Every page of a plan
set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the
preparation of the work. (WAC 196-33-500 (1) & WAC 196-23-020 (3))
4. Sheet A2 shows a clouded area around where the sloped roof/ceiling at the top intersecting the beam. A cloud
was placed at that point with no detail provided for that area. Provide specifications with details where continuous
air flow to the top of that roof section shall be provided.
5. On sheet #4 the note next to the attic access shows the number crossed out and number 21 added in the cloud.
Please clarify.
6. On the foundation floor plan sheet 5 show where the crawl space access is and show the doubled floor joist with
the framed out section for the crawl access.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two 2 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 accented 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. D16-0135
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 e Plione 206-431-3670 o Fax 206-431-3665
�'ER�iT CO�R� COP�.
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0135
DATE: 06/28/16
PROJECT NAME: TUKWILA PROJECT — LOT 2
SITE ADDRESS: 12062 44 PL 5
Original Plan Submittal
X Response to Correction Letter # 1
DEPARTMENTS:
/�� (� �3 0� ! �
Buii ng Division �
Revision #
Revision #
before Permit Issued
after Pern�it Issued
Fire Prevention � Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator �
PRELIMINARY REVIEW: oaTE: 06/30/16
Not Applicable ❑ Structural Review Required ❑
(r7o approval/review f•equired)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O7�ZgI16
Approved ❑ Approved with Conditions �
Corrections Required ❑ Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVI:EWER'S INITIALS: DATE:
Permit Ce�zter Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Stafflnitials:
12/18/2013
PER��IT C�Q�p CQPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0135
DATE: 05/26/16
PROJECT NAME: TUKWILA PROJECT — LOT 2
SITE ADDRESS: 12062 44 PL S
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # aftec Permit Issued
DEPARTMENTS:
�'S C�w� � �"�-�� A'rh �V►�� � � �0' l�o �� A�� �'I
Building Division � Fire Prevention � Planning Divis on �
�1�� �UIC- `lS'�O
Public Works Structural � Permit Coordinator �
PRELIMINARY REVIEW: DaTE: 05/31/16
Not Applicable ❑
(no app�°oval/review reguired)
REVIEWER'S INITIALS:
Structural Review Required ❑
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O6�ZgI1C)
Approved
� Approved with Conditions �
Corrections Required �
(corrections e�ztered in Reviews)
Notation:
R:EVIEW:ER'S INITIALS:
Denied ❑
(ie: Zoizing Issues)
DATE:
Pern�it Center Use Only
CORRECTION LETTER 1VIAILED: � � � D ��
Deparhnentis issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
City of Tukwila
Departme�t of Community Devetopment
6300 Southcenter Bonlevard, Suite #iQ0
Tukwila, Washingwn 98188 �
Phone: 206jt31-3670
Fax: ?06-431-3665
VJeb site: %tp:/lwww.ci.lukwiJa.waus
_ Revi.sion subnutlals mrut be submitted in person at the Permit Center. Revisiorts will not � accepted thmugh
rhe mai� fa� et�
Date: 06/28/2016 PlaaChecWPerniitNumber: D16-0�35
❑ Response to Incomplete Letter #
� Response to Correction Letter # 1 R f CE1 VE �y
❑ Revision #� af%r Permit is Issued C� � i OF �`u�w'��
❑ Revision requested by a City Building Inspector or Plans Bicaminer
JUN 2 8 2016
Project Name: Tukwiia Project — Lot 2 pE���
Project Address: 12062 44 Pi S GE�T��^
CoatactPerson: JI�' P�N PhoneNamber. 206-393-2643
Sammary of Revision• Tti'�O COMPLETE iQEW SET OF PLAN -
WITH CORRECTIONS ADDRESSED,AND WETTED STAMP
—. .. ---- _ __-----�N--gVERi - � Z*— _. , - —.� _--
��� N���B�. 9 SHEETS TOTAi, PER SET OF PLAN
"Cloud" or highlight all areas of revisinn ietcludiRg date of revision
Received at the City of "I'ukwila Permit Center by: ��
� Entered in TRAKi'�' on �
licaoons omis-epp �cauo� � melrevisron svbmrtrst
Cr�: 8-13-2004 , .
Revised: '
• City of Tukwila
• Department of Public Works
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
'" Phone:206-433-0179
Fax:206-431-3665
Web site: http://www.TukwilaWA.�ov
Parcel No: 3347400881
Address: 12062 44TH PL S
WATER METER INFORMATION
Permit Number: D16-0135
Issue Date: 7/6/2016
Permit Expires On: 1/2/2017
Applicant: TUKWILA PROIECT- LOT 2
DESCRIPTION OF WORK:
REAPPLICATION FOR EXPIRED PERMIT D15-0113:
CONSTRUCTION OF A NEW 2880 SQ FT SINGLE FAMILY RESIDENCE WITH A 526 SQ FT ATTACHED GARAGE AND 70
SQ FT COVERED DECK
Water Meter Size:
Water Meter Type:
Work Order Number:
Connection Charge:
Installation:
Plan Check Fee:
Inspection Fee:
Turn on Fees:
Subtotal:
Cascade Water Alliance (RCFC):
TOTAL WATER FEES:
METER #1
21540117
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
METER #2
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
METER #3
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
� Department of Na[ural Resources and Pai
Wastewater Treatment Division
KingCourrty
Residential Sewer Use Certification
Sewage Treairr�ent C�paci�y Ch�rge
• To be completed for all new sewer connections, re-
connections, or change of use of existiiig connect�ons.
• This form does not apply to repairs or replacements of
existing sewer connections within five years of discannect.
PEease Print or Type
12062 44th PI S
Property Street Address
Tukwila WA 98178
City State ZIP
Giang M. Nguyen
Owner's Name
11301 84th Ave s
Owner's Mailing Address
Seatllle WA 98178
City State ZIP
206-393-2643
Owner's Phone Number {with Area Code)
206-393-2643
Property Contact Phone Number {with Area Code)
Party to be Billed (if different than Owner}:
Name
Street Address
Ciry State ZIP
Residential Customer
Please check appropriate box: Equivalent (RCE)
�7 Single-family {free standing, detached only)
Multi-Family {any shared walls):
❑ Duplex (0.8 RCE per unit)
❑ 3-P(ex (0.8 RCE per unit)
Ci 4-Plex (0.8 RCE per unit)
1.0
1.6
2.4
3.2
For King County 1,�� Only
Account #
No. of
Monthly Rate
Tukwila wq
Sewer Distnct! Agency Contact & Phone Number
pate of Sewer Connection
Side Sewer Permit Number
334740-0881
Required: Property Tax Parcel Number
Jimmy Short Plat
Subdivision Name
�Ot #2
Lot Number
Nauyen's Resident
Bwlding Name
L07-031
Subdivision Number
#4
Block Number
Please report any demolitions of pre-existing
building on this property. Credit for a demalition
tnay be given under some circumstances.
Demo{ition of pre-existing building? ❑ Yes [� No
Was building on Sanitaryr Sewer? O Yes (� No
Was Se�.ver connected before 2/1/90? rJ Yes �l No
Sewer disconnect date:
❑ 5 or more (0.64 RCE per unit� _�i Type of building demolished?
No. of Units x 0.64 - Request to appfy demolition credit to multiple buildings?
