HomeMy WebLinkAboutPermit D05-395 - WESLEY RESIDENCE - ADDITIONWESLEY RESIDENCE
13044 34 AV S
D05 -395
City O. Tukwila
Departinent of Conin :unity Development
-
10 6300 Southcenter Boulevard, Suite #100
W N X12 Tukwila, Washington 98188
Phone: 206- 431 -3670
1908 Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 7359600710
Address: 13044 34 AV S TUKW
Suite No:
Tenant:
Name: WESLEY RESIDENCE
Address: 13044 34 AV S, TUKWILA WA
Owner:
Permit Number:
Issue Date:
Permit Expires On:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -395
01/20/2006
07/19/2006
Name: WESLEY LORI M
Phone:
Address: 13044 34TH AVE S, SEATTLE WA
Public Works Activities:
Contact Person:
Name: JERRY CHIHARA
Phone: 206 381 -3961
Address: PO BOX 14253, SEATTLE WA
Contractor:
Curb Cut / Access / Sidewalk / CSS:
Name: WERNEX CONSTRUCTION
Phone: 253 859 -7879
Address: 3707 S 282, AUBURN WA
Fire Loop Hydrant:
Contractor License No: WERNEC*055LG
Expiration Date: 06 /12/2007
DESCRIPTION OF WORK:
Flood Control Zone:
CONSTRUCTION OF NEW 1- STORY, 259 SF ADDITION TO EXISTING SFR
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Value of Construction: $25,369.83
Type of Fire Protection: NONE
Type of Construction: V -B
Fees Collected: $825.38
International Building Code Edition: 2003
Occupancy per IBC: 22
Public Works Activities:
Channelization / Striping:
N
Curb Cut / Access / Sidewalk / CSS:
N
Fire Loop Hydrant:
N
Number:
0 Size (Inches): 0
Flood Control Zone:
N
Hauling:
N
Start Time:
End Time:
Land Altering:
N
Volumes:
Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
N
Moving Oversize Load:
N
Start Time:
End Time:
Sanitary Side Sewer:
N
Sewer Main Extension:
N
Private:
Public:
Storm Drainage:
N
Street Use:
N
Profit:
N Non - Profit: N
Water Main Extension:
N
Private:
Public:
Water Meter:
N
doc: 113C-Permit D05 -395 Printed: 01 -20 -2006
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City �
y Tukwila
Department of Commimity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
* *continued on next page **
Steven M. Mullet, Mayor
Steve Lancaster, Director
doc: IBC-Permit D05 -395 Printed: 01 -20 -2006
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City ot`Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tulnvila.wa.us
Permit Number:
Issue Date:
Permit Expires On:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -395
01/20/2006
07/19/2006
Permit Center Authorized Signature: AMAft h Date: (Z24-0(19_
I hereby certify that I have read and mine this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be omplied 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 const ctV or tpe, work._ I am authorized to sign and obtain this development permit.
Signature: \ Date:
Print Name:
1 `�
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
doc: IBC - Permit D05 -395 Printed: 01 -20 -2006
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City of Tulcwila
Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 7359600710 Permit Number D05 -395
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Address: 13044 34 AV S TUKW Status: ISSUED
Suite No: Applied Date: 11/08/2005
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Tenant: WESLEY RESIDENCE Issue Date: 01/20/2006
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1: ** *BUILDING DEPARTMENT CONDITIONS * **
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2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
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3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
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start of any construction. These documents shall be maintained and made available until final inspection approval is
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4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
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5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
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requirements for special inspection.
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6: All wood to remain in placed concrete shall be treated wood.
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7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
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8: 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.
9: 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.
10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
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.
* *continued on next page **
doc: Conditions D05 -395 Printed: 01 -20 -2006
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�Q City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 i (206) 431 -3670
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws
regulating construction or the performance of work.
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Signature: Date: "v
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Print Name:
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doc: Conditions 005 -395 Printed: 01 -20 -2006
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CITY OF TUKWIL.
Community Development Department
o Public Works Department
Permit Center
1905 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Project No.
