HomeMy WebLinkAboutPermit D15-0053 - MAJOR RESIDENCE - ROOF DAMAGE REPAIRMAJOR RESIDENCE
4414SI40 TH ST
EXPIRED 07/20/16
D15-0053
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.eov
DEVELOPMENT PERMIT
Parcel No: 7347600490
Address: 4414 S 140TH ST
Project Name: MAJOR RESIDENCE
Owner:
Name:
CAPELOTO BRUCE
Address:
6910 PEMBERTON PL, BLAINE, WA,
98230
Contact Person:
Name:
JASON MILLER
Address:
PO BOX 731567 , PUYALLUP, WA,
98373
Contractor:
Name:
MILLER CONTRACTING SERVICES
Address:
PO BOX 731567, PUYALLUP, WA,
98373
License No:
MILLECS863JA
Lender:
Name: WESCO INSURANCE COMPANY
Address: 420 MAPLE, YUKON, OK, 73099
DESCRIPTION OF WORK:
Permit Number: D15-0053
Issue Date: 3/26/2015
Permit Expires On: 9/22/2015
Phone: (360) 761-9958
Phone: (360) 761-9958
Expiration Date: 4/1/2016
REPAIR ROOF DAMAGE FROM TREE, REMOVE AND REPLACE SIDING, UPGRADE INSULATION UPGRADE SMOKE
DETECTORS.
Project Valuation: $50,000.00 Fees Collected: $1,675.44
Type of Fire Protection: Sprinklers: NO
Fire Alarm: NO
Type of Construction: VB Occupancy per IBC: R-3
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125
Sewer District: VALLEY VIEW SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signatu
Da
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 rgvlating pnStyuction or the performance of work. I am authorized to sign and obtain this
development fmit a ee t h onditions attached to this permit.
Signature: Date:
Print Na �� C/�n I I( 0�
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: 'BUILDING PERMIT CONDITIONS'
2: 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.
3: 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.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
6: All wood to remain in placed concrete shall be treated wood.
7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
8: 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.
9: 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).
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
11: 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.
12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700
BUILDING FINAL"
0201
FOOTING
0409
FRAMING
0603
ROOF/CEILING INSUL
0601
WALL INSULATION
0413
WALL SHEATHING/SHEAR
CITY OF TUK4.LA
Community Development Department
• ; Public Works Department
• Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hn://www.TukwilaWA.gov
SITE LOCATION
Building Permit No. DL�- ddY3
Project No.
Date Application Accepted:
Date Application Expires: Q ;4,I /S
For office use only)
CONSTRUCTION PERMIT APPLICATION
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"
' 1 cc1I King Co Assessor's Tax No.:
Site Address: Lk{ \A 0 `,T . Suite Number: Floor:
Tenant Name: (�it�Q owe O�Z (r New Tenant: ❑..... Yes IA.. No
PROPERTY OWNER
Name:
Address: \
City: \ W . State: W Zip:
CONTACT PERSON — person receiving all project
communication
Name: Q.�er-
Address:
V U 15 67
City:
l 1 State: \dN Zip: gn-73
_l
Phone:
' I _ — Fax:
Email:
l XVv I/Ir1G'�t e co Ift\
NJ
GENERAL CONTRACTOR INFORMATION
Company Name: ` �c9n !a`i -r1� Su\J us
'
Address: , U. nr
3 ( 67
City: a��`JJ State: w4 Zipl?y73
�
Phone: U "%` 1, ,— Fax:
Contr Reg No.: '5kxp Date: 4 (k4
Tukwila Business License No.: oG,6 V)-7
ARCHITECT OF RECORD
Company Name:tkwik T, � Qr G d
Architect Name:,(,," Q
Address:
l Q
City: State: Zip:g1 (�tl
Phone: -'3'5-3 7704SFax:
Email:
ENGINEER OF RECORD
Company Name: VG�vG` ®�; (0c
Engineer Name:
Address:
City: Tv �c Stater Zip: C(?4
Phone: (OS -3�C( _ (32 Fax: `` VV
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: Ul&SC,p �V�SV f w•c� �f� .
Address:
City: �Q`Q�C►.f� State: Zip:
H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012
Page 1 of 4
BUILDING PERMIT INFORMATI( - 206-431-3670
Valuation of Project (contractor's bid price): Existing Building Valuation:
Describe the scope of work (please provide detailed
d information): ,'(�
1 l I
Will there be new rack storage? ❑ .... Yes ZNo If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1st Floor
. -�1
V
2" Floor
3 nd Floor
Floors thru
Basement
.^�O
V
(Do
V
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
lie
PLANNING DIVISION: ��// �7 }
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)d� J v
*For an Accessory dwelling, provide the following:
Lot Area (sq ft)1 Floor area of principal dwelling: Floor area of accessory dwelling'
*Provide documentation that shows that the principal owner lives in one o the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: d1 Compact: Handicap:
Will there be a change in use? ❑ ....... Yes K ..... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ .......Sprinklers ❑ .......Automatic Fire Alarm X...... None El ... .. Other (specify) .
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes t ❑ ...... No
If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 2 of 4
PUBLIC WORKS PERMIT INFC IATION — 206-433-0179
Scope of Work (please provide detailed information
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila ❑ ... Water District # 125 El ... Highline ❑... Renton
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila ❑...Valley View ❑...Renton El ... Seattle
❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apr
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report El.. Traffic Impact Analysis
❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO)
❑'.. Hold Harmless— (ROW)
Proposed Activities (mark boxes that apglv):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours El ... Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance El ... Right-of-way Use — Potential Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ .. Total Cut cubic yards
❑ .. Total Fill cubic yards
❑ .. Sanitary Side Sewer ❑
❑ .. Cap or Remove Utilities ❑
❑ .. Frontage Improvements ❑
❑ .. Traffic Control ❑
❑ .. Backflow Prevention - Fire Protection
Irrigation "
Domestic Water
... Work Work in Flood Zone
... Storm Storm Drainage
Abandon Septic Tank
Curb Cut
Pavement Cut
Looped Fire Line
❑ .. Permanent Water Meter Size (1)
WO # (2)
❑ .. Temporary Water Meter Size (1)
WO # (2)
❑ .. Water Only Meter Size...........