❑ Mobile home space (1.0 RCE per space) a �Yes f' No
No, of Spaces x 1.0 =
If Multi-family, will units be sold individuaily? ❑ Yes C No
If yes, will this property have a Homeowner's Association? C Yes O No
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of The charge is established annua{ly 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 casts of providing sewage treatment capaciry for new sewer customers. All future
billings can be prepaid at a discounted amount.
Questlons regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 205-684-1060.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this intormation and
any deviation will require resubmission of corrected data for determination of a revised capacity cff�arge.
Signature of Owner/Representative G�an9���1en Date 07/20/2015
Print Name of Owner/Representative Nauyen M Giang
ios> (Rev. 4/� 1} White — King County Yellow — Local Sewer Agency Pink — Sewer Customer p,,,,,, �
JPT Construction
Hottie F.ispaiiol Contact.
Safety & Health
Washington State Qepartment o#
l.ab�r �c �r�dus�r��s
JPT Construction
Owner or tradesperson
Principals
PHAN, TAM, OWNER
Doing business as
JPT Construction
WA UBI No.
603 277 693
License
Page 1 of 3
Search L&I � 'Yry�:�;��.�J
A-GIni9cx I-I:elp blti•i..S:l
Claims & insurance Workplace Rights Trades & Licensing
11301 84th Ave S
SEATTLE, WA 98178
206-259-5826
KING County
Business type
Individual
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
.........................
Meets current requirements.
License specialties
GENERAL
License no.
JPTCOC*876C1
Effective — expiration
02/21/2013— 09/15/2017
Bond
. ........
Ironshore Indemnity Inc
Bond account no.
SUR40006749
Received by L&I
09/71/2015
Bond history
Insurance
.............
Contractors Bonding & Insuranc
Policy no.
C11SK6076
Received by L&I
0917 1/20 7 5
$12,000.00
Effective date
09/11/2015
Expiration date
Until Canceled
$1,000,000.00
Effective date
09/1112015
Expiration date
09/11/2016
Insurance history
Savings
............ ...
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
....................................
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603277693 &LIC=JPTCOC* 876C 1 &SAW= 7/5/2016
�
A PORTION OF THE SE 1�4 O.F' TI�E NE 1�4 SEC�'ION 10, TO WNSHIP 23 NORT.�I, RANGE 4 EAST,
WI.LLAMETTE MERIDIAN, K�NG CO UNT Y, WASHING TON
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SUMNER, WASHINGTON 98390
253-826-0300 Fax 253-826-9703
��
LEGAL DESCRIPTION
LOTS 1 AND 2 OF JIMMY SHORT PLAT, TUKWILA SHORT PLAT # L07-031
AS RECORDED UNDER AUDITOR'S FILE NUMBER �0091009900007,
RECORDS OF KING COUNIY, WASHINGTON.
■�■ � �
'��°t�i�—'i,�i�f��ii+�i�,�r»��41G's,tk��kt�7i��t�'�if�YtSt�'S�"f� t'n�`it����>s��:y ,�d?�?.«;lii�
��—��a� �s��c� �������������?��������,��x�r��s�,�s�
� � �� .�
LEGEND
O FOUND PROPERTY CORNER PER SHd�'+i PLAT
❑E POWER HAND HOLE
�POWER POLE
FIRE HYDRANT
L( WATER METER
� CATCH BASIN OR INLEf
� GAS MEfER
—P— OVER HEAD ELECTRIC LINES
EDGE OF PAVEMENT
X CHAIN LINK OR WIRE FENCE
❑ WOOD FENCE
�rrrrn BUILDINGS
r � � :.�lTl�i�
��t�� �.5 ao�r
City of Tukwila
PUBLIC Works
� �'�'�'�
���;..�1 >,::u,..
�!`� �a �"��'i��'���
�C��RE�ilOiV JUN 2 8 ��16
Lii�#
������� � �����R
THIS SURVEY COMPLIES WITH ALL
STANDARDS AND GUIDELINES OF
THE SURVEY RECORDING ACT CHAPTER
58.09 RCW AND 3�32-130 WAC.
SURVEYOR'S CERTIFICATE: EQUIPMENT AND METHODOLOGY
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE B`' LEICA ROBOTIC TOTAL STATION & ALLEGRO DATA TOPOGRAPHIC SURVEY FOR:
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THt COLLECTOR. rIIMMY PHAN
REQUIREMENTS OF THE SURVEY RECORDING ACT, AT THE
REQUEST OF JIMMY PHAN. FIELD TRAVERSE CLOSED ON AND/OR BALANCED CITY OF TUKWILA
AGAINST OTHER SURVEYS OF RECORD. SHORT PLAT ,#LD�-031
THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL
' 7/10/2015 POINT ON THIS SURVEY RELATIVE TO ANY OTHER AFN 20091009900007 DRAWN: GPS SCALE 1" = 20'
PHYSICAL POINT ON THIS SURVEY, INCLUDING DATE SURVEYED: 7/10/15 APPROVED: G�S
G. PHI SAR T P.L.S. 34145 LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM.
DATE PRINTED; 7/10/2015 JOB No: 2015053
���
��. , ��.�,�����
�,
� �����..�
`Ma .� $''�F�Y°
' � REVISIONS ��
No changes shafl be made to thP scopP
of work �n!ithout prior aoproval of �
Tu!:�vila Building Division. �
!(�i1TL: �;�visions will require a new plan submit±al
' �nd may inL�ud� ad�;tionai plan reviev�r i�es �
�"�s���1#3;'��,:' �aE��?8 � �, �,�,;�„�`�'.�,
• _: d ::...�,r .
i�� ��;�.s���� ����?� � a�� ��r �s ° �. �� �����
�2��k'�� �rtE`,�'=��? t � ��� .�rr^����:�.� ;��'c�� a ���
����F�F��`,� �'�Rt,!M€,":Vi!�� i �� ��'�„A'
,� �
f�s�a���o��� ��A: � 5
. p��� ,
� �;�v�9.,�,�, • .
.��.b.LSaF��,'li.1«'YM1N d�i.'t::i'.::+ti:::i!'LW.1tYlw�;._C M1.^�.Y
— r
' ���'lEt�1ED �OR
��'�� COMPLIANCE
��pp�Ca'��C�
JUL OI i6
. �
City f Tu a
BUIl.DING DIVISION I
� �� � •
PI�� ��i�w �pp�o��l is subl��t to error� ar� �..,
�AAp���f of �ons�rtactr�t� �c��c�rrr��it� d���s rt� or�����a7�.
4he vial��i�n o� ��y �do�i�d �d� �r �rdin�n � a����ot i�a
of appP���d F6�Id �ony �nd �n�i�ior�g i� g�c�. t����ir�'
OVlf,�����:
��;
�--� 1
��te: �?Z � �
��
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Ci�y c� �uk�i��
��%%���� ����a^3�(�
a
_�
SEP�'���TE Pc�?�,�li'
REQUi�;�D FQR;
❑ ochattiCai
Etccirical
D Ptumbin�
❑ Gas Piping
' Ci�y of Tuituvil�
�� �'�-`�`": � i�1VISION
�
Q
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Q
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U �
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U
exi�tin,g fire hydrant
�
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6"� ADS N12
Q 3
� � E
existing atch basin ss s�" ___,,
�
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Q 3
�'� G� � GAS AS G,�S ,_, GAS -
existing (2) water eters
CW �— CW � C —
� 3 �
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Q M
25'- " �5'-0� 0 35'- "
� U � M
Q Z
l'7
Q 10' BSBL
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ss
nage ►ine (Ex) Utility Vault
145'-0"
140'-0"
- N 51 ° 26'37" E 254.00'
" i ii` i %�
:..;.:,_,_.;._._.�.:;
Surface Drainage
15' Wide Pavement Drive way
- � GAS GAS
Existing House
0 1069sf
' PC# 334740-0880
� 12060 44th PL S
Tukwila WA 98178
40'-0"
� � SCOPE OF WORK
LEGEND:
PROPERTY LINE
- - - ROAD CENTER /ROW CENTERLINE
PROPERTY 5ET BACK
C�/ WATER SERVICE LINE
SD STORM DRAIN LINE
SD SIDE SANITARY SEWER LINE
SD UTILITIES TRENCH (POWER, TEL � COAX)
5' BSBL
Construct new house on a vacant lot.