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' I;OCATION
King Co Assessor's Tax No.: - 7 , S G_9 " 0 le)
Site Address: (� - a `� -fi� • �i �$ ��eSuite Number: ---- Floor:
Tenant Name: New Tenant: ❑ .....Yes El.. No
Property Owners Name:
Mailing Address: I E304 - 24+J l S' p S �F' - (' - f f ° J 8 1.6 $
City State Zip
.CONTACT PERSON
N
Mailing Address: l - v • ' R0
ZF63
Building Permit No.
Mechanical Permit No.
Public Works Permit No.
Day Telephone: (Ze-G) a$1 _ ac w
Q3 M - t't ie V 98 114
IN � / ut
� -� _ I- f City ( ate / 'Li
E -Mail Address: vl�f� 4 Ay C-OM Fax Number: 8 �
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name: VV r At- -A p1cS"�Y`1) <=rhi C)
Mailing Address: \R_70_7 Sb . 2g 2- flC� -St_ AW 1 0W -- 1 W 21 98 D 1
City State Zip
Contact Person: T ,f Day Telephone:
E -Mail Address: Fax Number: 78 j
Contractor Registration Number: WC OS Lam' Expiration Date 2-
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance"
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company N
G� ha►--r;
Mailing Address:
use
Contact Person: Qn Chi h l ;71�
E -Mail Address: Lek c)- � her @ �l ol,i 1 •WW1
City State Zip
Day Telephone: (�206) 3$ ( 3 1
Fax Number: (2_ 6) B81 — 39-6 1
:ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
clA\pennits plus \icc ch nges \permit application (7.2004)
Revised: 6.8.05 Pago i
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BUILDING PERMIT INFORMt_ _!ON - 206 - 431 -3670
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Valuation of Project (contractor's bid price): $ Z t COO Existing Building Valuation: $ (9 G, d
Scope of Work (please provide detailed information): t- I — b`('�1-
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Will there be new rack storage? ❑..Yes IK..No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Z Compact: Handicap:
Will there be a change in use? ❑ .... Yes P.. No If "yes ", explain:
FIRE PROTECTION /HA7ARDOIJS MATERIALS:
❑.. Sprinklers ❑..Automatic Fire Alarm None []..Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes �.. No
If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets.
q: \\permits plus\ice changeslpemut application (7.2004)
Revises: 6.8.05 Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structur
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
18 ; Floor
6 6 d I �S
1157 s •T
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2 Floor
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3 Id Floor
Floors thru
Basement
6 T
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Accessory Structure*
Attached Garage
2 -7 3S
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Detached Garage
Attached Carport
2 rs-2�1
7
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Detached Carport
Covered Deck
Uncovered Deck
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PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Z Compact: Handicap:
Will there be a change in use? ❑ .... Yes P.. No If "yes ", explain:
FIRE PROTECTION /HA7ARDOIJS MATERIALS:
❑.. Sprinklers ❑..Automatic Fire Alarm None []..Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes �.. No
If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets.
q: \\permits plus\ice changeslpemut application (7.2004)
Revises: 6.8.05 Page 2
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MECHANICAL PERMIT INFORMATION — 206 - 431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City state Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New .... ❑ Replacement .... ❑
Commercial: New .... ❑ Replacement .... ❑
' Fuel Tyne Electric.....❑ Gas .... ❑ Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Uni Type:
Qty
Unit Type:
Qty
Boiler /Com pressor:
Qt
Furnace <IOOK BTU
Air Handling Unit >10,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
Furnace >100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Therniostat
15 -30 HP /1,000,000 BTU
to Single Duct
Suspended/Wall/Floor
Ventilation System
Wood/Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
Air Handling Unit
Incinerator — Comm/Ind
Other Mechanical
<10,000 CFM
Equipment
;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 Pennit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued witliui 180 days following the date of application shall expire by lunitation.
The Building Official may grant one or more extensions of tune 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 1 APPLY FOR TIIIS PERMIT.
BUILDING O R AUTHORIZED. T.