WO #
❑ .. Sewer Main Extension............ Public ❑
Private ❑
❑ .. Water Main Extension............ Public ❑
Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line
❑ .. Water ❑ .. Sewer
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billine:
Mailing
❑ ... Grease Interceptor
El ... Channelization
❑ ... Trench Excavation
El ... Utility Undergrounding
WO # (3) WO #
WO # (3) WO #
El.. Deduct Water Meter Size "
Number of Public Fire Hydrant(s)
❑ .. Sewage Treatment
Day Telephone:
City
Day Telephone:
State Zip
H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.doex
Revised: February 2012
City
State Zip
Page 3 of 4
PERMIT APPLICATION NOTES —
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.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
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.
BUILDING
AGENT:
Print Name Qn� mdlw
Mailing
Date:
Day Telephone: 32 ?6 I _ 99 57
� �3?
State Zip
H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 4 of 4
104
INSPECTION RECORD —0
Retain a copy with permit I !: ID15
INSPECTION N0, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Proje t:
Type of Inspectio
e
zelz
Address: V th
Date Called:
Special Instructions:
Date Wanted:
a:rn
m.
Requester:
Phone No:
` �-7 It
Approved per applicable codes. orrections required prior to approval.
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspertion.
7
��
INSPECTION RECORD
t Retain a copy with permit 0,53
IN CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspect,iorl.v
Address:
qq j'L
Date Called:
Special Instructions:
Date Wanted: �, a.m.
'7•-ZV--115p.m.
_
Requester:
Phone No:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Q INSPECTION RECORD
Retain a copy with permit
IN ECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project-�
a ®r
Type o Inspection;
Ad r � � � �
Date Called:
Special Instructions.
ORequester:
/�'
Date W�nted:� �' a.m.
— p.m.
Phone No:
Approved per applicable codes. E Corrections required prior to approval.
M
U
Inspector: Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.
INSPECTION RECORD g-
L Retain a copy with permit f
[�5MCTION No. PERMIT NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projtct'.
Type Of in pectioq:
re
Agre'.
Date Called:
Special instructions:
Date War a.m.
p.m.
Requester:
rP one No:
0 Approved per applicable codes.
Corrections required prior to approval.
E] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection,
WA-
im
INSPECTION RECORD
Retain a copy with permit
—
—aIECTION NO. PERMIT NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
PAM
410ir
Type of Inspection:
Ad rqs:
I q 0 rL
1Special
Date Called:
Instructions:
PM
Date anted- a.m.
p.rn,
lReque
er:
PRone No:
tgApproved per applicable codes. 1-1 Corrections required prior to approval,
I Inspector: r--c I Uale: u - --,) -2- — �s- I
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100, Cali to schedule reinspection.
On'
INSPECTION RECORD
Retain a copy with permit
INSION 07-' PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
dd
A of-,�
Da allea--
special Instructions'.
Date )A me a.rn.
i p.m.
ge—quester:
Pgone No:
Ej REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
jw'-A
L
INSPECTION RECORD P15-- 0
Retain a copy with permit
INSPECTION NO. PERMIT NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
ProijejA
"t
Type of I pection,
W', 7?
Address-
Date Called:
Special Instructions:
Date nt a.m.
p.m.
lReque'ster,
L--
P one No:
Inspector: Date:
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 P15--005-3
Ey I I
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDINIG DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project.
,AU
Type of Inspection:
wep�\kl
Adare
4 4 �
Date Called.
Special Instructions'.
kA^
Date Wanted: am.
(5— p.m.
Requester:
Phone No:
... ...... . .
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
a
INSPECTION RECORD
Retain a copy with permit Ipty- -3
INSPECTIOR-0. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pr3ject',
AtCL)IG r-
Type of Inspecvom
- 7-1
Adore
�1 q ro . ( ((
Date Called:
Special Instructions'.
Date Wanted: a.m.
3 -3 1 - (J- p.m.
Requester:
Phon 2-5 No: - 1440"')Lj/ -2
Inspector: Date,
I ry
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
DESCRIPTIONS•
PermitTRAK
QUANTITY
PAID
$1,675.44
D15-0053 Address: 4414 S 140TH ST
Apn: 7347600490
$1,675.44
DEVELOPMENT
$1,626.29
PERMIT FEE
R000.322.100.00.00
0.00
$982.90
PLAN CHECK FEE
R000.345.830.00.00
0.00
$638.89
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$49.15
TECHNOLOGY FEE
TOTAL•
R000.322.900.04.00
0.00
$49.15
i i
Date Paid: Monday, March 02, 2015
Paid By: MILLER CONTRACTING SVCS
Pay Method: CREDIT CARD 004516
Printed: Monday, March 02, 2015 1:45 PM 1 of 1 j
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FILE CCU'
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Miller Contracting Services
Attn: Jason Miller
PO BOX 731567
Puyallup, WA 98373
�.i}Ll
Subject: Site Visit at 4414 148`"
Ave SE, Tuk-,willa, CIA 98168
SDA Project # 7440
JAN o 32016
Dear Jason.
At your request, this office visited the subject site on January 12, 2015, to determine the strLientral integrity of
the subject building resulting from a large portion of a tree hitting the roof at the east end of the building. (see
photo's #1, & 2).
The weather was clear. Refugio Martinez, and Jason Miller accompanied the during my site visit.
The tree broke the girder beans, located between the rear shed roof and the main roof; (see photo 3 & 4). Four
hip rafters on the main house side and the shed roof side of the girder require replacement. All damaged
sheathing must be replaced. Calculations show that a new glu-lain 5 '/2 x 10 1/2 (2444) is required for the girder
beam. A 4x6 DF#2 post is required at each end. A. new 3'-0" x 3'-0'° x 12" thick interior footing. reinforced
with (3) # 4 each way is required. Both the existing main floor beam, and the new, roof girder beans post -,,,rill
rest on this new footing.