LEGAL DESCRIPTION
HILLMANS MEADOW GARDEN DIV #1 LOT 2 OF TUKWILA SP 107-031
REC #20091009900007 SD SP BEING LOTS 30 & 31 BLK 4 OF SD PLAT
LESS NP RNV
PLat Block: 4
ZONING 8c CODE INFORMATION
1. Jurisdiction : Tukwila
2. Present Zoning : Single Family(Res Use/Zone)
3. Parcel Number : 334740-0881
4. Code Information : All work shall conform to the following codes by all
other governing laws, jurisdictions, ordinances and regulations
2012 International Building Code (IBC)
2012 International Residential Code (IRC)
2012 International Mechanical Code (IMC)
2012 International Fuel Gas Code (IFGC)
2012 International Fire Code (IFC)
Washington State Energy Code WAC51-11 (WSEC)
CONTACTS INFORMATION
Owner:
Giang Nguyen Phone: 206-393-2643
12062 44th PL S Email: ijmpjimmy66@gmail.com
Tukwila 98178
Structural Design Engineer:
Ken Nguyen
16507 NE 50th St
Redmond, WA 98052
Phone:425-891-5111
Email: housedesign4u@yahoo.com
34'-9"
254.00'
6"� CLEAN OUT
PERFORATED TIGHLINE INFILTRATION
TRENCH PER DETAIL 1/8
' FC}C�TING DRAIN
PIPING TYP.
54'-0"
s " `" ss
--- �—C--�—
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These plans have been reviewed by the Public
�Iarl�s Departrnent for conformance with current
City sta�uards. 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 ��ith the
designer. Additions, deletions or revisions to these
drati��ings after this date will void this acceptance
and will require a resubmittal of revised drawings
for subsequent approval. _ -
Final acceptance is subject to field inspection by
the Public Works utilities inspector. _
By. _ _ <- _ .
Date: • -�-.
5 l� .-�k�� -
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20' BSBL
CARBON MONOXIDE ALARMS
NEW CONSTRUCTION PER IRC 315.1 SHALL H�VE AN
APPROVED CARBON MONOXIDE ALARM INSTALLED
OUTSIDE OF EACH SEPARATE SLEEPING AREA IN
DWELLING UNITS AND ON EACH LEVEL IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIO�IS.
EXISTING DWELLINGS PER IRC 315.3 SHALL BE
EQUIPPED WITH CARBON MONOXIDE AL.ARMS N
ACCORDANCE WITH THE INFORMATION ABOVE; NOTE
THAT SOME EXCEPTIONS MAY APPLY. AN IN�PECTION
WILL OCCUR WHEN ALTERATIONS, REPAIRS OR
ADDITIONS REQUIRING A PERMIT OCCUR, OR �NHEN ONE
OR MORE SLEEPING ROOMS ARE ADDED OR CREATED.
SINGLE STATION CARBON MONOXIDE ALARMS PER IRC
315.4 SHALL BE LISTED AS COMPLYING WITH UL 2034
AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS
CODE, NFPA 720-2012 AND THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS. CARBON MONOY,IDE
DETECTION SYSTEMS PER IRC 315.2 THAT INCLUDE
CARBON MONOXIDE DETECTORS AND AUDIBLE
NOTIFICATION APPLIANCES, INSTALLED AND NAINTAINED
IN ACCORDANCE WITH THIS SECTION FOR CARBON
MONOXIDE ALARMS AND NFPA 720-2012, SHALL BE
PERMITTED. THE CARBON MONOXIDE DETECTC�RS SHALL
BE LISTED AS COMPLYING WITH UL 2075. WHERE A
HOUSEHOLD CARBON MONOXIDE DETECTION �YSTEM IS
INSTALLED, IT SHALL BECOME A PERMANENT FIXTURE
OF THE OCCUPANCY.
SMOKE ALARMS/DETECTORS SHALL BE INSTALLED
IN ALL SLEEPING ROOMS, IN THE AREA OUTSIDE
THE SLEEPING ROOM AND IN OTHER LOCATIONS
PER IRC R314. POWER SOURCE AND
INTERCONNECTION PER CODE.
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GARAGE FF
EL = � 5, o„
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EL = 16'.5"
Proposed House
1822sf
PC# 334740-0881
12062 44th PL S
Tukwila WA 98178
DOWN SPOUT
TYP.
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Total Coverage 24 I 8
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Driveway 790
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GLAZING 180.5 SF
PERCENTAGE 9.91 %
CO CAR 0 MONO ID D TE T R
R PER UBC
SD W/ BATTERY BACKUP INTERCONNECTED.
SW—# SHEARWALL N0. SEE SHEARWALL SCHEDULE SHEET
S-1 ALL EXTERIOR WALLS NOT CALLED OUT TO BE
SW-1
XXXX HOLDOWNS
NOTES:
1. DO NOT SCALE—VERIFY DIMENSIONS
2. TOP WINDOWS LINE UP WITH TOP DOOR U.N.O.
3. ALL WINDOWS ARE OPERABLE U.N.O.
4. 2X6 HF#2 STUD �,� ' O.C. EXT. WALLS U.N.O.
24"
5. R21 INSULATION lYP. EXT. WALLS
6. R30 INSULATION FLOOR
7. DOUBLE JOISTS UNDER WALLS OR PARTITIONS
PARALLEL TO JOISTS
8. SOLID BLOCKING JOISTS AT SUPPORTS,
UNDER PARTITIONS PERPENDICULAR TO
JOISTS AND UNDERSIDE STRUCTURAL POSTS
9. HEADERS NOT CALLED OUT TO BE 4X10 DF#2 W/ 2X
TRIM STUD
10. FRAMING LUMBER IN CONTACT WITH CONCRETE
OR MASONRY SHALL BE PRESSURE TREATED.
11. FASTENERS FOR PRESERVATIVE—TREATED AND
FIRE—RETARDANT—TREATED WOOD SHALL BE OF
HOT—DIPPED ZINC—COATED GALVANIZED STEEL,
STAINLESS, SILICON BRONZE OR COPPER.
12. ALL MACHINE BOLTS SHALL BE ASTM A307 OR
BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS
OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL
SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS
INTO EXISTING CONCRETE. BOLTS SHALL BE
EMBEDDED A MINIMUM OF 5" INTO EXISTING
CONCRETE.
13. WHERE NAILS ARE SPACED AT 3�� ON CENTER OR
LESS, NAILS MUST BE STAGGERED.
14. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS
AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING
ON WOOD.
15. PROVIDE 3X3X3/16 WASHER AT ALL ANCHOR
BOLTS. VERIFY WITH LOCAL JURISDICTION REQUIREMENTS
KEY NOTES:
O 3" DIAMETER BY 36" HIGH CONCRETE FILLED PIPE,
2 FEET EMBEDED INTO 12" DIA. CONC. FOOTING
O HOUSE BIBBS TO BE BACKFLOW PREVENTION AND
FREEZE RESISTANT TYPE.
3O FLOOR MORE THAN 30 INCHES ABOVE GRADE
SHALL HAVE GUARD RAILS NOT LESS THAN 36
INCHES OR HANDRAIL NOT LESS THAN 34
INCHES IN HEIGTH MEASURED VERTICALLY FROM
THE NOSING OF THE TREADS. SEE NOTE
11
4O EMERGENCY EGRESS WINDOW PER IRC 310.1
EVERY SLEEPING ROOM SHALL BE PROVIDED WITH
AR LEAST ONE OPENABLE DOOR OR WINDOW WITH
A MINIMUM NET OPEN AREA OF 5.7SF WITH 20"
MIN. CLEAR OPEN WIDTH, 24" MIN. CLEAR OPEN
HEIGHT ANF 44" MAX. SILL HEIGHT.
5O 110V SMOKE DETECTOR PER IBC W/ BATfERY
BACKUP INTERCONNECTED.
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GAS METER
ELECTRICAL METER 4' AWAY FROM GAS METER
GARAGE SEPARATION 1 LAYER 5/8" TYPE "X"
GWB. TO ALL WALLS AND CEILIINGS OF GARAGE
SIDE FORM FOUNDATION TO SHEATHING. WRAP
POST AND BEAMS. FLOOR/CEILING 3/4 T& G
APA SUBFLOOR W/ R30 NON—COM3USTIBLE
INSULATION WITH RESILENT CHANNELS
1 1/3" SOLID DOOR W/ SELF CLOSER
ANY ACCESSIBLE SPACE UNDER STAIRS TO BE
COVERED WITH 5/8 TYPE "X" GWB
11 SEE IRC R311.5.3.2 FOR WINDER TREADS DEPTH
12 COVER WALL ADJACENT TO TUBS AND SHOWERS WITH
NON—ABSORBENT MATERIAL TO 72" ABOVE DRAIN
INLETS. SEE NOTEO
13 18 RISERS � 6 3/4" PLUS (TOTAL HEIGTH=9'-0
+12.625" FIELD VERIFY) 17 TREADS � 11.25"
(FIELD VERIFY)
11
14 18"X24" CRAWL SPACE ACCESS UNOSTRUCTED.
OPENING IN HEATED AREA MUST BE INSULATED
AND WEATHER STRIPPED
15 GAS APPLIANCE TO BE U.L. LISTED AS LABELED AND
INSTALLED ON AN 18" PLATFORM. HOT WATER
HEATER SHALL BE INSTALLED WITH SEISMIC STRAPS
PER UPC CODE AND PRESSURE RELIEF LINE
PLUMBED TO OUTSIDE.
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425-775-3280
mrleonkao�hotmail.com
4233 192ND ST SW
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Drawn By: LK
Checked By: LK
Date: 2-15-08
Job No. PHAN-02
3-5-08
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NOTES:
1. DO NOT SCALE—VERIFY DIMENSIONS
: �
I.� I VVJCJ
�J
14'-0"
�' _ _ _ LINE OF WALL BELOW
---- ------
2. TOP WINDOWS LINE UP WITH TOP DOOR U.N.O.
3. ALL WINDOWS ARE OPERABLE U.N.O.
4. 2X6 HF#2 STUD � 16" O.C. EXT. WALLS U.N.O.
5. R21 INSULATION TYP. EXT. WALLS
6. R30 INSULATION FLOOR
7. DOUBLE JOISTS UNDER WALLS OR PARTITIONS
PARALLEL TO JOISTS
8. SOLID BLOCKING JOISTS AT SUPPORTS,
UNDER PARTITIONS PERPENDICULAR TO
JOISTS AND UNDERSIDE STRUCTURAL POSTS
9. HEADERS NOT CALLED OUT TO BE 4X10 DF#2 W/ 2X
TRIM STUD
10. FRAMING LUMBER IN CONTACT WITH CONCRETE
OR MASONRY SHALL BE PRESSURE TREATED.
11. FASTENERS FOR PRESERVATIVE—TREATED AND
FIRE—RETARDANT—TREATED WOOD SHALL BE OF
HOT—DIPPED ZINC—COATED GALVANIZED STEEL,
STAINLESS, SILICON BRONZE OR COPPER.
12. ALL MACHINE BOLTS SHALL BE ASTM A307 OR
BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS
OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL
SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS
INTO EXISTING CONCRETE. BOLTS SHALL BE
EMBEDDED A MINIMUM OF 5" INTO EXISTING
CONCRETE.
13. WHERE NAILS ARE SPACED AT 3" ON CENTER OR
LESS, NAILS MUST BE STAGGERED.
14. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS
AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING
ON WOOD.
15. PROVIDE 3X3X3/16 WASHER AT ALL ANCHOR
BOLTS. VERIFY WITH LOCAL JURISDICTION REQUIREMENTS
� �
1 /4"=1 '-0"
GLAZING
LOWER FLOOR 1058 SF
GLAZING 94 SF
PERCENTAGE 8.88�
CO CAR O MONOXIDE DETECTOR
ETECTOR PER UBC
SD W/ BATTERY BACKUP INTERCONNECTED.
SW—# SHEARWALL N0. SEE SHEARWALL SCHEDULE SHEET
S-1 ALL EXTERIOR WALLS NOT CALLED OUT TO BE
SW-1
XXXX HOLDOWNS
KEY NOTES:
O COVER WALL ADJACENT TO TUBS AND SHOWERS WITH
NON—ABSORBENT MATERIAL TO 72" ABOVE DRAIN
INLETS. SEE NOTEO
2O 18 RISERS C�? 6 3/4" PLUS (TOTAL HEIGTH=9'-0
+10.25" FIELD VERIFY) 16 TREADS � 11.25" (FIELD
VERIFY)
11
3O EMERGENCY EGRESS WINDOW PER IRC 310.1
EVERY SLEEPING ROOM SHALL BE PROVIDED WITH
AR LEAST ONE OPENABLE DOOR OR WINDOW WITH
A MINIMUM NET OPEN AREA OF 5.7SF WITH 20"
MIN. CLEAR OPEN WIDTH, 24" MIN. CLEAR OPEN
HEIGHT ANF 44" MAX. SILL HEIGHT.
4O 22"X30" ATTIC SPACE ACCESS W/ 30" HEAD
CLEARANCE INSULATE AND WEATHER STRIP.
ARCHITECTURAL NOTES:
STANDARDS:
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE
2012 INTERNATIONAL RESIDENTIAL CODE ( 2012 IRC) UNIFORM PLUMBING
CODE (UPC), INTERNAIONAL MECHANICAL CODE (IMC), WASHINGTON STATE
ENERGY CODE (WSEC) AND THE NATIONAL ELECTRICAL CODE (NEC), LATEST
201� T�JK�/VIL,A MUNI�IPAL COI�EdTMC�, t� s...,� �>>> � �
GENERAL NOTES
CONTRACTOR/SUBCONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION AND DERTERMINE THE LOCATIONS OF THE UNDERGROUND
UTILITIES. IT IS THE RESPONSIBILITIES OF THE CONTRACTOR TO TAKE
PRECAUTIONS TO PREVENT DAMAGE TO THE ADJACENT PROPERTIES OR HARM
TO PUBLIC. NOTIFY THE DESIGNERS OF DISCREPANCIES.
