HomeMy WebLinkAboutPermit D16-0193 - NAIR RESIDENCE - REPLACE SIDINGNAIR RESIDENCE
13634 51 ST AVE S
���PIRED Ol/31/1 �
D16-0193
� � City of Tukwila �
:��,
• Department of Community Dev�lapment
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
''' Phone:206-431-3670
inspection Request Line: 206-438-9350 �
Web site: http://www.TukwilaWA.�av
Parcel No: 0003000019
Address: 13634 51ST AVE S
Project Name: NAIR RESIDENCE
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
DEVELOPMENT PERMIT
NAIR GOVINDAN & SARA S
13634 51ST AVE S, TUKWILA, WA,
98168 `
NAIDA KHAN
9808 31 AVE SE , EVERETT, WA, 98208
HOME DEPOT AT-HOM.E SRVCS, THE
2690 CUMBERLAND PKWY, SUITE 300 ,
ATLANTA, GA, 30339
Permit Number: D16-0193
Issue Date: 7/27/2016
Permit Expires On: 1/23/2017
Phone: (360) 945-2787
Phone:(770)779-1300
License No: HOMED**972RQ Expiration Date: 2/3/2017
Lender: •
Name: SARAS NAIR .
Address: 13634 51 AVE S, TUKWILA, WA, 98168
DESCRIPTION OF WORK: ,
REMOVE AND REPLACE 25 SQUARES OF VINYL SIDINGAND 208 SQ FT OF PLYWOOD
Project Valuation: $24,875.00 Fees Collected: $991.02
Type of Fire Protection: Sprinklers: NO
Fire Alarm: NO '
Type of Construction: VB Occupancy per IaC: R-3
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted b;y the City of Tukwila:
International Building Code Edition:
International Residential Code Edition
International Mechanical Code Edition
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
Channelization/Striping:
2015 National Electrical Code:
2015 VVA Cities Electrical Code:
2015 WAC 296-466:
2Q15 WA State Energy Code:
2015
2014
2014
2014
2015
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 Signature: Date: l`'� l`� �
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 regu{ating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature: Date: �2�'���a
Print Nam . S W IM� 1
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 PERMITCONDITIONS***
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: Remove all demolition rubbie 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.
6: All construction noise to be in compliance wiih 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.
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall nof`be construed to be a permit for, or an
approvai 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 euilding Official from requiring the correction of errors irl
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0601 WALL INSULATION
0413 WALLSHEATHING/SHEAR
v11LA k,
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C�TY OF TUKW�. _
Community Development DepaMmei:t
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http �//www. Tiikwi la W A. ga V
S1TE LOCATION
Building Per�No. � � (p— � (r� i
Project No.
Date .Application Accepted: ��" � S — �, !v
Date Applicarion Expires: �,� �� � —� �
(For offce use onlv)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through tbe mail or by fax.
**Please Print**
King Co Assessor's Tax No.: 0003000019
Site Address: 13634 51 st Ave S Suite Number: Floor:
Tenant Name• Saras Nalr New Tenant: ❑.....Yes ❑..No
PROPERTY OWNER
Name: '
Address: 13634 S l st Ave S
City: State: Zip:
CONTACT PERSON — person receiving all project
communication
Name: Northwest Permit Inc.
Address: 9808 31 st St SE
City: Everett State: WA Zip: 98208
Phone: (360) 945-2787 Fax: �ggg� 400-0383
Ema�l: naida@nwpermit.com
GENERAL CONTRACTOR INFORMATION
Company Name: The Home Depot At Home Services
Address: 3600 Lind Ave SW #150
City: Renton State: WA Z'p' 98057
Phone: �g00) 381-5699 Fax:
Contr Reg No.: HOMED**972RQ Exp Date: 02/03/2017
Tukwila Business License No.:
H:\Applicatiom\Funm-Applicatiunti On Lirre�201 I Applicationti\Permit Applicatiun Revised - 8-9-I Ldocx
Revucd: Augwt 2011
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ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
LENDER/BOND 1SSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Sarc� a c-
Address: + � �� qv�
City:,�, , State: �p Z�p9g�68
1vkw,\a
Page 1 of 4
BUILDING PERMIT INFORMATIO, � 06-431-3670
.