The east wall buckled outward approximately 1-inch from the tree impact_ and must be brought back to plumb,
(see photo # 5).
The north wall buckled outward approximately I 'l2-inch, and must be brought back to plumb, (see photo # 6 &
7).
The building walls are sheathed x,dth ship lap, which has a low lateral restraint capacity. The roof is sheathed
with 1 x4 skip sheathing, which has a low lateral restraint capacity. The tree hit the house on and angle, causing
both rotation and buckling of the outside walls. The limited lateral capacity of the building has been
coniprolnised, and may fail during a design lateral event.
The wall sheathing must be removed. Pole shores may be used to re -square; and re -plumb the outside walls.
Replace the ship lap Nvith 15/32-inch APA rated plywood sheathing, nailed with 8d at 6-inches on center; ("
o/c)(panel edge), and 12" o/c (panel field).
It is assumed that the nail bearing strength of the roof sheathing has also been compronused, but could not be
confirmed. Once the walls are back to the square and plumb position, new 15/32-inch APA rated roof sheathing,
with a panel index of 24/0, may be installed directly over the existing skip sheathing and nailed -,with 8d@16" o/c
(panel edge), and 8d 121' o/c (panel field)
This report is based upon a visual inspection only. Hidden defects may exist and be structivally° significant
Please contact this office if you have any- questions concerning this letter, or for any 1iu-ther assistance.
Sincerely. -
1`: b-i s%oo
��
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RECEIVED
CITY OF TUKWILA
MAR 0` 2 2015
NTER
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Sp
i :tle Block Line i Project Title:
You can change this area Engineer:
using the "Settings" menu item Project Descr.
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Wood Beam
Description: girder beam
CODE REFERENCES
Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10
Load Combination Set: IBC2006
Material Properties
L ' '
ProlectID:
NlEd: 5 ,101 ?cis. 9:23AM
ersIChrlslDOCUME-I IENERCA-11744Gm66
INC. 1983-2014.8m1cL6.14.11.18, Ver.6.0.25
Analysis Method: Allowable Stress Design
Fb - Tension
2400 psi
E: Modulus of Elasticity
Load Combination iBC2006
Fb - Compr
1850 psi
Ebend- xx
1800ksi
Fc - Pdl
1650 psi
Eminbend - xx
930 ksi
Wood Species : DF/DF
Fc - Perp
650 psi
Ebend- yy
1600 ksi
Wood Grade : 24F - V4
Fv
265 psi
Eminbend - yy
830 ksi
Ft
1100 psi
Density
32.21 pc,
Beam Bracing : Beam is Fully Braced against lateral -torsion buckling
5.5X10.5
Span = 13.0 It
Applied.Loads Service loads entered. Load Factors will be applied for calculations.
Load for Span Number 1
Uniform Load : D = 0.1720, S = 0.2880 kilt, Extent = 0.0 -->> 8.0 ft, Tributary Width =1.0 ft
Uniform Load : D = 0.2920, S = 0.4880 kilt, Extent = 8.0 —>> 13.0 It, Tributary Width=1.0 ft
Point Load : D = 0.9190, S =1.531 k no. 8.0 ft
3ximum Bending Stress Ratio
Section used for this span
fb : Actual
F8 : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
0.9491
5.5x10.5
2,277.81 psi
= 2,400.00psi
+D+S+H
7.971 It
= Span # 1
Maximum Shear Stress Ratio =
0.502 : 1
Section used for this span
5.5x10.5
fv : Actual =
133.09 psi
Fv : Allowable =
265.00 psi
Load Combination
+D+S+H
Location of maximum on span =
12.146ft
Span # where maximum occurs =
Span # 1
0.357 in Ratio =
437
0.000 in Ratio =
0 <240
0.570 in Ratio =
273
0.000 in Ratio =
0 <180
Overall Maximum Deflections
Load Combination
Span
Max. "--" Deft Location in Span Load Combination Max. "+ Dell Location in Span
D+S
1
0.5704 6.737 0.0000 0.000
Vertical Reactions
Support notation: Far left is #1 Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
4.240
5.790
Overall MINimum
1.587
2.168
D Only
1.587
2.168
S Only
2,653
3.622
D+S
4240
5.790
i
Title Block Line 1 Project Title:
You can change this area Engineer: Project ID:
using the "Settings" menu item Protect Descr:
and then using the "Printing &
Title Block" selection.
Title Block Line 6 Prmt.A 13JUL 2015, 4'20PKA
Wood Beamfile=C:1PROGRA-21ENERCA-1
ENERCALC, INC. 1983-2015; Buik1:6.15.3.9, Ver6.0.25
a.aa: a s o
Description : rafter
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination
Support 1
Support 2
,D+O 70E+H
0.195
0.195
+D+O 75OLr+0.750L+0.450W+H
0 195
0.195
+D+0.750L+0.750S+0.450W+H
0.439
0,439
+D+O 750L+0.750S+0.5250E+H
0.439
0 439
+0 60D+0.60W+0.60H
0.117
0.117
+0.60D,0.70E+0 60H
0117
0.117
D Only
Lr Only
0.195
0195
\,
C� co
S Only
0.325
0 325
WOnly
Only
H Only
v ;;...,
F4- r G 2 4-'�
JAN ® 3 2016
D15 mg,3
{f .melt
Title Block Line 1
Project Title:
You can change this area
Engineer: Project ID:
using the "Settings" menu item
Protect Descr:
and then using the 'Printing &
Title Block" selection.