DESIGN SERVICES DO NOT INCLUDE CONSTRUCTION INSPECTION. THE OWNER
UNDERSTAND THERE MAY BE MISINTERPRETATIONS OF THE PLANS AND
SPECIFICATIONS DURING CONSTRUCTION WHICH MAY LEAD TO ERORS AND
SUBSEQUENT DAMAGE. THE OWNER INDEMNIFY, HOLD HARMLESS AND DEFEND
THE DESIGNERS AGAINST ANY AND ALL CLAIMS WHICH MAY ARISE OUT OF
THE ACTS OF THE CONTRACTOR PERFORMING WORK NOT IN COMPLIANCE WITH
THE INTEND OF THE DESIGN DOCUMENTS.
VERIFY THE DIMENSIONS PRIOR TO CONSTRUCTION.
1O ELECTRICAL
WORK SHALL CONFORM TO EDITIONS OF NATIONAL ELECTRICAL CODE(NEC),
STATE OF WASHINGTON ELECTRICAL CODES APPLICABLE TO THE WORK.
DEVICES AND EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES, INC.,
LISTED AS LABELED.
OBTAIN PERMITS AND INSPECTIIONS AND PAY FEES REQUIRED BY STATE AND
LOCAL AUTHORITIES.
DRAWINGS SHOW APPROMIMATE LOCATIONS OF LIGHTING, EQUIPMENT AND
GENERAL REQUIREMENTS AS TO SIZE AND LOCATION OF CONDUIT. FIXTURES,
OUTLETS, AND MECHANICAL DRAWINGS. REPORT ANY CONFLICT TO DESIGNERS
FOR ADJUSTMENT PRIOR TO PROCEEDING WITH THE WORK.
O HEATING/AIR CONDITIONNING
SUPPLY MATERIALS, LABOR, SUPERVISION AND TOOLS FOR COMPLETE HEATING
SYSTEMS. SYSTEM TO BE DESIGNED BY MECHANICAL CONTRACTOR AS PER
MANUFACTURER'S INSTRUCTIONS.
WORK SHALL CONFORM TO EDITIONS OF UNIFORM MECHANICAL CODE(UMC),
STATE OF WASHINGTON MECHANICAL CODE AND ENERGY CODES APPLICABLE
TO THE WORK. DEVICES AND EQUIPMENT SHALL BE UNDERWRITERS
LABORATORIES, INC., LISTED AS LABELED.
WHOLE HOUSE VENTILATION SHALL BE PROVIDED PER THE WASHINGTON STATE
VENTILATION INDOR AIR QUALITY CODE. FAN TO BE EQUIPPED WITH BOTH
MANUAL SWITCH AND TIMER SET TO EXHAUST 24 HOURS READILY
ACCESSIBLE. EXHAUST FANS MUST BE FLOW RATED AT .25 WATER GAUGE
AND MAX. 1.5 SONE RATING
OBTAIN PERMITS AND INSPECTIIONS AND PAY FEES REQUIRED BY STATE AND
LOCAL AUTHORITIES.
DRAWINGS TO BE PROVIDED BY CONTRACTOR FOR ARCHITECT'S APPROVAL AS
TO LOCATION OF HEATING AREAS AND INSTALLATION DETAILS.
O3 PLUMBING
THE WORK INCLUDES THE SUPPLY OF MATERIALS, LABOR, SUPERVISION AND
TOOLS TO PROVIDE COMPLETE PLUMBING SYSTEMS.
WORK SHALL CONFORM TO THE LATEST EDITIONS OF UPC, STATE AND LOCAL
AUTHORITIES.
THE WORK CONSISTS OF COMPLETE SYSTEMS AS SHOWN ON DRAWINGS AND
AS EQUIPMENT AND INCLUDES FOLLWING: DOMESTIC WATER SYSTEM: INCLUDES
BUILDING WATER SERVICE AND MAINS, WHICH RUNS TO FIXTURES AND
EQUIPMENT IN BUILDING. SANITARY WASTE AND VENT SYSTEM: THIS SYSTEM
SHALL INCLUDE A COMPLETE SANITARY SYSTEM FOR THE BUILDING, WITH
CONNECTIONS TO THE SANITARY DISPOSAL SYSTEM.
PROVIDE ALL PLUMBING FIXTURES AS CALLED FOR, COMPLETE WITH FITfINGS,
ACCESSORIES AND CONNECTIONS TO WASTE, HOT AND COLD WATER AND
F�USH CONNECTIONS.
THE ENTIRE PLUMBING SYSTEM SHALL BE INSTALLED TO CONFORM WITH ALL
RULES AND REGULATIONS OF THE STATE OF WASHINGTON HEALTH
DEPARTMENT AND LOCAL CODES AND ORDINANCES.
OBTAIN PERMITS AND INSPECTIIONS AND PAY FEES REQUIRED BY STATE AND
LOCAL AUTHORITIES.
O EXHAUST FANS/VENTILATION:
RANGE, CLOTHES DRYER AND MECHANICAL EXHAUST FANS SHALL BE VENTED
TO THE OUTSIDE WITH APPROVED DUCTS AND EQUIPPED WITH BACK—DRAFT
DAMPERS.
KITCHEN: 100CFM VENTED TO OUTSIDE
BATH ROOM: 50CFM VTO
LAUNDRY: 50CFM VTO
PROVIDE WHOLE HOUSE VENTILATION PER WASHINGTON STATE INDOOR AIR
QUALITY CODE.
O HOUSE WHOLE VENTILATION
SHALL BE PROVIDED PER THE WASHINGTON STATE VENTILATION INDOR AIR
QUALITY CODE. FAN TO BE EQUIPPED WITH BOTH MANUAL SWITCH AND
TIMER SET TO EXHAUST 24 HOURS READILY ACCESSIBLE. EXHAUST FANS
MUST BE FLOW RATED AT .25 WATER GAUGE AND MAX. 1.5 SONE RATING
5O 110V SMOKE DETECTOR PER IBC W/ BA�1-fERY
BACKUP INTERCONNECTED. gO
O 36" HIGH RAILING. PROVIDE A MAXIMUM 4"
CLEAR SPACE IN BETWEEN INTERMEDIATE RAILS.
TYP. INTERMEDIATE POSTS AS NEEDED TO MEET
HORIZONTAL LOAD REQUIREMENT
O6 EGRESS WINDOW:
EMERGENCY EGRESS WINDOW: EVERY SLEEPING ROOM SHALL BE PROVIDED
WITH AT LEAST ONE OPENABLE DOOR OR WINDOW WITH A MINIMUM NET OPEN
AREA OF 5.7SF WITH 20" MIN. CLEAR OPEN WIDTH, 24" MIN. CLEAR OPEN
HEIGHT AND 44" MAX. SILL HEIGHT.
