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Permit D06-465 - PETCO - Tenant Improvement
PETCO 17200 SOUTHCENTER PY D06 -465 Parcel No.: Address: Suite No: 17200 SOUTHCENTER PT TUEW Tenant: Name: PETCO Address: 17200 SOUTHCENTER PY, TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: LESITYA WIG Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: 425 957 -4774 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: //www.ci.tukwila.wa.us Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 DESCRIPTION OF WORE: TENANT IMPROVEMENT City of Tukwila DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D06 -465 Issue Date: 03/09/2007 Permit Expires On: 09/05/2007 Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director Value of Construction: $450,000.00 Fees Collected: $6,045.12 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0019 doc: IBC -10/06 006 -465 Printed: 03-09 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone. Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N U-c ce /- 0xc Permit Number: D06 -465 Issue Date: 03/09/2007 Permit Expires On: 09/05/2007 Date: 4.3( c1 /cJ 7 Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo ce of work. I am authorized to sign and obtain this development permit. Signature: Date: .3 difc 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 -10/06 D06 -465 Printed: 03-09 -2007 Parcel No.: Address: Suite No: Tenant: 1: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 PETCO 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 17200 SOUTHCENTER PT TUKW PERMIT CONDITIONS Permit Number: D06 -465 Status: ISSUED Applied Date: 12/14/2006 Issue Date: 03/09/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,600 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 4: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 8 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1087 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 5: Fire extinguishers shall not be obstructed or obscured front view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 6: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 7: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 8: ** *MEANS OF EGRESS * ** - IFC Chapter 10 9: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 10: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 11: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 12: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 006 -465 Printed: 03 -09 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us 13: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 14: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 15: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 16: Every exit sign and d exit sign shall have plainly legible letters not less than 6 inches (182 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 min) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.378 inch (9.5 mm). Signs larger than the minimum established in section 1011.8.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.8.1) 17: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 18: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 19: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 28 20: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 21: U.L. central station supervision is required. (City Ordinance #2050) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 23: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 24: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 25: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2080) 28: Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13- 7.6.1.3.2, NFPA 25.5.2.5) doc: Cond -10/06 D06 -465 Printed: 03-09 -2007 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.atukwila.wa.us 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion- resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 29: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.8.8) 30: Escutcheon plates used with a recessed or flush -type sprinkler shall be part of a listed sprinkler assembly. (NFPA 13- 6.2.7.2) 31: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 6.2.8) 32: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 33: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 34: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2081. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 39: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 40: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 41: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 42: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 43: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 44: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) doc: Cond -10/06 DO6.465 Printed: 03 -09 -2007 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 45: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2081) 46: An electrical permit from the Washington State Department of Labor and Industries is required for this project. 47: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: ** *BUILDING CONSTRUCTION* ** - IFC - IBC 50: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.8 of the International Building Code. 51: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible front the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.8 inch (12.7mm). (IFC 805.1) 62: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 63: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: These plans were reviewed by Inspector 611. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 65: ** *BUILDING DEPARTMENT CONDITIONS * ** 56: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 57: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 58: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 59: New suspended ceiling grid and light fixture installations shall meet the non- building structures seismic design requirements of ASCE 7. 60: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 61: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, W, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. doc: Cond -10/06 D06-465 Printed: 03-09 -2007 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 62: 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. 83: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 64: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 65: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 66: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 67: 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). 68: 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: Cond -10106 D06.465 Printed: 03-09 -2007 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. Signature: Print Name: doc: Cond -10/06 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 Date: )/c / 0 3— D06-465 Printed: 03 -09 -2007 Site Address: Tenant Name: Property Owners Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cltukwila.wa.us 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 ** f too SC. (Attu) tk e \-r�7 O LJ&o Rc 0ee NI, es Li-C -s3 tg nu 114;-1, f Sr CONTACT PERSON - be do we contact when your permit is ready to be issued Day Telephone: 925/554 - 4 1 1 Y 6CliPike SSW6 City Name: la W t Mailing Address: 4 1 El/ Y 3 9# P L. SE E -Mail Address: I C ° .S � 4Lt et tvi Q L.:1 Prt r'ee t . cop, Company Name: Mailing Address: Company Name: -GENERAL CONTRACTOR INFORMATION (Contractor Information for 11Meebanleal (pg 4) for'flunibing and Gas LA p ero( remet LLC -SS S oac C' °lave / / t1 de pe Building FermitNo. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. /, ff Project No King Co Assessor's Tax No.: Suite Number: Floor: New Tenant:] Yes ❑..No Contact Person: E - Mail Address: Contractor Registration Number: R (lovsc City to A «Soo4 4. State Zip State Zip Fax Number: Y ZS/ 265 - 8 State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: t5 fl &trt — Lulthi AP'Glil L LP Mailing Address: t'nl el -4 c l Ave "uteri- Cher r , K M ` 1 i� Contact Person: Cr) a IA d t3 L t .. Itit t W l�L I OPt f est Day Telephone: E -Mail Address: qt ' i" 3 Ca?" ax Number: State Zip g 5 — yib" - s'fl ¥Sb nt24- 4341 ENGINEER OF. RECORD - All plans must be wet stamped by Engineer of Record e alto \5 C ( "St seers ! eG Mailing Address: 2l4 (tJ l@at s4- %..Ar 2O( f n1N -slewn N f 2OSt City Contact Person: Cr i e( 1 i\1 Sort "s ties Li a Day Telephone: 15 L/ -92 E -Mail Address: T Fax Number: Q:Applie.aowwPenns-Applications On tine- 2006 - Permit Applie.tion.doe j Ans. 1% Co hheCk Revised: 9-2006 O bb State Zip Page I of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): Se 4 1501 OW Existing Buuilding S /, Y ' v Scope of Work lease provide detailed information): 3 Yt All lM*) t 7r/ r /ea /A 4174�7)fj $Z/t Work 4. arSt Ri htf), Tb et SUMMED dA►D+cR 5grAMW OW - Will there be new rack storage? X Yes ❑.. No If yes, a separate permit and plan submittal will be required. 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 R): 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: Standard: �� Compact: '26 Handicap: 2I Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: UQ Sprinklers ❑ Automatic Fire Mann Will there be storage or use of (laminable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of mater lots and storage locations on a separate 84/2 "x 11" paper including quantities and Material Sq(cry Data Sheets. t 4EPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Idcalth Department. a- ApIliniios kYonam Appliemioro Oe LIm1-2006 • ka"il ApplkminAov Rcvuu6• 9•2006 66 No If "yes", explain: ❑ None ❑ Other(specify) Pagc2 of Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I* Floor 50,517- 15f20If � ? V t 1"t F Floor..,:;:. 3" Floor _ Floors thm .. _ Basement Accessory Structure* Attached Garage :. Detached Garage Attached Catpon Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): Se 4 1501 OW Existing Buuilding S /, Y ' v Scope of Work lease provide detailed information): 3 Yt All lM*) t 7r/ r /ea /A 4174�7)fj $Z/t Work 4. arSt Ri htf), Tb et SUMMED dA►D+cR 5grAMW OW - Will there be new rack storage? X Yes ❑.. No If yes, a separate permit and plan submittal will be required. 