Valuation of Project (contractor's bid price): $ 24�g�5 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Remove and Replacing 25 squares of vinyl siding and 208 square feet of plywood.
Will there be new rack storage? ❑.....Yes 0.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to Type of Type of
Existing Construction per Occupancy per
Existin Interior Remodel Structure New IBC IBC
ls' F7oor
2 Floor
3 F1oor
Floors thn�
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached CarpoR
Covered Deck
Uncovered Deck
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 of 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
Will there be a change in use?
Standard:
❑....... Yes ❑....... No
Compact: Handicap:
If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑.......Sprinklers ❑.......AutomaticFireAlarm �.......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 8-1/2" x ll " paper includzng 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:�ApplicaiionsU'orms-Applications On Linc\201 I ApplicalionsU'crmit Application Rcvised - 8-9-1 l.docx
Rcviscd: August 201 I Page 2 of 4
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PUBLIC WORKS PERMIT INFOR �TION - 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 ❑ .. Highline
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila ❑ ... Valley View ❑ .. Renton
❑ ...Sewer Use Certificate ❑...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Sentic Svstem•
❑ 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 Annlication (mark boxes which analy):
❑...Civil Plans (Maximum Paper Size — 22" x 34")
❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Prouosed Activities (mark boxes that analv):
❑...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours
❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potential Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑...Total Cut cubic yards ❑.. Work in Flood Zone
❑...Total Fill cubic yards ❑.. Storm Drainage
❑...Sanitary Side Sewer ❑.. Abandon Septic Tank ❑.. Grease Interceptor
❑...Cap or Remove Utilities ❑.. Curb Cut ❑.. Channelization
❑...Frontage Improvements ❑.. Pavement Cut ❑.. Trench Excavation
❑...Traffic Control ❑.. L.00ped Fire Line ❑.. Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water "
❑ ...Permanent Water Meter Size... " WO #
❑ ...Temporary Water Meter Size .. " WO #
❑...Water Only Meter Size............ " WO # ❑...Deduct Water Meter Size
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthlv Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billin�:
Name:
Day Telephone:
City
Day Telephone:
State Zip
Address:
, Ciry State Zip
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Reviscd: August 201 I
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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 Buitding 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 ] 05.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATTON AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
OR AUTHORIZED AGENT:
�. ._
Date: �/tS/1!o
Print 1Vame:��v.�S'�'�w��'Y���'in Day Telephone: (�C.o� 9`1 S- 2.'�i3}
Mailing Address: qH�a 31=r tA�VE SE Ev�.Pe'1't VI�1� 4g��
City State Zip
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Reviscd: August 201 I Page 4 of 4
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Date Paid: Wednesday, July 27, 2016
Paid By: NORTHWEST PERMIT INC
Pay Method: CHECK 10332
Printed: Wednesday, July 27, 2016 3:23 PM 1 of 1
>�,:���srs�e:ns
Date Paid: Friday, July 15, 2016
Paid By: NORTHWEST PERMIT INC
Pay Method: CHECK 3260
Printed: Friday, July 15, 2016 10:40 AM 1 of 1 _r�o� ,,;� .�� sYsreMs
INSPECTION RECORD �
Retain a copy with permit ��� �����
INSPECTION N0. PERMIT N0.
CITY OF TUKWtLA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Gorrections required prior to approval.
COMMENTS:
� 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 j�Q �� ��-
INSPECTION N0. PERMIT N0.
C{TY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
Inspector: Date: �
� REINSPECTIDN FEE REt1UIRED. Prior to next inspectfon, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection.
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PC�I�TFC�LIC� � THINK OUT5IDE�
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Vinyl siding.