Title Block Line 6
PriNed 11 Jul. 2015, 4 2.0"t:r
Wood Beam
File =C:1PROGRA—AENERCA-1
ENERCALC, INC. 1983-2015, Build:6.15.3.9, Ver:6.0.25
Description : rafter
CODE REFERENCES
Calculations per
Load Combination Set: ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design
Fb - Tension
1000 psi
E : Modulus of Elasticity
Load Combination ASCE 7-10
Fb - Compr
1000 psi
Ebend- xx 1700 ksi
Fc - Prll
1500 psi
Eminbend - xx 620 ksi
Wood Species : Douglas Fir - Larch
Fc - Perp
625 psi
Wood Grade : No.1
Fv
180 psi
Ft
675 psi
Density 32.21 pcf
Beam Bracing : Beam is Fully Braced against lateral -torsion buckling
Repetitive Member Stress Increase
D 0.03 S 0.05
2x8
Span = 13.0 fi
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Uniform Load: D = 0.030, S = 0.050 , Tributary Width = 1.0 ft
Maximum Bending Stress Ratio =
0.972 1 Maximum Shear Stress Ratio =
0.316 : 1
Section used for this span
2x8
Section used for this span
2x8
fb : Actual =
1,543.31 psi
fv : Actual =
65.44 psi
FB : Allowable =
1,587.00psi
Fv : Allowable =
207.00 psi
Load Combination
+D+S+H
Load Combination
+D+S+H
Location of maximum on span =
6.500ft
Location of maximum on span =
12.431 ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs =
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.399 in Ratio =
390
Max Upward Transient Deflection
0.000 In Ratio =
0 <240
Max Downward Total Deflection
0.639 in Ratio =
244
Max Upward Total Deflection
0.000 in Ratio =
0 <180
Overall Maximum Deflections
Load Combination Span Max " " Dell Location in Span Load Combination Max "+" DO Location in Span
+D+S+H 1 06386 6 547 0 0000 0.000
Vertical Reactions Support notation Far left is #1 KIPS
Load Combination Support 1 Support 2
Overall MINimum
0117
0 117
+D+H
0.195
0195
+D+L+H
0195
0195
+D+Lr+H
0195
0195
+D+S+H
0 520
0.520
+D+O 750Lr+0 750L+H
0 195
0195
+D+O 750L+0 750S+H
0.439
0 439
+D+O 60W+H
0 195
0 195
i
.a•R.s%
JAN - 3 2016
Structural Design Associates
2802 Rockefeller Ave.
Everett, Washington, 98201
Phone: (425) 339-0293
Fax: (425) 252-0916
STRUCTURAL CALCULATION
RAFTERS ONLY
SDA JOB #7440
EXPIRES JAN - 3 2016 1
DETOUR CONSTRUCTION
ATTN. REFUGIO MARTINEZ
4414 148T" AVE SE,
TUKWILLA, WA 98168
July 2, 2015
RECEIVED
CITY OF TUKWILA
JUL 17 2015
PERMIT CENTER
Dtq -CQ53
g
L. - 7 '_(el
. *. A c>
- LcV?
�- (S (`= ec) a�=
�c 6"
��j
6us,;EMWj8A NAILS
C 21 k F-AV
L E 1L H Ic--7-
VS - C- 4 4, ro' 6 '.,?,
2Yc(oDF 7 - a,-2..4-`-191c
2oca- DF—W
Wood Beam File = c:\Users\Chris\DOCUME-1\ENERCA-1\7440.ec6
ENERCALC, INC. 1983-2015, Build:6.15.4.11, Ver.6.0.25
Description: rafter+ceiling joist
CODE REFERENCES
Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design Fb - Tension
900 psi
E : Modulus of Elasticity
Load Combination ASCE 7-10 Fb - Compr
900 psi
Ebend- xx 1600ksi
Fc - Prll
1350 psi
Eminbend - xx 580ksi
Wood Species : Douglas Fir - Larch Fc - Perp
625 psi
Wood Grade : No.2 Fv
180 psi
Ft
575 psi
Density 31.2 pcf
Beam Bracing Beam is Fully Braced against lateral -torsion buckling
Repetitive Member Stress Increase
D(0.03 5(0.05)
2-2x4
Span = 7.50 ft
Applied Loads _ _
Service loads entered. Load Factors will
be applied for calculations
Uniform Load : D = 0.030, S = 0.050, Tributary Width
= 1.0 ft
DESIGN SUMMARY - .........
Maximum Bending Stress Ratio =
0.617 1 Maximum Shear Stress Ratio =
0.192 :1
Section used for this span
2-2x4
Section used for this span
2-2x4
fb : Actual =
1,102.04psi
fv : Actual =
39.73 psi
FB : Allowable
1,785.38psi
Fv : Allowable
207.00 psi
Load Combination
+D+S+H
Load Combination
+D+S+H
Location of maximum on span =
3.750ft
Location of maximum on span =
7.226ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs =
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.209 in Ratio =
431
Max Upward Transient Deflection
0.000 in Ratio =
0 <240
Max Downward Total Deflection
0.334 in Ratio =
269
Max Upward Total Deflection
0.000 in Ratio =
0 <180
Overall Maximum Deflections
Load Combination
Span
Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span -
+D+S+H
1
0.3340 3.777 0,0000 0.000
Vertical Reactions
----------..�-------
Support notation : Far left is #1 Values in KIPS
Load Combination
----------------------
Support 1
Support 2
Overall MAXimum
0.300
0.300
Overall MINimum
0.068
0.068
+D+H
0.113
0.113
+D+L+H
0.113
0.113
+D+Lr+H
0.113
0.113
+D+S+H
0.300
0.300
+D+0.750Lra0.750L+H
0.113
0.113
+D+0.750L+0.750S+H
0.253
0.253
+D+0.60W+H
0.113
0.113
Wood - - File DO"0
ENERCALC, INC. I .. .I a
�._�"LF`. y,��_,' gs�Zr € x x 3 k' y r ; �� . G�@ IS s 3t liC Uix1: a 858dC18��$
5 ��
. ,.,�.. �w- - �, >�. st .. �_ _�, .wa.,. �.�xW .... �..