O7 SAFETY GLAZING:
ALL GLASS IN DOORS, TUB/SHOWER ENCLOSURES WITHIN 24" OF A DOOR,
LESS THAN 18" ABOVE FLOOR OR OTHER HAZARDOUS LOCATION SUBJEC TO
HUMAN IMPACT SHALL BE BE SAFETY GLAZING, SAFETY GLAZING AND
TEMPERED GLASS SHALL BE FACTORY LABELED PER BUILDING CODE.
SKYLIGHTS TO BE DOUBLE PANELS, SHATER RESISTANT APPROVED RIGID
PLASTIC OR LAMINATED SAFETY GLASS. PROVIDE 4" CURB (OR SELF
FLASHING ASSEMBLY)
Og SMOKE ALARMS:
EACH SLEEPING AREA SHALL BE EQUIPPED WITH SMOKE ALARM WITH 110V
DIRECTLY CONNECTED TO POWER SUPPLY WITH BATfERY BACKC—UP.
Og TUBS 8c SHOWERS:
TUB AND SHOWER WALL SHALL HAVE A SMOOTH, HARD, NONABSORBENT
SURFACE TO A HEIGTH OF NOT LESS THAN 72 INCHES ABOVE THE DRAIN
INLET, MATERIAL OTHER THAN STRUCTURAL ELEMENTS USED IN SUCH WALLS
SHALL BE OF A lYPE OF ADVERSELY AFFECTED BY MOISTURE. IF GLASS
DOORS ARE USED SHALL BE TEMPERED SAFETY GLASS. SHOWERS HEADS
SHALL HAVE A FLOW DEVICE TO LIMIT THE TOTAL FLOW TO A MAXIMUM OF 3
GPM PER SHOWER.
10 APPLIANCES:
APPLIANCES TO BE U.L. LISTED AS LABELED, PROTECTED FROM DAMAGE AND
INSTALLED ON AN 18" PLATFORM. HOT WATER HEATER SHALL BE INSTALLED
WITH SEISMIC STRAPS PER UPC CODE AND PRESSURE RELIEF LINE PLUMBED
TO OUTSIDE. ELECTRIC WATER HEATER IN UNHEATED SPACE OR ON
CONCRETE FLOOR SHALL BE PLACED ON AN R-10 OR GREATER INSULATED
INCOMPRESSIBLES BASE.
11 STAIRWAY 8c GUARDRAIL NOTES
USUABLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS (ON THE
ENCLOSED SIDE) PROTECTED AS REQUIRED FOR 1—HOUR FIRE RESISTANT
CONSTRUCTION.
FIRE BLOCK STAIRS, BETWEEN STAIR STRINGERS AT TOP, BOTTOM AND ALONG
RUN BETWEEN STRUDS.
STAIRWAY REQUIREMENTS, UNLESS NOTED OTHERWISE:
A. MINIMUM STAIR WIDTH ........................................36"
B. MINIMUM LANDING WITH ....:................................36"
C. MINIMUM TREAD DEPTH .....................................10"
D. MINIMUM RA�ER HEIGHT "
...................................4
E. MAXIMUM RISER HEIGHT ...................................7 3/4"
F. MINIMUM HEADROOM .........................................6'-8„
HANDRAIL TO HAVE ENDS RETURNED AND PLACED A MINIMUM OF 34" AND A
MAXIMUM OF 3i3" ABOUVE TREAD NOSING. HANDRAIL TO BE EASILY GRAPABLE
WITH A 1-1 /4" TO 2" CROSS—SECTION AREA. TRIM AND OTHER DECORATIVE
FEATURES MAY PROJECT INTO THE REQUIRED STAIR WIDTH UP TO 3-1/2"
EACH SIDE. HANDRAILS SHALL EXTEND AT LEAST 1-1 /2" FROM WALL.
GUARDRAILS TO BE A MINIMUM OF 36" HIGH MIN. ABOVE FINISHED FLOOR .
PROVIDE A MAXIMUM OF A 4" CLEAR SPACE BETWEEN INTERMEDIATE RAILS.
USUABLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS (ON THE
ENCLOSED SIDE) PROTECTED AS REQUIRED FOR 1—HOUR FIRE RESISTANT
CONSTRUCTION.
12 ENERGY NOTES
(a) GLAZING:
ALL GLAZING TO BE DOUBLE—GLAZED, FACTORY BUILT WITH A MAXIMUM
INFILTRATION OF .5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER
PER STANDARD ASTM. AND SHALL BE TIGHTLY FIT, SEALED, CAULKED OR
WEATHER-STRIPPED TO LIMIT AIR LEAKAGE INCLUDING:
AROUND DOORS AND WINDOWS, SILL PLATES AND TOP PLATES. ALL
PLUMBING, ELECTRICAL AND HVAC PENETRATIONS IN WALLS, FLOORS AND
CEILINGS TO BE CAULKED AND SEALED.
WINDOWS—U VALUE .30
DOORS .
(b) INSULATION:
CEILING, WALL AND FLOOR INSULATION TO BE INSTALED WITHOUT
COMPRESSION.
WATER HEATER, ALL SERVICE WATER PIPING AND HEATING DUCTS SHALL BE
THERMALLY INSULATED IN ACCORDANCE WITH LOCAL CODES
VAULTED CEILING R— 38 p�OR �
ATTIC CEILING R-49 REVIEWE
WALLS R-21 �;�'�E CO ��,� �C
p��P�
WALL BELOW GRADE INTERIOR R-21 p��p16
WALL BELOW GRADE EXTERIOR R-10 .���-
FLOORS R-30 .
SLAB ON GRADE R-10 ���� fg�`�E.l�<<'�
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REV #1 06/27/2016
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PITZER & ASSOCIATES
STRUCTURAL ENGINEERING
425-308-8070
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Drawn By: LK
Checked By: LK
Date: 2-15-08
Job No. PHAN-02
3-5-08
UPPER FLOOR �
SNEAB ALL PLAN
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10d @ 6" �
RBC SPACING PER SHEAR WALL
BIRDSCREEN BLK'
T.O. W.
ALUM. CONT. GUTTER
1x6 CONT. FASCIA
CONT. SCREEN VENT
WALL NAIL 16d @ 12"
FLOOR PANEL NAIL
8d @ 6"
NAIL PER SHEAR WALL SCHEDULE
�
10d @ EACH JOIST
TYP AT TOP & BOTT
1-2X6
CONT. PLATES
- SIDING PER PLAN
- R-TECH 1" INSUL�**
- 7/16" SHEATHING
- 2x6 AT 24" O.C.
- R-21 INSULATION
- 1 /2" GWB
1 1/4" LSL RIM BOARD
P.T.MUDSILL
W/ 3"x3"x1 /4"
WASHER
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2-#4CONT. BOTT
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ROOF SHEATHING PER PLAN
BAFFLE
�" nir rn� tieini
�vei�. ��uu Hnyii wi �uisy
(1) 2x6 CONT. PLATE
*** Notes :
Provide Vapor Barrier TYVEK
if R-TECH is not used
3/4" PLYWD. T&G
BLOCKING AT 48"
�
� LOW LEVEL
MFG ROOF
TRUSS @ 2'-0"
R-49 INSULATION
- ASPHALT COMPOSITION
TOP PLATE - 16" SHEATHING
- 2x6 @ 24"
3/4" T&G PLYWD.