B. Vinyl soffits.
C. Vinyl trim and accessories.
1.2 RELATED SECTIONS
�r, � �� ����.,�
� [`�=�•` �
A. Section 06100 - Rough Carpentry: Framing and sheathing.
B. Section 07260 - Vapor Retarders.
C. Section 07900 - Joint Sealers.
1.3 REFERENCES
REVIEWED FOR
CODE COf�PLIANCE
APPROVED►
JUL 2 � 2016
�I�i O��l.1�CWl{�i
BUILDING DlVlSff)N
A. ASTM D 256 - Test Method for Determining the Pendulum Impact Resistance of
Notched Specimens of Plastics.
B. ASTM D 635 - Test Method for Rate of Burning and/or Extent and Time of Burning
of Self-Supported Plastics in a Horizontal Position.
C. ASTM D 638 - Test Method for Tensile Properties of Plastics.
D. ASTM D 648 - Test Method for Deflection Temperature of Plastics Under Flexural
Load.
E
F,
G
H
I.
J.
K
ASTM D 696 - Test Method for Coefficient of Linear Expansion of Plastics.
ASTM D 1929 - Test Method for Ignition Properties of Plastics.
ASTM D 2843 - Test Method for Densiry of Smoke from the Burning or
Decomposition of Plastics.
ASTM D 3679 - Specification for Rigid Poly Vinyl Chloride (PVC) Siding.
ASTM D 4226 - Test Methods for Impact Resistance of Rigid Poly Vinyl Chloride
(PVC) Building Products.
ASTM E 84 - Test Method for Surface Burning Characteristics of Building Materials.
ASTM C 272 — Test Method for Water Absorption of Core Materials for Structural
Sandwich Construction.
L. ASTM C 303 — Test Method for Dimensions and Density of Performed Block- Ty$e�C�'��D
Thermal Insulation. tSt
CITY OF 7U�lillLf�
M. ASTM C 578 — Standard Specification for Rigid, Ceflular Polystyrene Thermal
Insulation. �UL 1 �'2��6
� �
1A41 Universal Road, P.O, Box 1038, Colum6us, OH 4321fi ! •.., : �,
BUU.366.8d72
PIERMIY CE�iER
+Ae R(3�`r�%Building Products
MaN<ar�
f� 2Qi3 Rfl}�! Building ProducLs SEd,ng IJesi�ner Shake Saffit Sidtng Accessoties Calumns Shutters Mounts Vents
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
C.
f�7
Selection Samples: For each finish product specified, two complete sets of color
chips representing manufacturer's full range of available colors and patterns.
Verification Samples: For each finish product specified, two samples, minimum size
6 inches (150 mm) square, representing actual product, color, and patterns.
1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Maintain rigorous production quality control standards
to ensure that vinyl siding will perform as expected for its intended use. Products
meet or exceed the requirements of ICC and VSI and listed by ICC International
Code Council and VSI Vinyl Siding Certification Programs.
B. Installer Qualifications: Installer with not less than three years documented
experience with products specified or who has passed the Vinyl Siding Institute's
(VSI) Certified Installer Program.
C. Mock-Up: Provide a mock-up for evaluation of surface installation techniques and
workmanship.
1. Finish areas designated by Architect.
2. Do not proceed with remaining work until workmanship, color, and sheen are
approved by Architect.
3. Reinstall mock-up area as required to produce acceptable work.
D. Regulatory Compliance:
1. 2009 International Building Code (IBC) — ESR-1083
2. 2009 International Residential Code (IRC)
3. BOCA National Building Code/ 1999 (BNBC)
4. 1999 Standard Building Code (SBC)
5. 1997 Uniform Building Code (UBC)
6. HUD — FHA Minimum Property Standards
7. Texas Department of Insurance — EC01
8. State of Florida Approval — FL 2495-R1, FL 13692, FL 14400, FL 14402
1.6 DELIVERY, STORAGE, AND HANDLING
A.
B.
C.
Store products in manufacturer's unopened packaging until ready for installation.
Store vinyl siding, soffits, and accessories in clean, dry area, where temperatures do
not exceed 130 degrees F.