Signature Date:
Print Name: jz liD C � fi n - Day Telephone: b6/ . - 8 (_3 1 6
Mailing Address U�b X t 4z:�_ �3 pr�l - �• ll
City state zip
Date Application Accepted: � n I v2 �o(� Date Application Expires: Staff Initials:
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qA\pcmrits plus\icc cltanges\Iwnnit application (7 -2004)
6-8- Page 4
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Receipt No.: R06 -00078
Initials: 7EM
User ID: 1165
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Payment Amount: 502.00
Payment Date: 01/20/2006 08:52 AM
Balance: $0.00
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j Payee: LORI M WESLEY
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TRANSACTION LIST:
t. Type Method Description Amount
j Payment Check 6032 502.00
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - RES 000/322.100 497.50
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 502.00
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1435 01/20 9716 TOTAL 502.00
doc: Receipt Printed: 01 -20 -2006
City of Tukwila
6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 i (206) 431 -3670
RECEIPT
Parcel No.:
7359600710 Permit Number: D05 -395
Address:
13044 34 AV S TUKW Status: APPROVED
Suite No:
Applied Date: 11/08/2005
Applicant:
WESLEY RESIDENCE Issue Date:
Receipt No.: R06 -00078
Initials: 7EM
User ID: 1165
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Payment Amount: 502.00
Payment Date: 01/20/2006 08:52 AM
Balance: $0.00
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TRANSACTION LIST:
t. Type Method Description Amount
j Payment Check 6032 502.00
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - RES 000/322.100 497.50
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 502.00
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1435 01/20 9716 TOTAL 502.00
doc: Receipt Printed: 01 -20 -2006
�f t9os Ci of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 7359600710
Address: 13044 34 AV S TUKW
Suite No:
Applicant: WESLEY RESIDENCE
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Receipt No.: R05 -01627
j Initials: 3EM
User ID: 1165
Permit Number D05 -395
Status: PENDING
Applied Date: 11/08/2005
Issue Date:
Payment Amount: 323.38
Payment Date: 11/08/2005 12:16 PM
Balance: $502.00
Payee: LORI M. WESLEY
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 6024 323.38
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
PLAN CHECK - RES 000/345.830 323.38
Total: 323.38
910 - 1 7 11/08 9716' Tffilt_ 323.36
doc: Receipt Printed: 11 -08 -2005
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INSPECTION REC01kIJ
Retain a copy with permit L2
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
Pro ct:
Type of Inspection:
Address:
Date Cal red:
Date Wanted: .-�, a.m.
Requester:
Phone No:
per applicable codes. ri Corrections required prior to approval.
Inspector:
A
[]$58.0"'E
paid at 6300 So
7
Date:
N F-K REE ' QUID. Prior to inspection, fee must be
B lvd., Suite 100. Catl, the schedule reinspection.
I Receipt No.: Da te:
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INSPECTION RECORD
Retain a copy with permit _ 5'
INSPECTION NO. PE T €
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-360 s
Project:
Type of Inspection:: --�
/.i .
Address:
y -�
Date Called:
Special Instructions:
/
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Date Wanted a.m
-- p.m.
Requester:
Phone No:
Receipt No.: Date:
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Approved per applicable codes. Corrections required prior to approval.
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INSPECTION RECORD
2 Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
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6300 Southcenter Blvd., #100, Tukwila, WA 981 6F0
Project Type of Inspect10)1:
Receipt No.: e:
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" paid at 6300 Southcenter Blvd., Suite 100. Call to s'echedule reinspection.
Address:
4 3
Date Called:
Special Instructions:
Date Wanted:
P.M.