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 R): 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: Standard: �� Compact: '26 Handicap: 2I Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: UQ Sprinklers ❑ Automatic Fire Mann Will there be storage or use of (laminable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of mater lots and storage locations on a separate 84/2 "x 11" paper including quantities and Material Sq(cry Data Sheets. t 4EPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Idcalth Department. a- ApIliniios kYonam Appliemioro Oe LIm1-2006 • ka"il ApplkminAov Rcvuu6• 9•2006 66 No If "yes", explain: ❑ None ❑ Other(specify) Pagc2 of 1 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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. Signature: OWNER O}tA,HORJZEDAGENT: Print Name: L� �4 (a 1 A Day Telephone: � 45 R " Mailing Address: 8l/ 13 #1t h L S £ (ielkPw*.P City I Date Application Accepted: tilk IA( Q:UpplicetionA FomwAppliafionc On Line \3 -2006 - Permit Applialion.doc Revised: 9-2006 bb Date: 12 - 1 -06 Co Pr Q 4004 Shte Zip Date Application Expires: ca l t- Staff Initials: r Page 6 of 6 1 Receipt No.: R07 -00587 Payee: WIG PROPERTIES, LLC -SS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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: /hwww.ci.tukwila.wa.us RECEIPT Parcel No.: Permit Number: D06 -465 Address: 17200 SOUTECENTER PT TUICW Status: ISSUED Suite No: Applied Date: 12/14/2006 Applicant: PETCO Issue Date: 03/09/2007 Initials: JEM Payment Date: 04/17 /2007 10:57 AM User ID: 1165 Balance: S0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1812 58.00 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 7200 04/18 9710 TOTAL 58.00 doe: Receiot -06 Printed: 04 -17 -2007 Receipt No.: R07 -00336 Payee: WIG PROPERTIES- LLC -SS ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #I00 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: Permit Number: D06-465 Address: 17200 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 12/14/2006 Applicant: PETCO Issue Date: initials: LAW Payment Date: 03/09/2007 11:02 AM User ID: 1632 Balance: 60.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1700 3,665.48 Account Code Current Pmts 000/322.100 3,660.98 000/386.904 4.50 Total: $3,665.48 Payment Amount: 63,665.48 5792 )) /09 5'710 TOTAL 3 doc: Receiot -06 Printed: 03 -09 -2007 Parcel No.: Permit Number: D06 -465 Address: 17200 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 12/14/2006 Applicant: PETCO Issue Date: Receipt No.: R06 -01965 Initials: JEM User ID: 1165 Payee: WIG PROPERTIES, LLC -SS TRANSACTION LIST: Type Method Description Amount Payment Check 1550 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.cttukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 2,379.64 Total: $2,379.64 Payment Amount: 52,379.64 Payment Date: 12/14/2006 01:23 i'M Balance: $3,665.48 2,379.64 • • • 2722 12/14 9716 TOTAL 2379 Anro Rnrnint -06 Printed- 12 -14 -2008 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.cttukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D06 -465 Occupant/Tenant: PETCO Building Address: 17200 SOUTHCENTER PY, SUITE 100 Parcel No.: 2623048080 Property Owner: WIG PROPERTIES LLC-SS 4811 134 PL SE BELLEVUE WA 98006 Use: RETAIL Occupancy Group/Division: M Type of Construction: VB Automatic Sprinlder System: Provided: Y Required: Y Design Occupant Load: 484 / 2 9 — 0 7 BUILDING OFFICIA DATE TBIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Probe, — c- Type of Inspection: F, nJ 41 I Address: ^ 1 7ZOO 1� ✓ I_K' � Erv-1-r Date Called: ?c/ �.L ( flYJ Special Instructions: IDAOr q A e Date Wanted I 1N a.m. P.m. Requester: Phone Ng; D q(05 INSPECTION RECORD Retain a copy with permit INS ECTIO O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1D^ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: OZ 4 i 7 A ) y1 z -te S58. EINSPECTIOW*EE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: (Date: Project; ���0 Type of Inspection ice d : I 1� Address: / Smr/6eF Pfr Date Called: / Special Instructions: Date Wanted: c 2 7 07 Ca_m. p.m. Requester: Pho , // 7 � - 2003 / I INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: mete g r.- (Date: y 77 $58.00 REINSPECT10 FEE REQUIRED. Prior o inspection. tee must paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: Date: Project: Type of Inspection: /78o J /4 .ii Addr ss: !/77 / l / /�Gr.ti..-� Date Called: Special Instructions: / Date Wanted 2,v a.m. � Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3t 70 Approved per applicable codes. pa Corrections required prior to approval. COMMENTS: A /,SF— jic -1 pate: $58.O EINSPEC710 FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. Inspector: 'Receipt No.: 'Date: I t'i 7 72 ,' C %< Project: . o Type of Inspection: - / 7�/� t o Date Called: Address: Special Instructions: Date Wanted: / a.m. 9c /3 f p.m. Requester: Phone No: o � 7D/ / / 4 INSPE2N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE NO. (206)431-3670 COMMENTS: z /t/% C i hz. -- ( fib.''( nwe 1 /,..-,-7. 4, €7.0 A/fn /2t . tZ ), cSn Approved per applicable codes. ir s k Corrections required prior to approval. •Fka.„9/ ❑ $58.00 REINSPECTON FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. Receipt No.: Date: ProjecIt(/(� /i W Type of J pe ion: Addres : // / '? tC�l Date ailed: s Special Instructions: /Date / Wanted :� 6 9 p.m. Requester: Phone No: JJ e7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: / lip,. . cet. i..A Wadin 4, 7 /P ,,- &.. 0 Inspector: (Date‘._ (J .797 EJ $58.00 REINSPECTION EE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: !Date: INSPECTION RECORD Retain a copy with permit K I Corrections required prior to approval. (206)431 -36 Project, YfTw Type of Inspection: `- .