Handle material to prevent damage. Do not allow cartons to crease.
��z:� �`� ,� �"�, • �: ; �
'�� ��� ' " �;.� '"'�:=� ��` �
,.:� .. ` : .»� �«t �_�;�
1.7 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within
limits recommended by manufacturer for optimum results. Do not install products
under environmental conditions outside manufacturer's absolute limits.
1.8 WARRANTY
A. Provide manufacturer's Transferable, Limited Lifetime Warranty.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A
B
C
Acceptable Manufacturer: Exterior Portfolio 1441 Universal Rd. P.O. Box 1058
Columbus, Ohio 43216 Toll Free Tel: 800-366-8472; Tel: 614-443-4841 ; Email:
eppuestions@exteriorportfolio.com; Web: www.exteriorportfolio.com
Substitutions: Not permitted.
Requests for substitutions will be considered in accordance with provisions of
Section 01600.
2.2 MATERIALS
A. Siding and Soffit - General Requirements: Polyvinyl Chloride Characteristics:
Impact Strength
@ 74°F 2.12 ft. Ib./in. of notch (ASTM D 256)
Impact Strength
@ 32°F 1.80 ft. Ib./in. of notch (ASTM D 256)
Tensile Strength 7331 psi (ASTM D 638)
Modulus of Elasticity 403308 psi (ASTM D 638)
Coefficient of Linear Expansion 3.17 x 10-5 in./in •°F (ASTM D 696)
Warp <1/8 in. (ASTM D 3679)
Heat Shrinkage 0.00 (ASTM D 3679)
Surface Distortion No distortion at 120°F (ASTM D 3679)
Fire Resistance Characteristics:
Average Time of Burning <5 sec. (ASTM D 635)
Average Extent of Burning 9.4 mm (ASTM D 635)
Flame Spread 15 (ASTM E 84)
Smoke Density 460 (ASTM E 84)
Ignition Properties Self Ignition did not occur. At 797°F sample began to
smolder and continued until consumed (ASTM D 1929)
Radiant Panel Test Products met the conditions for allowable use as
specified in section 1406 of the International Building
Code. (NFPA 268)
Foam Backed Sidin4:
Polystyrene Density
System R-Value
Water Permeability
Water Absorption for
Expandable Polystyrene
Impact Resistance
1.0 Ib./cu.ft. (ASTM C 303)
Up to 2.5* (ASTM C 1363)
* R-Values vary slightly depending upon profile.
Not less than 5.0 perm/inch maximum (ASTM E 96)
<2.75% by volume (ASTM C 272)
216 in.•Ib. (ASTM D 4226)
2.3 SOLID CORE SIDING
A. CraneBoard 7 Solid CoRe Siding
1. Double 7" profile
2. Panel projection: 1-1/8"
3. Panel length: 12' 3"
4. Panel exposure 14"
5. Finish: True Milled
6. Sound Performance: STC of 16 and an OITC of 12.
7. Smart Track T"' System engineered ridges and tracks in foam for ventilation and
moisture management.
8. interlocking seam system.
9. Double fastening slots for using opptional pneumatic stapler.
10. TXL Lamination Technology.
11. Wind resistance up to 200 mph.
12. Color: As selected by Architect from manufacturers standards
B. CraneBoard 6 Solid CoRe Siding
1. Triple 6" profile
2. Panel projection: 1-1/8"
3. Panel length: 12' 1"
4. Panel exposure 18"
5. Finish: True Milled
6. Sound Performance: STC of 16 and an OITC of 12.
7. Smart Track T"" System engineered ridges and tracks in foam for ventilation and
moisture management.
8. interlocking seam system.
9. TXL Lamination Technology.
10. Wind resistance up to 185 mph.
11. Color: As selected by Architect from manufacturers standards
C. CraneBoard 6- 16' Solid CoRe Siding
1. Triple 6" profile
2. Panel projection: 1-1/8"
3. Panel length: 16' 4"
4. Panel exposure 18"
5. Finish: True Milled
6. Sound Performance: STC of 16 and an OITC of 12.
7. interlocking seam system.