Description: rafter + ceiling joist
Vertical Reactions
Load Combination Support 1 Support 2
+D+0,750Lr+0.750L+0.450W+H
0.113
0.113
+D+0.750L+0.750S+0.450W+H
0.253
0.253
+D+0.750L+0.750S+0.5250E+H
0.253
0.253
+0.60D+0.60W+0.60H
0.068
0.068
+0.60D+0.70E+0.60H
0.068
0.068
D Only
0.113
0.113
Lr Only
L Only
S Only
0.188
0.188
W Only
E Only
H Only
Support notation : Far left is #1 Values in KIPS
Wood Beam
File=caUserslChdsIDOCUME-11ENERCA-1V440.ec6
ENERCALC, INC. 1963-2015, Build:6.15.4.11, Ver.6.0.25
Description : rafter I ceiling joist
CODE REFERENCES _
Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10
Load Combination Set: ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design
Fb
- Tension
900 psi
E : Modulus of Elasticity
Load Combination ASCE 7-10
Fb -
Compr
900 psi
Ebend- xx 1600 ksi
Fc -
Prll
1350 psi
Eminbend - xx 580 ksi
Wood Species : Douglas Fir - Larch
Fc -
Perp
625 psi
Wood Grade : No.2
Fv
180 psi
Ft
575 psi
Density 31.2 pcf
Beam Bracing Beam is Fully Braced against lateral -torsion buckling
Repetitive Member Stress Increase
D 0 03 S(0.05)
2-2x6
Span = 13,0 ft
Applied toads
Uniform Load : D = 0,030, S = 0.050 , Tributary Width = 1.0 ft
DESIGN SUMMARY ..... ... 1 _ _ ........
Service loads entered. Load Factors will be applied for calculations.
Maximum Bending Stress Ratio =
0.8671 Maximum Shear Stress Ratio
Section used for this span
2-2x6
Section used for this span
fb : Actual =
1,340.83psi
fv : Actual
FB : Allowable =
1,547.33psi
Fv : Allowable
Load Combination
+D+S+H
Load Combination
Location of maximum on span =
6.500ft
Location of maximum on span
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
0.486 in Ratio =
321
Max Upward Transient Deflection
0.000 in Ratio =
0 <240
Max Downward Total Deflection
0,777 in Ratio =
200
Max Upward Total Deflection
0.000 in Ratio =
0 <180
0.213 : 1
2-2x6
44.17 psi
= 207.00 psi
+D+S+H
12.573 ft
Span # 1
Overall Maximum -Deflections
Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span
+D+S+H 1 0.7770 6.547 0.0000 0.000
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
0.520
0.520
Overall MINimum
0.117
0.117
+D+H
0.195
0.195
+D+L+H
0.195
0.195
+D+Lr+H
0.195
0.195
+D+S+H
0.520
0.520
+D+0.750Lr+0.750L+H
0.195
0.195
+D+0.750L+0.750S+H
0,439
0.439
+D+0.60W+H
0.195
0.195
Wood Beam File=c:lUserslChris\DOCUME-flENERCA-1t7440.ec6
ENERCALC, INC.1983-2015, Build:6.15.4.11, Ver:6.0.25
s^ ;s
Description : rafter I ceiling joist
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination
Support 1
Support 2
+D+0.70E+H
0.195
0.195
+D+0.750Lr+0.750L+0.450W+H
0.195
0.195
+D+0.750L+0.750S+0.450W+H
0,439
0.439
+D+0.750L+0.750S+0.5250E+H
0.439
0.439
+0.60D+0.60W+0.60H
0.117
0,117
+0.60D+0.70E+0.60H
0.117
0.117
D Only
0.195
0.195
Lr Only
L Only
S Only
0.325
0.325
W Only
E Only
H Only
City of Tukwila
Allan Ekberg, Mavor
Department of Community Development Jack Pace, Director
6/ 1 /2016
JASON MILLER
PO BOX 731567
PUYALLUP, WA 98373
RE: Permit No. D15-0053
MAJOR RESIDENCE
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 7/20/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/20/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
rt.4,� A�
Rachelle Ripley F
Permit Technician
File No: D15-0053
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 0 Fax 206-431-3665
City of Tukwila Jim Ha;
Department of Community Development Jack Pace, Director
12/1/2015
JASON MILLER
PO BOX 731567
PUYALLUP, WA 98373
RE: Permit No. D15-0053
MAJOR RESIDENCE
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 1/24/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address
your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 1/24/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
MAW)
Rachelle Ripley
Permit Technician
File No: D 15-0053
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 0 Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0053 DATE: 03/02/15
PROJECT NAME: MAJOR RESIDENCE
SITE ADDRESS: 4414 S 140 ST
X Original Plan Submittal
Response to Correction Letter #,
DEPARTMENTS:
Revision # before Permit Issued
Revision # after Permit Issued
AVuU �,-6�-K i%iI qi3-�-K 6pL " 3--3-16
Bu riding Division Fire Prevention Planning Division
DNm tqt-
Public Works Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 03/05/15
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved
1-1
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Structural Review Required ❑
DATE:
DUE DATE: 04/02/15
Approved with Conditions Z
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
MILLER CONTRACTING SERVIOFS - Page 1 of 2
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Washington State Department of
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MILLER CONTRACTING SERVICES
Owner or tradesperson
PO BOX 731567
MILLER, JASON RAY
PUYALLUP, WA98373
360-761-9958
Principals
PIERCE County
MILLER, JASON RAY, MANAGER
Doing business as
MILLER CONTRACTING SERVICES
WA UBI No. Business type
603 371 136 Corporation
Parent company
IDEAL INDUSTRIES INTL INC
License
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.
MILLECS863JA
Effective — expiration
04/01/2014— 04/01/2016
Bond
................
Wesco Insurance Co
$12,000.00
Bond account no.
46WBO47887
Received by L&I
Effective date
05/12/2014
05/09/2014
Expiration date
Until Canceled
Bond history
Insurance
Security National Insurance
$1,000,000.00
Policy no.
NA102393602
Received by L&I
Effective date
05/09/2014
05/09/2014
Expiration date
05/09/2015
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings.
No lawsuits agai11 nst the bond I'llor savings accounts during the previous 6 year period.
L&I Tax debts
... .......................