Requester:
Phone No:
Receipt No.: e:
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INSPECTION NO. PER I
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INSPECTION NO. PaER60
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367r
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43'1 - 367
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04 -05 -2007
JERRY CHIHARA
PO BOX 14253
SEATTLE WA 98114
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
RE: Permit No. D05 -395
13044 34 AV S TUKW
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 and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 05/19/2007 , your permit will become null and
void and any fitrther work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
J 'fer rshall,
Permit Technician
xc: Permit File No. D05 -395
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665
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FROM : chihara architect
CHTHA,RA,
ARCHITECT
347 Sixth Avenue So., "B"
Seuttic, WA 98104
206.381.3961
I "" FAX NO. : 206- 381 - 3961 -- Dec. 12 2005 04: 24PM P3
Date: 12 December 2005
Project: Wesley House
CITY OF T
To: Tukwila Building Division KWILA
6300 Southcenter Blvd., Suite 100 DEC 12 2005
Tukwila, WA 98188
PERMIT CENT -Efq
Attn: Allen Johannessen, Plans Examiner
RE: Permit No. D05 -395
Letter of Incomplete Application #2
Dear Mr. Johannessen,
My response to your letter, dated 12/8/05, are as follows:
1. Crawl space access shown on Foundation & Floor Framing Plan, Sheet A3 and
on North Elevation, Sheet A4.
2. Per my telephone conversation with Ken Nelson, I understand that the
requirement for footing drains for the approximate 250 s.f addition is not
required. The current homeowner has lived in the home since its purchase in
1982. The existing basement that is lower than the proposed crawl space at the
proposed addition does not have any existing problems with groundwater
accumulation. We do not anticipate any groundwater accumulation problems in
the . new crawl space.
Please call if you have any questions. Thank you.
Jerry Chihara
Chihara Architect INCOMPLETE
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Department of Community Development Steve Lancaster, Director
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Development Permit Application D05 -395
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or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
Sincerely,
J
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t Technician
Enclosures
File: Permit D05 -395
P:Vennifer\Incomplete Letters \D05 -395 Incomplete Ltr #2.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665
Determination of Completeness Memo
Date: December 8, 2005
Project Name: Wesley Residence
Permit #: D05 -395
Plan Review: Allen Johannessen, Plans Examiner
A Building Division has deemed the subject permit application incomplete. To assist the
applicant in expediting the Department plan review process, please forward the following
comments.
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same
size).
(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
1 Show on the plan provisions for crawlspace access.
2 Provide additional plan details to identify a footing drain or a crawl space water discharge system The
discharge system will generally be separate from the roof drain system. The intent is that groundwater
will not accumulate in the crawl space.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
November 10, 2005
Jerry Chihara
PO Box 14253
Seattle, WA 98114
RE: Letter of Incomplete Application # 1
Development Permit Application D05 -395
Wesley Residence — 13044 34 Av S
Dear Mr. Chihara:
This letter is to inform you that your application received at the City of Tukwila Permit Center on November 08,
2005 is determined to be incomplete. Before your application can continue the plan review process the attached
items from the following department(s) need to be addressed: .
Plannine Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the
attached memo.
Please address the above continents in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) complete sets of revised plans, 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. Revisions must be made in Person and will not be accepted through the mail
or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
Si ncerely
*OA
e er arshall
Permit echnician
Enclosures
File: Permit D05 -395
P:Vennifer\Incomplete Letters \D05- 395 1ncomplete Ltr #I -DOC
6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 - 431 -3670 * Fax: 206 - 431 -3665
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PLANNING DIVISION COMMENTS
DATE: November 8, 2005
CONTACT: Jerry Chihara
RE: D05 -395
ADDRESS: 13044 34" Ave South
ZONING: Low Density Residential (LDR)
Planning Division of DCD has reviewed the permit application. The application is deemed incomplete.
The applicant needs to provides the following:
1. The property currently contains two lots. The house has been constructed over the lot line for
lots 18 and 19. The lot coverage that has been provided is for lots between 6,500 and 19,000
square feet. In order to use this lot coverage calculation, you must complete a lot consolidation.
The application has been attached.
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -395 DATE: 12 -12 -05
PROJECT NAME WESLEY RESIDENCE
SITE ADDRESS: 13044 34 AV S
Original Plan Submittal X Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS: s
Bq ng Division Fire Prevention
Public Works ❑ Structural
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❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1
Complete Incomplete ❑ Not Applicable ❑
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Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CO RRECTIONS : DUE DATE: 01-1 0-06
Approved ❑
Notation:
Approved with Conditions
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DATE:
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 - 395
PROJECT NAME WESLEY RESIDENCE
DATE: 12 -06 -05
SITE ADDRESS 130 3 AV S
Original Plan Submittal
X Response to Incomplete Letter # 1
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
An, G � Buil ing wvi ion Fire Prevention ❑� Planning Division d
Public Works d Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 12-08-05
Complete ❑ Incomplete Not Applicable ❑
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INCOMPLETE LETTER MAILED: �ib� 6�� LETTER OF COMPLETENESS MAILED:
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2.28 -02
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -395
PROJECT NAME WESLEY RESIDENCE
SITE ADDRESS: 13 044 34 AV S
DATE: 11 -08 -05
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS
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Permit Coordinator ❑
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DETERMINATION OF COMPLETENESS (Tues., Thurs.)