8. TXL Lamination Technology.
9. Wind resistance up to 185 mph.
10. Color: As selected by Architect from manufacturers standards
D. CraneBoard Board and Batten Solid CoRe Siding
1. Double 10" profile
2. Panel projection: 1-1/8"
3. Panellength: 10'
4. Panel exposure 19'/z"
5. Finish: True Milled
6. Sound Performance: STC of 16 and an OITC of 12.
7. Double thickness nailing hem.
8. TXL Lamination Technology.
9. Wind resistance up to 150 mph.
10. Color: As selected by Architect from manufacturers standards
E. Oracle Dutchlap Solid CoRe Siding
1. Quad 4 Y2" profile
2. Panel projection: 1-1/8"
3. Panel length: 12' 1"
4. Panel exposure 18"
5. Finish: True Milled
6. Sound performance: STC of 16 and an OITC of 12.
7. Smart Track T"" System engineered ridges and tracks in foam �or ventilation and
moisture management.
8. interlocking seam system.
9. TXL Lamination Technology.
10. Wind resistance up to 180 mph.
11. Color: As selected by Architect from manufacturers standards
F. Oracle Clapboard Solid CoRe Siding
1. Quad 4" profile
2. Panel projection: 1-1 /8"
3. Panel length: 12' 6"
4. Panel exposure 16"
5. Finish: True Milled
6. Sound Performance: STC of 16 and an OITC of 12.
7. interlocking seam system.
8. TXL Lamination Technology.
9. Wind resistance up to 180 mph.
10. Color: As selected by Architect from manufacturers standards
2.4 VINYL SIDING
A. Premium Pointe 360 - D4" - Clapboard
1. Double 4" profile
2. Panel Projection: 3/a"
3. Panel Length: 12' 6"
4. Panel exposure: 8"
5. Finish: True Milled
6. Nominal thickness: .046"
7. .092" full rollover Hurricrane nailing hem
8.Hurricrane locking system
9. Color: As selected by Architect from manufacturers standards
B. Premium Pointe 360 - D4" Clapboard - 16'
1. Double 4" profile
2. Panel Projection: 3/a"
3. Panel Length: 16' 8"
4. Panel exposure: 8"
5. Finish: True Milled
6. Nominal thickness: .046"
7. .092" full rollover Hurricrane nailing hem
8. Hurricrane locking system
9. Color: As selected by Architect from manufacturers standards
C. Premium Pointe 360 - D4.5" Dutchlap
1. Double 4 �h" profile
2. Panel projection: 3/a"
3. Panel length: 12' 1"
4. Panel exposure: 9"
5. Finish: True Milled
6. Nominal thickness: .046"
7. .092" full rollover Hurricrane nailing hem
8. Hurricrane locking system
9. Color: As selected by Architect from manufacturers standards
D. Premium Pointe 360 - D4.5" Dutchlap - 16'
1. Double 4'/2" profile
2. Panel projection: 3/d'
3. Panel length: 16' 6""
4. Panel exposure: 9"
5. Finish: True Milled
6. Nominal thickness: .046"
7. .092" full rollover Hurricrane nailing hem
8. Hurricrane locking system
9. Color: As selected by Architect from manufacturers standards
E. Market Square - D4" - Clapboard
1. Double 4" profile
2. Panel projection: 5/8"
3. Panel length: 12' 6"
4. Panel exposure: 8"
5. Finish: Cedar Grain
6. Nominal thickness: .044"
7. WindBreaker rolled-over nailing hem
8. Integra locking system
9. Color: As selected by Architect from manufacturers standards
Market Square - D4.5" - Dutchlap
1. Double 4'/2" profile
2. Panel projection: 5/8"
3. Panel length: 12' 1"
4. Panel exposure: 9"
5. Finish: Cedar Grain
6. Nominal thickness: .044"
7. WindBreaker rolled-over nailing hem
8. Integra locking system
9. Color: As selected by Architect from manufacturers standards
G. Market Square - D5" - Clapboard