SUB. FL.. NAIL & GLUE
PLYWD INDEX N0.24/0
NAIL W/8d @6"O.C.EDGES
&12"O.C. FIELD
� UPPER LEVEL
FLOOR JST PER PLAN
TOP PLATE
�� �� �� f ��F�LObR J01ST PER PLAN
�� �. TOP PLATE
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10 MIL `.� �
VAPOR z
BARRIER �
#4 HORIZ @ 12"o.c.
#4 VERT @ 18"o.c.
SECTION
SCALE 3/4"=1'-0"
1. ALL PANEL EDGE5 TO OCCUR OVEft 5TUD5, PLATES, RlM5 OR HORIZONTAL BLOCKING.
2. NAlL INi�ERMEDIATE 5UPPORTS AT 12" O.C.
3. Pft4VIDE (2) 2x S7UDS AT TNE ENDS OF ALL SHEAR WALLS (U.N.O.)
PROVlDE PANEL EDGE NAIUNG INTO EACH MULTIPLE SiUD AT END OF WALL.
�ACE NAIL MULTIPLE STUDS TOGETHER WITN 16d AT 24" O.C.
4. DO NOT PENETRATE STUDS LESS THAN 1 3/8"
5. PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH AT ABUTTING PANEL EDGES.
(2)2x STUDS ARE AN ACCEPTABLE ALTERNATE FOR 3x STUDS.
(�}2X STUDS ARE TO BE NAILED TOGETHER WITH (2) ROWS 16d AT 6" o.c.
6. LTP4 1NSTALLED OVER PLYWOOD SNALL USE 8d COMMON NAILS (.131� x 2.5")
LTP4 INSTALLED DIRECTLY AGA(NST FRAMlNG MAY USE Sd SHORT (.131x ?.5"}
RBC (NSTALLED DIRECTLY AGAlNST �RAMING USE lOd SHORT (.148x 1.5")
7. PLYWOOD JOlNT AND SlLL PLATE NA)L(NG SNALL BE STAGGERED.
WALL
5W6
SW4
SW3
5W2
SW44
SW33
SW22
b �
SHEAR WAL� SCHEDULE
SNEATHlNG � PANEL EDGE NAILING PANEL EDGE STUQS
(COMMON QR GALV BOX NAILS)
7/16" APA PLY QNE SlQE 8d AT 6" O.C. 2x
7/16" APA PLY ONE SiDE 8d AT 4" O.C. 2x
7/16" APA PLY ONE SIDE 8d AT 3" O.C. 3x
7/16" APA PLY ONE SIDE 8d AT 2" O.C. 3x
7/16" APA PLY TWO SIDES 8d AT 4" O.C. EA S(DE 3x
7/l6" APA PLY TWO SIDES 8d A T 3" 0. C. EA SIDE 3x
7/16" APA PLY TWO SIQES 8d AT 2" O.C. EA SIDE 3x
�
:� � �
BIRDSCREEN BLK'G
TOP PLATE _� I
lx CONT. FASCIA /
1-2X6
CONT. PLATES
- SIDING PER PLAN
- R-TECH 1" INSUL���
- 7/16" SHEATHING
- 2x6 AT 24" O.C.
- R-21 INSULATION
- 1 /2" GWB
P.T. 2x6 w/ $"4 A.B. �
SPACING PER SCHEDULE
CONCRETE FOOTING ,
L7P4 :'
N---
' ��I
�
WALL
REFERENCED %
PANEL EDGE '-�
NAILlN� PER FDN �- .-
DETAlL, USE HDG �.
NAILS fNTO PT SILL '- ^�'��.
ANCNOR 80LT5
5/8"� EMBED 7„
�s" o.c. �n� zx ���r�
32" O.C. IN 2x PLATE
16" O.C. (N 2x PLATE
92" O.C. IN 2x PLATE
24" Q.C. IN 3x PLATE
16" O.C. IN 3x PLATE
�s" O.C. IN 3x PLATE
(Ex) Siding
METAL FLASHING
SIMPSON HANGER LUS28
@ EACH RAFTER
2x8 HF2 AT 24" //
12
P�\�N REQ��R�� 5 �
�NS�� EDGER W/(3) -
ROWS 1 /4"� x4.5"
SIMPSON SDS SCREWS
@ EACH STUD
H2A AT EACH JOIST
(Vert. Stud Align w/ Joist)
*** Notes :
Provide Vapor Barrier TYVEK
if R-TECH is not used
SECTION
SCALE 3/4"=1'-0"
�E E�p �OR '
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I JUL 41 2416
�ity of'Tu1c�v'tla
�uti�.oi�� s'. °�
RfM
PANEL EQGE NAILING
i0 UPPER TQP PLATE
SILL PLATE
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� � s:� ' U� �'�� ��;��wN�. '�"k:���,
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'�: ��� ����� "� .�,�
AT TOP PLATE
LTP4 AT 24" O.C.
LTP4 AT 16" O.C.
L1P4 AT i6" O.C.
LTP4 Ai 12" O.C.
LTP4 AT 8" O.C.
LiP4 AT 8" O.C.
LTP4 AT 6" O.C.
RIM CONNEC710N
AT ROOF EAVE TOP PLATE
RBC Ai 16" O.C.
RBC AT ]2" O.C.
R8C AT 8" O.C.
RBC AT 8" O.C.
N.A. AT ROOF EAVE
N.A. AT ROOF EAVE
N.A. AT ROOF EAVE
FLOOR BEAM AND
JOIST PER PLAN
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AT SILL PLA7E
(COMMON NAIL .]620 x 3.5")
16d AT 6" O.C.
16d AT 4" O.C.
16d AT 3" O.C.
16dAT2"O.C.
(2) ROWS 16d AT 4" O.C.
{2) ROWS 16d AT 3" O.C.
(2) ROWS 16d AT 2" O.C.
:i _
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JQlil� JlU4 VI q'.Jr./IVVG4
framing connector❑
(2012 IRC Tables R502.5(1)
& R502.5(2))
WINDOW I DOOR SINGLE-PLY HEADER
2012 IRC Section R602.7.1
Top plate
Single-ply load-bearing header
(flush outer face of header with outer❑
edge of studs)
Cavity insulation space
(to stud depth less single header thickness)
Header bottom plate
(to complete rough opening at header)
Vertical stud per plan
See 2012 IRC Table R502.5(1).
WEATHER-RESISTIVE
BARRIER - LAP OVER TOP
2x6 TOP PLATE OF METAL HEAD FLASHING
WOOD SIDING
2xHEADER PER BED oF SEALANT
HATT INSULATION METAL HEAD FLASHING
WALL STUD PER PLAN
OUTSIDECORNER 2x6 HEADER
WOOD STRUCTURAL PANEL
SHEATHING
SLOPED TOP AND
DRIP-EDGED HEAD TRIM
SEALANT
DRYWALL CLIP TO HOLD
DRYWALLINPLACE PAN FLASHZNG (OR FELT
DRYWALL SILL STRIP) CONTINUATION
WINDOW SILL WITH FLANGE
TWO-STUD CORNERS 2x6 SILL
DRIP EDGE
WITHOUT HOLD-DOWN
CAULKING/SEALANT WITH
BACKER ROD
WINDOW FLANGE
WEATHER-RESISTIVE
BARRIER
PAN FLASHING (OR FELT
SILL STRIP)
WOOD SIDING
WOOD STRUCTURAL PANEI
SHEATHING
CROSS-SECTION @ WINDOW HEAD AND SILL
FASTENING SCHEDULE
CONNECTION FASTENING LOCATION '
1. Joist to sill or girder 3- 8d common (2 2"x0.131 ")
3- 3 x 0.131 nails toenail
3- 3" 14 gage staples
2 - 8d common (2 2"x0.131 ")
2. Bridging to joist 2- 3"x0.131" nails toenail each end
2- 3" � 4 gage staples
3. 1"x 6" subfloor or less to each joist 2- 8d commom (22"x0.131 ") face nail
4. Wider than 1"x6" subfloor to each 3- 8d commom (22'x0.131 ") face nail
.' subfloor to joist or girder 2- 16d commom (32"x0.162") face nail
16d (3 2"x0.135") at 16" o.c.