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DUE DATE: 11 -1 0-05
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Permit Center Use Only
INCOMPLETE LETTER MAILED: W I n(t& LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: AIL*-
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS DUE DATE: 12-08 -05
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documentshouting slip.doc
2.28 -02
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FROM : chihara architect FAX NO. : 206 - 381 -3961 Dec. 12 2005 04:23PM P2
Ci tcy of Tukwila
Steven M,, A(w1let, Mayor
Deparlrrlext of Community Development Sreve Laneosur, Dimror
6300 5uuthceater Boulevard, Suite 4100
Tukwllu, WaahiWca 08188
Phone: 206.431 -3670
Fax: 206.431 -3666
Web sire: S / /,et.tt�kwile.wn.ur
Revision svbmlttals rto uat be submit9d lri persox at the Perault Center. 8evesi0as win not be accepted threuEA
Me !nail, fax, e1G
Date Plan Check/PermitNumber: D05 -395
® Response to Incomplete Letter # ,. 2 RECEIVED
❑ Response to Coneotion Letter # CITY OF TUKA11 A
❑ 3�e�cigion at after Permit ie issued DEC 12 2007
❑ Revision reverted by a City Building Tbapector or Plans Fa=iner
PERMIT CENTER
Pro Name Wesley Residence
Project Address: 13044 34 Av S
Us= P erkin: hib Phone Numbers
Summary of Revision:
Sheet Number(*
01 Clo r or higUgwt all areas of revision inclumUng date of rgvisiox
Reoeived at the City of Tukwila Permit Center by: l
Entered in Permits Plus on 2 \
ppt ic an linewsig 65 501
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REVISION SUBMITTAL
A
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206- 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Steven M. Mullet, Mayor
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: O' 09! Plan ChecWPermit Number: D J
Response to Incomplete Letter #
❑ Response to Correction Letter # RECEIVED
e
Revision # after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Project Name: W
CITY OF TUKWILA
DEC 0 6 700;
PERMIT CENTER
Project Address: 13 7" 1 � � �4��
Contact Person: ' Cf �+'1 c ��,f Phone Number:
Summary of Revision:
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on D
pp icattons orms- applications onl neGevision submittal
Created: 8 -13 -2004
Revised:
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Look Up a Contractor, Electrir�an or Plumber License Detail Pagel of 2
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
License Information
License
WERNEC*055LG
Licensee Name
WERNEX CONSTRUCTION
Licensee Type
CONSTRUCTION CONTRACTOR
U BI
601634480
Ind. Ins. Account Id
#5
Bu siness Type
INDIVIDUAL
Address 1
3707 S 282ND
Address 2
I
City
AUBURN
County
KING
State
WA
Zip
98001
Phone
2538597879
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
6/7/1995
Expiration Date
6/12/2007
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated License
Business Owner Information
Name
Role
I Effective Date
I Expiration Date
WERNEX, THEADORE L
OWNER
01/01/1980
Bond
Amount
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#5
CBIC
SC6973
06/05/2002
Until
Cancelled
I
$12,000.00
04/04/2002
CBIC
SC6973
06/05/2000
06/05/2002
$6,000.00
r #4
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131.36`
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Lot 19
Lot 18
Zoning Code Data
ZONING: Love Density Residential (LDR)
LOTARE4: 12,900 s.f.
LOT COVERAGE: Allowable (for lots greater than 6,500 s.f and less than 19,000 s.f.):
(12,900 s.f_ x 35 %) - (64 s.f. x. 125) = 4,507 s.f. max.