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603371136&LIC=MILLECS863JA&SAW= 3/26/2015
PLACE I CARBON DETECTOR
PER FLOOR NEAR BEDROOMS,
PER R315
4X6 DF•2—
NEW 3'X3'XI21 DEEP CONC.
FOOTING, SEE DETAIL —
Ex WALL
12'-6"
PLACE SMOKE DETECTORS,
TYP., PER R314 m
X
Z7x5WROOM
Ex BEAM - 4X6 on OR Ea
Ex CLOSET
CONCRETE PROTECTION (COVER) FOR REIf FORCED STEEL SHALL BE AS FOLLOWS:
FOOTINGS - EARTH FACE 3-
FORMED SUSFACES EXPOSED TO EARTH (16 OR LARGER) 2-
" - - - (15 OR SMALLER) I -In,
SLABS AND WALLS (INTERIOR FACE) 3/4-
EXiSITNG RESIDENCE
DAYL IGHT 541,51EMIENT PLAN
SCALE: 114 =I 0
ELECTRICAL 5YM5OL5 LIEGEND
CEILING SMOKE DETECTOR INTERCONNECT SMOKE
DETECTORS, HARD WIRE 4 PROVIDE BATTERY BACKUP
COMBINATION CEILING SMOKE DETECTOR 4 CARBON MONOXIDE ALARM.
H1
INTERCONNECT WITH SMOKE DETECTORS, HARD WIRE UI/ BATTERY BACKUP.
PT 4X6 COLUMN
SOLID BLOCKING TO
GIRDER
LEVEL CONC. TO
MATCH Ex UNFINISHED
SLAB FLOOR
Ex CaNc.
FLOOR
d
a .
s� Q
d G
d
(3) 04 EA. WAY
FtOUND AT i ON DETAIL
SCALE:: 3/4 "m V-0" dwg
PRE-MFGR METAL GUAWMANDRALS
INSTALL PER MFGRS INSTRUCTIONS -
TO CODE.
POST TYP 4 SPACING
MR"
OPENINGS SHALL NOT ALLOW THE
PASSAGE OF A 4" DIA. SPHERE -]/
EXAMPLE GUARDMANNDRIALS DETAIL.
NEW 30 HIGH, DECK
HANDRAILS PER CODE,
R3124 R501
REPL.U'9B WALLS PER
STRUCT. REPORT
I
REPLACE WALL SHEATHING PER STRUCL
12'•6"
EXIST. SL GLASS DOOR
X
E
�
AREA EFFECTED BY
nN
TREE DAMAGE
NEW GLU-LAM 5-IR X 10(24F-V4)
4X6 DF•1
4X6 DF•2
PLACE I CAR" DETECTOR
MR FLOOR NEAR BEDROOMS,
PER R315
PLACE SMOKE DETECTORS,
TYP., PER R314
EXISiM RESIDENCE
MAIN FLOOR FLAN
SCALE: 1/4" 4-0II
q
STRUCTURAL DESIGN ASSOCIATES
i 2210 HEWITT AVE, STE 401, EVERETT, WA W201
P4 425-M-02W FAX: 425-252.MI6
d-IRIS COVMMTOK PE
SDA PROJECT# 1440
RE: SITE VISIT ON 01-12-205 AT:
4414 5.140TH ST, TUKWILA, WA SOTS"
RECOMENDATIONS DATED 4 STAMPED 01-14-2015:
DETERMINATION OF STRUCTNRAL INTEGRITY OD SUBJECT BUILDING RESULTING FROM A LARGE PORTION OF TREE HITTING THE ROOF AT THE EAST
END OF THE BUILDING.
DAMAGE:
• . THE TREE BROKE THE GIRDER BEAM, LOCATED BETWEEN THE REAR SHED ROOF AND MAN ROOF.
•' FOUR HIP RAPIERS ON THE MAIN HOUSE SIDE 4 THE SHED ROOF SIDE OF THE GIRDER REQUIRE REPLACEMENT.
•' ALL DAMAGED SHEATHING MUST BE REPLACED.
CALCULATIONS SHOW THAT A NEW GLU-LAM 5-10" AO In" (24f-v4) iS REQUIRED FOR THE GIRDER BEAM.
A 46 DF•2 POST IS REQUIRED AT THE EACH END OF THE GIRDER
A NEW V-0" X 3'-0- X 12- INTERIOR FOOTING REINiOIRGED W/ (3) THIRPEE 04 RE'BAR
EACH WAY. BOTH THE EXISITNG MAN FLOOR BEAM AND THE NEW ROOF GIRDER N-BEAM POST WILL REST ON THE NEW FOOTING,
THE EAST WALL. 4 NORTH WALL BOTH BUCKLED OUTWARD APPROXNATELY i INCH I"1HE IMPACT OF THE TREE AND MUST BE BROUGHT BACK
INTO PLUMB.
THE EXiSITNG BUILDING WALLS ARE SHEATHED WITH SHIP LAP SIDING, WHICH HAS LOW LATERAL RESTRAINT CAPACITY. THE ROOF IS SHEATHED WITH
ix4 SKIP SHEATHING, WHICH HAS LOW LATERAL RESTRAINT CAPACITY. THE TREE HIT THE HOUSE ON AN ANGLE, CAUSING BOTH ROTATION AND
BUCKLING OF THE OUTSIDE WALLS. THE LIMITED LATERAL CAPACITY OF THE BUILDING HAS BEEN WISED, AND MAY FAIL DURING A DES44
LATERAL EVENT.
THE WALL SHEATHING MUST BE REMOVED. POLE SHORES MAY BE USED TO RE-SQILARE, AND RE -PLUMB THE OUTSIDE WALLS.
REPLACE THE SHiP LAP WITH 5/32-INCH APA RATED PLYWOOD SHEATHING, NAILED WITH Sd AT 6-INCHES ON CENTER ON PANEL. EDGE AND
11-NCHES ON CENTER IN PANEL FIELD.