1. Double 5" profile
2. Panel projection: 5/8"
3. Panellength:l2'
4. Panel exposure: 10"
5. Finish: Cedar Grain
6. Nominal thickness: .044"
7. WindBreaker rolled-over nailing hem
8. Integra locking system
9. Color: As selected by Architect from manufacturers standards
H. Carolina Sands - 6'h" Beaded
1. Single 6'/z" profile
2. Panel projection: 5/8"
3. Panel length: 12' 4"
4. Panel exposure: 6'h"
5. Finish: Soft brushed
6. WindBracer nailing hem
7. Nominal thickness: .044"
8. Color: As selected by Architect from manufacturers standards
Parkview - D4" Clapboard
1. Double 4" profile
2. Panel projection: �/z"
3. Panel length: 12' 6"
4. Panel exposure: 8"
5. Finish: Low Luster Cedargrain
6. Nominal thickness: .042"
7. Color: As selected by Architect from manufacturers standards
J. Parkview - D4" Dutchiap
1. Double 4" profile
2. Panel projection: 'h"
3. Panel length: 12' 6"
4. Panel exposure: 8"
5. Finish: Low Luster Cedargrain
6. Nominal thickness: .042"
7. Color: As selected by Architect from manufacturers standards
K. Parkview - D5" Clapboard
1. Double 5" profile
2. Panel projection: �h"
3. Panellength:l2'
4. Panei exposure: 10"
5. Finish: Low Luster Cedargrain
6. Nominal thickness: .042"
7. Color: As selected by Architect from manufacturers standards
Parkview - D5" Dutchlap
1. Double 5" profile
2. Panel projection: �h"
3. Panellength:l2'
4. Panel exposure: 10"
5. Finish: Low Luster Cedargrain
6. Nominal thickness: .042"
7. Color: As selected by Architect from manufacturers standards
M. American Dream Edge D4" Clapboard
1. Double 4" profile
2. Panel projection: 'h"
3. Panel length: 12' 6"
4. Panel exposure: 8"
5. Finish: True-grain
6. Nominal thickness: .040"
7. WindBracer nailing hem
8. SlipStop locking system
9. Color: As selected by Architect from manufacturers standards
N. American Dream Edge D4" Dutchlap
1. Double 4" profile
2. Panel projection: �/z"
3. Panel length: 12' 6"
4. Panel exposure: 8"
5. Finish: True-grain
6. Nominal thickness: .040"
7. WindBracer nailing hem
8. SlipStop locking system
9. Color: As selected by Architect from manufacturers standards
O. American Dream Edge D5" Dutchlap
1. Double 5" profile
2. Panel projection: �h"
3. Panellength:l2"'
4. Panel exposure: 10"
5. Finish: True-grain
6. Nominal thickness: .040"
7. WindBracer nailing hem
8. SlipStop locking system
9. Color: As selected by Architect from manufacturers standards
2.5 SOFFIT
A. Premium Pointe Triple 3 1/3" Solid
1. Non- vented design
2. Triple 3 1/3" profile
3. Panel width: 10"
4. Panellength:l2'
5. Finish: Brushed
6. Nominal thickness: .044"
7. Color: As selected by Architect from manufacturers standards
B. Premium Pointe Triple 3 1/3" Concealed Vent
1. Concealed Vent design
2. Triple 3 1/3" profile
3. Panel width: 10"
4. Panellength:l2'
5. Finish: Brushed
6. Nominal thickness: .044"
7. Ventilation: 10 square inches per linear foot
8. Color: As selected by Architect from manufacturers standards
C. Air Flo Triple 4" Solid
1. Non- vented design
2. Triple 4" profile
3. Panel width: 12"
4. Panellength:l2'
5. Finish: Brushed
6. Nominal thickness: .040"
7. Color: As selected by Architect from manufacturers standards
D. Air Flo Triple 4" Center Vent
1. Center vented punched design
2. Triple 4" profile
3. Panel width: 12"
4. Panellength:l2'
5. Finish: Brushed