Actual:
Existing house area = 1,032 s.f.
Existing garage/
carport area = 525 s.f.
Existing deck area = 175 s.f.
New addition = 259 s.f.
Total area = 1.991 s.f.
SETBACK
REQUIREMENTS: Front Yard:
No change proposed
Side Yard:
No change proposed
Rear Yard:
Required =10 feet
Proposed = 51 feet
y
Buildin g Code Data
CODE: International Residential Code, 2003 Edition
Energy - Code Data
CODE: 'Washington State
GLAZING RATIO: Gross conditioned
addition floor area
Glazingarea
Glamingratio
Energy Cody;, 2004 edition
= 259 s.f.
= 84 s. f.
= 84 s.f. / 259 s.f.
= 32%
0
0
0
0
r
ja i- o i l
SEPARA7 PERIr U
REQUIRED FOR:
C3 Mechanical
Elul
le Plumbing
13 Cas Piping
Caul Of Tukw','Q
BUILDING DIVISION
Ventilation /A
CODE:
SOURCE SPECIFIC
EXHAUST:
WHOLE HOUSE
VENTILATION:
BUILDING ENVELOPE
COMPLIANCE PATH: Prescriptive Path, Option IV
HVAC EQUIPMENT: Extend ductwork from existing gas, forced air frm uce
GLAZING U- FACTOR: Vertical glazing U = 0.40
Overliead glazing U = 0.58
INSULATION VALUES: Va dwdceft: R -30
Exteriorw - Als: R -21
Floor above unheated space: R -30
f
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�
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ca0sar oar
'Descrip of Work
Construct new I -story addition to existing
single iamily residence.
ir Quality Code Data `
Sheet Index
Number Description
A]
Project Data
A2
Demolition & Floor Plan
Dube,
OWNER:
A4
Lori Wesley
A5
1 3044 - 34th Avenue So.
Seattle, A/A 98168
206 242
-6263
ARCHITECT:
Chihara Architect
PO Box 14253
Seattle, VI/A 98114
- - - �
Phone: (206) 381 -39h 1
�SI�S .
F ax: (206) 381 -3961
Ka ch a nW sW I bo mnel e to `% _' in i
Contact: Jerry Chihara
of `1. St "d t rs a a DII
PROJECT ADDRESS:
��::! rc; :_ ;- �:. :.. _ .4
13044 34th avenue So.
apt-%! .: :.:.:.:�' _:::
--------- .--- r__� - -�- --- - -,:
Seattle, WA 98168
—
LEGAL, DESCRIPTION:
REVIEWED FOR
Lots 18 & 19, Block 7, Robbins Spring
CODE COMPLIANCE
Br ook to Riverton
TAX ACCOUNT NO.: 735960-0710
DEC 15 2005
ir Quality Code Data `
Sheet Index
Number Description
A]
Site Plan & Project Data
A2
Demolition & Floor Plan
A3
Foundation & Fuming Plan
A4
Elevations & Wall Section
A5
St ru c tur al Notes
North
Washington State Ventilation and Indoor Air
Quality Code, 2003 Edition
Prescriptive requirements per Section 303.3;
Kitchen fan =100 cfm minimum
All exhaust ducts to terminate outside the building, equipped
with back -draft damper, and in unconditioned spaces insulated
to a minimum of R-4
Exempt from requirements; addition less than
500 s.f. of conditioned floor area
RECEIVED
CIW OF TUKC1N to
NOV 08 2005
PERMff CENTER
Wesley House
Chihara Architect
"307 6th Avenue South, Suite B
Seattle. Washineton 98104
11 063 396
Sh_et Title:
Site Plan &
Project Data
tcdic. ' 16' . F-0
-
Date. , ? tk:cil��•t 'elJ
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Leg end
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to be removed
to be renlo - ed
II �
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0
Main Floor Plan
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Leg end
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I xistino wall
to be removed
to be renlo - ed
II �
1:xisti v dt
l v
t o ��e reT:c(?v
0
Main Floor Plan
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I
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A000nuan
DEC 15 2005
� uT kwila
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CITY OF TUMMIA
NOV 08 2005
PERMIT CENTER
1
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0 bth v --nue South. Suite B
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NOV 08 2005
PERMIT CENTER
1
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DEC 15 2005
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'06.181.