IT IS ASSUMED THAT THE NAIL BEARING STRENGTH OF THE ROOF S eATHNG HAS BEEN COMPROMISED, BUT COULD NOT BE CONFIRMED. ONCE THE
WALLS ARE BACK TO SQUAFE AND PLUMB POSITION, NEW 5/32-W.44 APA RATED ROOF SHEATHING, WITHA PANEL INDEX OF 24/0. MAY BE INSTALLED
DIRECTLY OVER THE EXISTING SKIP SHEATHING AND NAILED WITH Ed AT 6-INCHES ON CENTER ON PANEL EDGE 4012-INCHES ON CENTER IN
PANEL FIELD.
THE RPORT WAS BASED ON VISUAL. INSPECTION ONLY. HIDDEN DEFECTS MAY EXIST AND BE STRUCTURALLY SIGNFICANT. CONTACT STRUCTURAL
ENGINEER WITH ANY QUESTIONS OR RMHER ASSISTANCE:
SCE EXIST.
TO MATCH
ROOF/FRAMING FLAN.
FILE COPY
Perm it FJO, I `0o�5
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
Of approved Field py c itions is acknowledged:
BY:
�e.), 6 ��—
Clf�y of Tu!aMla
BUILDING DIVISfC11
pLANNI'MIG APPROVED
No changes can be made to these
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Planning Division of DCD
,approved By'
Date: �� "is
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REQJio ED 'FOR:
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Gas Piping
City of Tukwila
E'UlloDHNIG DIVISION
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20 INTERNATIONAL RESIDENTIAL CODE
TH4`S PROsCT 18 GOVERNED BY THE BUILDING CODE OF THE CITY OF Asa AKA THE -BUILDING CODE" (TITLE 5) UU4104 �
ADOPTED THE INTERNATIONAL RESIDENTIAL CODE ADOPTED. THE 2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE, AS
ADOPTED AND AMENDED BY THE STATE BUILDING CODE COUNCIL N C PIER 51_51 WAC, AS PUBLINED BY THE INTERNATIONAL �
CODE COUNCIL, CHAPTER It °ENERGY WIC94CY," AND CHAPTERS 25 THTROUrA 42, 'PI.IMBING AND ELECTRICAL,-18 ADOPTW
WITH TN$ FOLLOM AMILNOM ERA, APPENDIX CHAPTER G, 'SWIMMING POOLS, SPAS AND HOT TUl%,"lu U 0
11600 CED CODER:
• INTERNATIONAL ME04ANiCAL CODE
• INTERNATIONAL FiRE CODE
• INTERNATIONAL. FUEL GAS CODE
• UNIFORM PLUMBING CODE 0 Fz F
• MOST CURRENT WA64MTCN STATE ENEMY 2
• ELECTRICAL. CODE (528) ALL ELECTRICAL WIRING, EQUIPMENT AND APPLIANCES &HALL BE IN CONFORMITY WITH THE
STATUTES OF THE STATE NO ADDITIONAL M MITS OR LICENSES SHALL BE RECJIIIRED OTHER THAN AS FMIR D BY STATE 0 0
LAW. 2
WMIRED INSPECTIONS (Rift) 0
• FOUNDATION
• PLUMOING, MECHANICAL., GAS (AND ELECTRICAL SYSTEMS INSPECTION BY STATE)
• FRAM INSPECTION
j • OTHER INSPECTIONS (F ANY) AS REQUIRED BY BUILDING OFFICIAL..
• FIR: -RESISTANCE -RATED - GYPSUM BOARD INSPECTION
• FINAL. INSPECTION.
i
FW DESIGN CRITERIA
• WOOD PLATFORM LW -FRAME CONSTRUCTION
• SEISMIC TONE: DI
• 00 SPEEDS 110 MPH
• WMW B - &SMAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED
OBSTRUCTIONS HAVING TIE SITE OF SINGLE-FAMILY DWELLINGS OR LAMM
• SOIL BEARING CAPACITY: 2A00 PSI
• FROST LIE DEPTH: 18 INCHES
• GROUND SNOW LOAD: 25 PSF (MIN)
Ira
INCLUDING BUT NOT LIMITED TOt SECTION 6)
FIRE-RESISTANT CONSTRUCTION R302
FIREBLOCKM R302JI
DRAMTOFPIiG p02 O -
LIGHT, VENTILATION AND HEATING R303 w
GLAZING MOO
U M
GARAGES AND CARPORTS R3m9'i
PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY Ran �
PROTECTION AGAINST SUBTERRANEAN TERMM MIS
FOIUNDATIOPS R401
FOUNDATION ANCHORAGE IN SEISMIC DESIGN CATEGORIES C, D-0, 2-14 D-2 R4036J d'
FOOTINGS ON OR ADJACENT TO SF.OFF.B - NA -SLOPE LESS THAN I TO 3(-333%) R40311r9
CONCRETE FLOORS NON GROUND) RIM M 0
WOOD WALL FRAMING PAN
DESIGN 4 CONSTRICTION R6023 QL -1 w
WALL BRACING R602J0 Lu 94=49
WALL. ANCHORAGE PJMJi
ROOF -CEILING CONSTRICTION ROM
ROOF ASSEMBLIES RWO
N
GENERAL NOTE5 +•� �j
�W
L IT 18 THE INTENT OF nlESE CONSTRUCTION DOCUMENTS THAT ALL WOW MALL BE FER'ORMIED IN ACCORDANCE WITH ALL OF U ; o
THE REMINSMERM OF THE WAS14MGTCN STATE AND CITY OF TUK ILA CODES AND AM IMIERM AS WELL AS ALL GOVERNING ¢ 5
FEDERAL AND LOCAL ORDINANCES rOMM W c9 `zp
2. PRIOR TO THE CO ISICE ENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY z ivS Q
DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIO S, � L �
MA►�IFACiiJRER RECOMMENDATIONS, OR CODER, WALATIO S, OR RULES OF JURISDICTIONS HAVING AUT1WJTi . i : p
3. PRIOR TO THE COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL. BECOME FAMILIAR UAT14 THE t�
CONTRACt DOCU E NM, OWNER -PROVIDED IFORMATiON, AND 811E CONDITaa, INCLUDING TAKING, FIELD P'EASIJ TN18 AS
NECESSARY. E4
4. TI-� CONTRACT DOCUMENTS ,ARE COMI't.EhENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BIDING AS F REQUIRED BY PC M
ALL •:••I c�
5. WEII I IVE FEATURES NOT INDICATED IN THE DRrWJBNGS EVERYUIEERE THAT THEY OCCUR SHALL BE PROVIDED AS F DRAIN � Ei
IN ALL..