6. Nominal thickness: .040"
7. Ventilation: 1.96 square inches per linear foot
8. Color: As selected by Architect from manufacturers standards
E. Air Flo Triple 4" Full Vent
1. Fully-vented punched design
2. Triple 4" profile
3. Panel width: 12"
4. Panellength:l2'
5. Finish: Brushed
6. Nominal thickness: .040"
7. Ventilation: 5.89 square inches per linear foot
8. Color: As selected by Architect from manufacturers standards
F. Double 5" Solid
1. Non- vented design
2. Double 5" profile
3. Panel width: 10"
4. Panellength:l2'
5. Finish: Brushed
6. Nominal thickness: .038"
7. Color: As selected by Architect from manufacturers standards
K
' ` G. Double 5" Vented
1. Fully- vented punched design
2. Double 5" profile
3. Panel width: 10"
4. Panellength:l2'
5. Finish: Brushed
6. Nominal thickness: .038"
7. Ventilation: 4.78 square inches per linear foot
8. Color: As selected by Architect from manufacturers standards
H. 6" Beaded Solid
1. Non- vented design
2. Triple 2" beaded profile
3. Panel width: 6"
4. Panei length: 12' 6"
5. 3/8" profile hieght
6. Finish: Brushed
7. Nominai thickness: .040"
8. Color: As selected by Architect from manufacturers standards
6" Beaded Concealed Vent
1. Concealed- vent punched design
2. Triple 2" beaded profile
3. Panel width: 6"
4. Panel length: 12' 6"
5. Finish: Brushed
6. Nominal thickness: .040"
7. Ventilation: 1.2 square inches per linear foot
8. Color: As selected by Architect from manufacturers standards
2.6 ACCESSORIES
A. Solid CoRe Siding Accessories
1. Corner Post: 3'/a" face width, 10' length, brushed finish, 1 1/8" pocket width.
2. Inside Corner Post: 10' length, brushed finish, 1 1/8" pocket width.
3. J Channel: 12' 6" length, brushed finish, 1" face, 1 1/8" pocket width.
4. Universal J Channel: 12' 6" length, brushed finish, 1" face, 5/8" pocket width.
5. Underlayment Starter Strip: metal, 12' 6" length.
6. Underlayment Starter Strip: Vinyl, 12' 6" length.
7. Finish Board 12' 6" length, brushed finish, 3'/2" width.
8. Batten Mold Trim (for Board and batten or transitions) 12' 6" length, brushed
finish, self flashing.
9. 5'h" Corner Post: 5'/�" face width, 20' length, 1 1/8" pocket width, brushed
finish.
10. 3'h" Window and Door Lineal: 3'h" width, 20' length, 1 1/8" packet width,
brushed finish.
11. Window Sill Lineal: 12' 6" length, 1 1'8" pocket width, brushed finish.
12. Window Crown Molding: 12' 6" length, 1 1/8" pocket width, brushed finish.
13. 5" Window and Door Lineal: 5" width, 20' length, 1 1/8" pocket width, brushed
finish.
14. Architectural 3-peice Outside Corner. 3 Yz" or 5" face width, 20' length, 1 1/8"
pocket width, brushed finish.
15. Flexible J Channel: 12' 6" length 1 1/8" pocket width, 1" face, smooth finish
(white only).
16. Color:
B. Vinyl Siding Accessories � '
1. Corner Post: 3 Ya" face width, 10' length, brushed finish, 3/a" posket width.
2. Inside Corner Post: 10' length brushed finish, 3/a" pocket width.
3. J Channel: 12' 6" length, brushed finish, 5/8" pocket width, 1" face.
4. Finish Trim: 12' 6" length, 3/a" face width, brushed finish.
5. Dual Undersill Trim: 12' 6" length, 1" face, brushed finish.
6. Universal Starter Strip: 12' 6" length, 2�/z" width.
7. Rigid Steel Starter Strip: 10' length, 2'h" width.
8. Flexible J Channel: 12' 6" length, 3/d' pocket width, 1" face, smooth finish (white
only).