6. Sole plat to joist or blocking 3" x 0.131" nails at 8" o.c. typical face nail
3" 14 gage staples at 12" o.c.
3- 16d (3 2"x0.135") at 16" o.c.
Sole plate to joist or blocking at braced 4- 3"x0.131" nails at 16" o.c. braced wall panels
wall panel 4- 3" 14 gage staples at 16" o.c.
7. Top plate to stud 2- 1�6d common (3 2"x0.162") end nail
3 - 3 x0.131 nails
3- 3" 14 gage staples
4 - 8d common (22"x0.131 ")
8. Stud to sole plate 4- 3" x 0.131" nails toenail
3- 3" 14 gage staples
2 - 16d common (3 2"x0.162")
3- 3"x0.131" nails end nail
3- 3" 14 gage staples
16d (32 "x0.135") at 24" o.c. face nail
9. Double studs 3"x0.131" nails at 8" o.c.
3" 14 gage staples at 8" o.c.
16d (32"x0.135") at 16" o.c.
10. Double top plates 3" x 0.131" nails at 12" o.c. typical face nail
3" 14 gage staples at 12" o.c.
Double top plates 8- 16d common (3 2"x0.162")
12 - 3" x 0.131" nails toenail
12 - 3" 14 gage staples
3 - 8d common (22 "x0.131 ")
11. Blocking between joists or rafters to 3- 3"x 0.131" nails toenail
top plate 3- 3" 14 gage staples
12. Rim joist to top plate 8d �22 ��x 0.131 ") at 6" o.c.
3 x 0.131 nails toenail
3" 14 gage staples
2 - 16d common (32 "x0.162")
13. Top plates, laps and intersections 3- 3" x 0.131" nails face nail
3- 3" 14 gage staples
14. Continuous header, two pieces 16d commom (32"x0.162") 16" o.c. along edge
3 - 8d common (22 "x0.131 ")
15. Ceiling joist to plate 5- 3" x 0.131" nails toenail
5- 3" 14 gage staples
16. Continuous header to stud 4- 8d commom (22"x0.131 ") toenail
FASTENING SCHEDULE �
CONNECTION FASTENING
3- 16d common (3 2"x 0.162") minim
17. Ceiling joists, laps, over partitions Table 2308.10.4.1
(see Section 2308.10.4.1; Table 4- 3" x 0.131" nails
2308.10.4.1) 4- 3" 14 gage staples
3- 16d common (3 2"x 0.162") minim
18. Ceiling joist to parallel rafters Table 2308.10.4.1
(see Section 2308.10.4.1, Table 4- 3" x 0.131" nails
2308.10.4.1) 4- 3" 14 gage staples
19. Rafter to plate 3- 8d common (2 2' x 0.131 ")
(see Section 2308.10.1, Table 3- 3" x 0.131" nails
3- 3" 14 gage staples
2- 8d common (2 2" x 0.131 ")
20. 1 diagonal brace to each stud and 2_ 3" x 0.131" nails
plate 3- 3" 14 a e sta les
21. 1" x 8" sheathing to each bearing 3- 8d commom (22'x0.131")
22. Wider than 1" x 8" sheating to each 3- 8d commom (22"x0.131")
16d common (32" x 0.162")
23. Build-up corner studs 3" x 0.131" nail at 24" o.c.
3" 14 gage staple at 24" o.c.
20d common (4"x0.192") at 32" o.c.
3" x 0.131" nail at 24" o.c.
3" 14 gage staple at 24" o.c.
24. Built-up girder and beams
2 - 20d common (4"x0.192")
3 - 3"x0.131" nails
3- 3" 14 gage staples
25. 2" planks 16d commom (32"x0.162")
3- 10d common (3" x 0.148")
26. Collar tie to rafter 4- 3" x 0.131" nails
4- 3" 14 gage staples
3- 10d common (3" x 0.148")
4- 3" x 0.131" nails
4- 3" 14 gage staples
27. Jack rafter to hip
2 - 16d common (32"x0.162")
3- 3" x 0.131" nails
3- 3" 14 gage staples
20d common (4"x0.192") at 32" o.c.
3" x 0.131" nail at 24" o.c.
3" 14 gage staple at 24" o.c.
28. Roof rafter to 2-by ridge beam
2 - 20d common (4"x0.192")
3 - 3"x0.131" nails
3- 3" 14 gage staples
3- 16d common (32" x 0.162")
29. Joist to band joist 4- 3" x 0.131" nails
4- 3" 14 qaae staples
LOCATIO�J
face nail
face nail
toenail
face nail
face nail
face na�!
face nail
face nail at top nd
bottom staggere
on opposite side
face nail at ends
and at �ach splic
at each bering
face nail 1
toenail
face nail
face nail at top and
bottom staggered
on opposite sides
face nail at ends
and at each splice
face nail
- SIDING PER PLAN
- R-TECH 1" INSUL*�*
- 7/16" SHEATHING
- 2x6 AT 24" O.C.
- R-21 INSULATION
- 1 /2" GWB
ROOF SHEATHING &
TRUSS PER PLAN
STRAP AT EACH END
PER PLAN
0
�'
SUB-GRADE Pf
GEO-TECH REPORT
y
*** Notes :
Provide Vapor Barrier TYVEK
if R-TECH is not used
MANUFACTURER GIRDER ROOF TRI,
MIN. (2) 2x6 AT BOTTOM CHORD
RIM JOIST w/�"� BOLT
AT 16" w/WA�HERS
SECTION C
SCALE 3/4"=1'-0"
FLOOR JOIST PER PLAN
R-30 AT
UNHEATED AREA
BEAM PER PLAN
4X4 POST W/SIMPSON
POST AC P `.
PBS
CONTINUE FOOTING PER PLAN
11A AT 12"
�NT
SECTION �
SCALE 3/4"=1'-0"
�4 AT 12"
(2)�4 CONT
.<,,,, ................
0
SUB-GRADE PER �� � � 6 �
GEO-TECH REPORT
SECTION
��
--� SCALE 3/4"=1'-0"
FLOOR JOIST PER
PLAN
�OP PLATE
�
2x6 STUDS � 16"Q
W/R-21
3/4" PLYWD. T&L
BLOCKING AT 48"
2x6 STUDS @ 1�6"9.G.-
W/R-21
3/4" PLYWD. T&G
BLOCKWG AT 48"
FLR. JST �
PER PLAN
2- #4
CONT.
J
�
� a
� � 10 MIL
z VAPOR-
� BARRIER
#4 HORIZ. AT 12" O.C. �`�!�����
Q /����\
#4 VERT. AT 18" O.C. -#4CONT �
�d � � FIN. GRADE
. '� �. �: �\�i\��\i
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