6. AL.L DIMENSIONS ARE TO THE FACE OF FRAMING OR FACE OF CONCRETE, UNLESS NOW OTHERUUSE CONTACT ARCHITECT FEU
FOR CLARIFICATIONS.
1. WEIR NO CIRaFSTANCES SHALT. THE DRAM BE SCALED. IT MOLL BE THE CONTRACTORS RESPOhSiBILITY To
CONTACT THE ARC14W WITH ANY QUESTIONS REGARDING DMENSIONMG.
8 WHERE A MANUFACTURED PRODUCT OR SYSTEM IS USED IN C 14J UNCTION URT14 THE WORK, THE CONSTRICTION DOCUMENT
IDENTIFICATION OF THAT MANUFACTURED PRODUCT OR SYSTEM SHALL MANDATE THAT THE CONTRACTOR SHALL INSTALL TW
MANFACTiNED PRODUCT OR SYSTEM WITH im COMPLIANCE WITH THE MANFACT ms WRITTEN( ISIRICTIONB AND/OR
RECOIMMEPDATiONS. IN THE EVENT THAT ANY QUESTION REGARDING THE INSTALLATION OF A MANUFACTURED PRODUCT OR
SYSTEM EXISTS, THE CONTRACTOR SHALL REQUSST CLARIFICATION FROM THE ARCHITECT REGARDING TIE INSTALLATION
R ai ®ITS OF THE MANUFACTURED FACTURED PRODUCi OR SYSTEM. IF THE CONTRACTOR PROCEEDS WITH TIE INSTALLATION OF �
ANY MM FACTUR:D PRODUCT OR SYSTEM WITFIOUT ANY PRIOR CLARIFICATION RESTS TO THE ARCHITECT, THE
CONTRACTOR SHALL ASSUME M COMPLIANCE WITH ANY AND ALL REQUIREMENTS AND/OR RECOMMENDATIONS OF
INSTALLATiON OF THE MANFAC111rED PRODUCT OR SYSTEM LU
Mi ALL INSTALLED MOIWICAL AND ELECTRICAL- iEMIFMIE N18HALL OPERATE QUIETLY, SMOOTI-I.Y AND FREE OF VIBRATION. U
USE BEST INDUSTRY STANDARDS FOR ACOUSTICALLY SOUND CONSTRUCTION ME -RODS.
10.1HE CONTRACTOR 18 RESPONSIBLE FOR COORDINATING ALL CiVIL., LANDSCAPE, ARCHITECi11RA., STRUCTURAL, M1ECI MCAL, ck
TELEPHONE, DATA (INTERNET 4 TELEPHIONE), ELCTRICAL, SMOKE AL.AR1, CARBON DETECTORS AND PLUMBIC WOW SO A8 W
TO ENSURE THAT REWIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ALL ECIIPMENT 4 CABINETS, NEW AND O
ExisTINns, ARE PROVIDED. UlFfRE CONRICTS OCCUR VERIFY WITH THE ARCHITECT 4 OWNER 813 m PROCEEDws v
IL ALL MECHAUCAL, PLUMBING 4 PIPING WORK iS TO BE BIDDER M60ED AND SHALL COMPLY V ALL APPLICABLE CODES
INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL RESIDENTIAL CODE AND THE CODES 4 AMENDMENTS OF SNOHIOMISH
"F)IR
COWTY 4 THE STATE OF WASIftTON. CONTRACTOR OR HIS SUBCONTRACTOR SHALL VERIFY REQUIREMENTS, OBTAIN 4 PAY JJX
FOR FER9nT3.
Q. ALL ELECTRICAL WOW IS TO BE BIDDER DESIGNED AND SHALL COMPLY IN ALL APPLICABLE CODES INCLUDING BUT NOT LE
LIMITED TO THE INTERNATIONAL RESIDENTIAL CODE AND THE CODES 4 AMENDMENTS OF SNOHOMISH COUNTY 4 THE STATE OF eg
WASHINGTON. CONTRACTOR OR HIS SLECONIRACTOR SHALL VERIFY REQUiRE'IENTS, OBTAIN 4 PAY FOR PERMITS.
13. THE CONTRACTOR MU NOT PROCEED WITH ANY WORK REQUIRING ADDmONAL. COMPENSATION BEYOND THE CONTRACT U
AMOUNT WITHOUT WRITTEN ALM ORIZATTOK FAILURE TO OBTAIN AUTHORIZATION FROM THE OWNER WILL INVA.DATTE ANY CLAIM a_
- FOR EXTRA COMPENSATION. CID
W, NO WORK DEFECTIVE IN CONSTRICTION OR QUALITY OR DEFICIENT IN ANY REQUFRB`EKTS OF THE CONTRACT DOCUMENTS �
SHALL BE ACCEPTABLE DESPITE THE OWNERS FAILURE TO DISCOVER OR POINT OUT DMCIS OR DEICIENCES DURING THIS n,
CONSTRICTION. DEECTIVE WOW REVEALED UUT14N THE FIRST 12 MONTHS AFTER COMPLETION OF WORK SHALL BE REPLACED
BY WORC COPFOp4M NS; TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL. OR FINAL, SHALL BE CONSTRUED AS LU�
AN ACCEPTA4M OF PMCTIVE WORK OR IMPROPER MATERIALN3 RECEIVED
CITY OF TUKWiLA
MAR 0 2 2015 O
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