9. 3�h" window Lineal: 3�/2" face width, 20' length, 3/a" pocket width, brushed finish.
10. 5" window Lineal: 5" face width, 20' length, 3/a" pocket width. Brushed finish.
11. 5�h" Corner Post: 5'/2" face width, 20' length, 3/a" pocket width, brushed finish.
12. Color: .
C. Soffit Accessories
1. Universal J Channel: 12' 6" length, brushed finish, 1" face, 5/8" pocket width.
2. F Channel: 12' 6" length, 3/a" face, 5/8" pocket width, brushed finish.
3. Batten Mold Trim: 12' 6" length, 7/8" face, 5/8" pocket width, brushed finish.
4. J Channel — 3/8" for Beaded: 12' 6" length, 1 3/8" face, 3/8" pocket width,
brushed finish.
5. Color:
PART 3 EXECUTION
3.1 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. Confirm that all critical dimensions are as specified on the drawings.
C. If substrate preparation is the responsibility of another installer, notify Architect of
unsatisfactory preparation before proceeding.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Repair substrate flaws or defects before applying siding or soffits.
C. Where necessary, fur surfaces to an even plane and free from obstructions before
application.
D. Prepare surfaces using the methods recommended by the manufacturer for
achieving the best result for the substrate under the project conditions.
3.3 INSTALLATION
A. Install siding and soffits in accordance with the latest edition of the manufacturer's
Installation Instructions.
B. Install vinyl siding, soffits, and accessories in accordance with best practice, with all
joint members plumb and true.
C. Securely attach siding using methods and materials recommended by siding/soffit
manufacturer for wind load conditions at project site.
D. Install vinyl siding and accessories with all joint members plumb and true.
3.4 FIELD QUALITY CONTROL
A. After instaliation of siding and soffits, check entire surface for obvious flaws or
defects.
B. Replace and repair any problem areas, paying ciose attention to the substrate for
causes of the problem.
3.5 CLEANING
A. After application of siding and soffits, ciean as necessary to remove all fingerprints
and soiled areas.
B. Upon completion of siding application, clean entire area, removing all scrap,
packaging, and unused materials related to this work.
3.6 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Substantial Completion.
12/1/20]6
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
NAIDA KHAN
9808 31 AVE SE
EVERETT, WA 98208
RE: Permit No. D16-0193
NAIR RESIDENCE
13634 51 AVE S
Dear Pe�mit 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, Internationa] Mechanical Code, Uniform Plumbing Code and/ar 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 ]/31/2017. • ,
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 far permit extension to the Permit Center at least seven(7) days befare it is due to expire.
Address your extension request to the Building Official aad 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 1/31/2017, your permit will become nul] 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,
�l/
ac e le ipley
Permit Technician
File No: D16-0193
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
I
PERM�i C4fl�D COP�f
0
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D 16-0193
PROJECT NAME: NAIR RESIDENCE
SITE ADDRESS: 13634 51 AVE S
X Original Plan Submittal
DATE: 07/15/16
Revision # before .Permit Issued
Response to Correction Letter # Revision # after Pecmit Issued
DEPARTMENTS:
�
J �w� '� �1�� � �I� '�1�°�It� ,�� N/r9- -�-��-��
Building Division Fire Prevention � Planning Division �
J�S N/� � ���'� �
Public Works � Structural ❑ Pennit Coordinator �
PRELIMINARY REVIEW: DaTE: 07/19/16
Not Applicable ❑ Structural Review Rec�uired ❑
(no approval/f•eview required)
REVIEWER'S 1NITIALS:
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: Og�iC)I16
Approved
� Approved with Conditions ❑
Corrections Required ❑
(cor�°ections entered ir� Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Per��:it Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff ]nilials:
12/ I B/2013
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