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Foundation &
CITY OF TUK1MtA
NOV 08 2065
Framing Plan
PERMIT CENTER
Detai
wa REGISTERED
RQIVECT
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GENERAL RESIDENTIAL STRUCTURAL NOTES
(The following apply unless shown otherwise on the plans)
12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S 11, GRADE 60, f = 60,000 PSI.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185.
13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315~80 AND 318-89. LAP ALL
CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING
INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2 MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A
MINIMUM OF W AT SIDES AND ENDS. .
14. CONCRETE PROTECTION (.COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE ............................................................................................................... ............................... 3'
ALLOTHER SURFACES .....................................................................................................................................................................•__--_•---•----------- •- ......••- •- ............1 -1/2"
15. EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SET-22 EPDXY BY SIMPSON STRONG -TIE CO., INC.,
INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. ER-S279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
WOOD
16. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD
GRADING PULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS AND BEAMS:
(2X, 3X AND 4X MEMBERS)
STUDS, PLATES & MISCELLANEOUS LIGHT FRAMING
HEM -FIR NO.2
MINIMUM BASE VALUE, Fp = 854 PSI
DOUGLAS FIR OR HEM -FIR NO 2
Wesley House
Chihara architect
307 6th Avenue South_ Suite B
Seattle. Washington 98104
206.3813961
Sheet Title:
Structural Notes
i le:
Date: - s 0% gi ber 2005
Qa:%:sic-
Sheet No. A5
17. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-
• 95 OR PS 2 -92. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU
OF PLYWOOD.
R mmED FOR
CODE COMPK
'SOVA"n c"
DEC 1 5 2005
------ - 4f Tukwila
RECEIVED
CRY OF TUKWILA
NOV 08 2005
PERMIT CENTER
mal REGISTERED
OF CHIHAR
f
i
•
1
I
'A
ROOF SHEATHING SHALL BE 112" (NOM.) WITH PANEL INDEX 32/16.
CRITERIA
FLOOR SHEATHING SHALL BE 3/4' (NOM.) WITH PANEL INDEX 48/24.
1.
ALL MATERIALS. WORKMANSHIP DES1G_ N ANQ CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, AND THE INTERNATIONAL
WALL SHEATHING SHALL BE 112 (NOM.) WITH PANEL INDEX 24/0.
RESIDENTIAL CODE 12003 EDITION).
-
2.
DESIGN LOADING CRITERIA
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING.
ROOF LIVE LOAD SNOW
18. ALL WOOD PJA IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED
...... 25 PSF
FLOORLIVE LOAD (RESIDENTIAL)
PRESERVATIVE.
............................................................................................................................................................. ............................... 40 PSF
WIND........
........
• • •••••••••••-••••••••••••••••••••--••••••••••••••••••••••-•••••••••••••••••••••••••-••••••••••-••••••-•••••••••••-••••••-••••••-••••••••••••••••••••-•• ••.•.•••..• .................... ..85 MPH, EXPOSURE B
EARTHQUAKE
19. TIMBER CONNE(:TQM CALLED OUT BY LETTERS AND NUMBERS SHALL BE - STRONG-TIE - BY SIMPSON COMPANY, AS SPECIFIED IN THEIR
............................................................................................................................................................ ............................... ....................... CATEGORY D2
CATALOG NO. C -2005 EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO
3.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK AND DETERMINE THE LOCATION OF
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY
ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION, AND NOTIFY ARCHITECT OF DISCREPANCIES AND
MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE
CONFLICTS.
CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE?-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD
MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS
4.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE
BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND.
WITH THE PLANS-AND STRUCTURAL COMPONENTS UNTIL ALL FINAL
THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED.
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR
20. WOOD FRAMING NOTES FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
PROCEDURES REQUIRED TO PERFORM THE WORK.
6.
DRAWI INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE
BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.
INTERNATIONAL RESIDENTIAL CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE R602.3(1) O: - THE
INTERNATIONAL RESIDENTIAL CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE
7.
FOUNDATION NOTES: FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE.
AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS
AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE.
BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE.
B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 16' O.C. TWO STUDS MINIMUM SHALL BE
PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL
OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS
BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID - HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT.
- RENOVATION
WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d
8.
DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL
NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d
BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
AT 12' O.C. AND LAP MINIMUM 4!-0 AT JOINTS AND PROVIDE SIX 16d NAILS AT 4' O.C. EACH SIDE OF JOINT.
EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. DEMOLITION DEBRIS SHALL NOT BE
ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12' O.C.
DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF.
STAGGERED OR BOLTED TO CONCRETE WITH 5/8' DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT)0 4' -0 WITH 2
INCH SQUARE BY 3/16 INCH PLATE WASHERS. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE
A. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY
NAILED TO EACH OTHER WITH 16d @ 12' O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED
SAW CUTTING WHEREVER POSSIBLE.
SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL
STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7 O.C. USE 5d COOLER NAILS FOR 112' GWB AND 6d COOLER
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS.
NAILS FOR 5/8' GWB. PROVIDE 112 (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL
PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH NAILS @ 6 O.C. AND TO ALL INTERMEDIATE STUDS
C. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE OR MASONRY, THREADED BARS INTO THREADED
AND BLOCKING WITH NAILS @ 12' O.C. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS.
EXPANSION INSERTS IN THE EXISTING TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS.
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN
9.
CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING
HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID
WATER STAINS, WOOD IN CONTACT WITH EARTH, MASONRY AND CONCRETE AND ALL WOOD MEMBERS IN DAMP BASEMENT AND
BLOCKING AT ALL BEARING POINTS.
CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE
ARCHITECT.
TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL
JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d @ 12' O.C. STAGGERED.
10.
CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL
DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE
UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS
VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCCES TO THE ATTENTION OF THE ARCHITECT.
PERPENDICULAR TO SUPPORTS AND NAILED WITH NAILS @ 6' O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON
PLANS AND @ 12' O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CUPS CENTERED BETWEEN
JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED
CONCRETE
TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8 SPACING AT ALL PANEL EDGES AND
ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12' O.C. UNLESS OTHERWISE NOTED.
11.
CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IRC AND AC1301 -99. CONCRETE
AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL
'
SHALL ATTAIN A -28 -DAY STRENGTH OF fc = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 112 SACKS OF CEMENT PER CUBIC
WITH EDGE NAILING SPECIFIED.
YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS.
12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S 11, GRADE 60, f = 60,000 PSI.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185.
13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315~80 AND 318-89. LAP ALL
CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING
INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2 MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A
MINIMUM OF W AT SIDES AND ENDS. .
14. CONCRETE PROTECTION (.COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE ............................................................................................................... ............................... 3'
ALLOTHER SURFACES .....................................................................................................................................................................•__--_•---•----------- •- ......••- •- ............1 -1/2"
15. EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SET-22 EPDXY BY SIMPSON STRONG -TIE CO., INC.,
INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. ER-S279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
WOOD
16. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD
GRADING PULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS AND BEAMS:
(2X, 3X AND 4X MEMBERS)
STUDS, PLATES & MISCELLANEOUS LIGHT FRAMING
HEM -FIR NO.2
MINIMUM BASE VALUE, Fp = 854 PSI
DOUGLAS FIR OR HEM -FIR NO 2
Wesley House
Chihara architect
307 6th Avenue South_ Suite B
Seattle. Washington 98104
206.3813961
Sheet Title:
Structural Notes
i le:
Date: - s 0% gi ber 2005
Qa:%:sic-
Sheet No. A5
17. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-
• 95 OR PS 2 -92. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU
OF PLYWOOD.
R mmED FOR
CODE COMPK
'SOVA"n c"
DEC 1 5 2005
------ - 4f Tukwila
RECEIVED
CRY OF TUKWILA
NOV 08 2005
PERMIT CENTER
mal REGISTERED
OF CHIHAR
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