�'�S�ti/ v dE//i%✓6 Address: /1.2O0 qy17/ /(r,v4c2 / Date Called: Special Instructions: reA 77 Date Wanted: S /8 Ca_6... 07 Dm. Requester: /--5-0 one No: 9 - 7S -2 d 2 7 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: 64 Po,/ El Approved per applicable codes. raja I El 0 S58.00 REINSPE ON FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit )431 -3 orrections required prior to approval. f(l Prot, l Type of e [loot -y Ad ress: © /fl / s: /(14„(�^ l J./ w 4 to Called: Spe alInstru Ion r ate Wanted: I 6 -tf i a.m. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT' CITY OF UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 proved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto Dat 58.00 REINSPECTION E REQUIR D. Prior o inspection. fee must be aid at 6300 Southcent r Blvd.. Suit 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proje / , /go Type of Inspection: 4i9 //1,�5 Address: / 72 501,21 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: So5 - 20/ 2 .; INSPECTION RECORD Retain a copy with permit PERMIT N INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 3670 Approved per applicable codes. cJ Corrections required prior to approval. COMMENTS: 7� (4,44 /.Q V (i C Gt//9 - // L.K.• (.9,41 — tPRAO $513.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: • IDate: Receipt No.: Date: Proj Type of Inspection: 7ieAM 11/4.1 l� ,� V'E- 160 Address: I ` 60 S(nI4keenJW Date Called: Pc-I Special Instructions: Or Date Wanted: a.m. 1-1-12-0-7 P.m. Requester: Phone ! / -7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /C)4 eat // wF417,) et 447/ ,?- i cc, // /(o y 1 A i�/i r J»/ A n a l- .CM--or..- r,corn Tss,e 6r 1.3. 7 4 f='. Z Ok 4 Ai /n s d„ tZ elf •Th c -� to l 1 / o1., Si . 6 10 $1 O4 / ,9 A o,., A f to j. F ai- al u / I - 4. - & I . r y n / r i t < 4,, e ,C;,, I- 0 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit Date: ft/ 0 $58.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: , • Project: re F ew Type of Inspection: \ C/ny ∎.0y„- Ad s ress: /J / Date Called: Specia instructions: Date Wante a,m. 2 - Requester: Phone No Soy- 926 -20 /? INSPECTION RECOR[3' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - q /' ( r S ll^l/ / t4 / X 77) i i-tt9 ha/km lnspecto5� ° - = :.; F-fdr PER 06)431 -36V0 1 Aa3 ✓ c.c/ AA.d7✓ )/e. 7 to 4d/. 71/, // 429 /i i., -!r N71.14 ne ia-t /..rl/ ffLifde 17 �� el � � the 5ide mga Date , 79,2 $58.00 REINSPECT' 1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: "Date: Project: /pc/t o Type of Inspection: fn-C- -, 27 /if 4) Address: 17200 .5,ti4 17« ,f - ,... An-7 Suite #: .Contact Person: Monitor: Special Instructions: Phone No.: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: ■ Hood & Duct: Monitor: Pre - Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa..98188 206 - 575-4407 /So ti /s' COMMENTS: V "feet- 4,; ✓4.14 S'n J,,/,Ji 4ve. Ili ✓i661-ti- /Kc Inspector: 9 ,) 5 Date: 9/2,i/o7 Hrs.: / n Approved per applicable codes. Word /Inspection Record Form. Doc 1/13/06 I orrections required prior to approval. y $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Departme Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: :54-0c-t. Address: Suite #: � o S.C_ P ' C ontact Person: / /Mil earwax Special Instructions: Phone No.: So -c/75- 'vS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 'INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 - 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: Inspector: 7 2, , s , v Date: 7 u 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project Info Project Address Nice, Au. eel supplies Date 2/22/2007 17200 sou2191EN zR PARawAa For Building Department Use •ORWILA, NASRINGTON 98188 Applicant Name: pS Applicant Address: 9125 RRRCO ROAD, SAN DIEGO, CALIFORNIA 92121 Applicant Phone: (858) 453 -7045 Project Summary PRJ -SUM 2004 Seattle Nonresidential Energy Code Canpltanoe Forma I EXPIRES ay 9 2 2no 2004 Seattle Nonresidential Energy Code Compliance Form RECEIVED CITYOFTIIKWILA FEB 27 2007 PERMITCENTER P ILE COP? 1 Permit No. Revised May 2005 crn!s 7 ;or¢e REVIEWED FOR CODE COMPLIANCE k- Aopnemicn MAR - 62007 City Of Tukwila BUILDING DIVISION CORRECTION LTR# L' -41-1(es Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Fetcn Animal e,wyliss Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btulh Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTU -1 Lennox L0C120S4 129600 4000 Econo 10.3 EER 11.30 Retail RTU -2 Lennox L0C120e4 129600 4000 Econo 10.3 EER 11.30 Retail RT8 -3 Lennox LGC12084 129600 4000 Econo 10.3 EER 11.30 Retail RTU - I Lennox L0C12054 129600 4000 Econo 10.3 EER 11.30 Retail RTU -5 Lennox LGA06004 63600 2000 Econo 10.0 EER - Grooming Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btuflt Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' RTU - 1 Lennox LGC12034 4000 Econo 240000 192000 80.000 RTO - 2 Lennox LGC12094 4000 Econo 240000 192000 80.000 RT0 Lennox LGC120S4 4000 Econo 240000 192000 80.000 RTU - 4 Lennox L0C120S4 4000 Econo 240000 192000 80.000 RTU -5 Lennox LGA06014 2000 Econo 125000 100000 80.000 Gee -1 Rexnor t1DAS -75 N/A 75000 60000 80.000 Coe -1 Berko r3CB -548 N/A 6300 6300 100.000 CUR -2 Berko 17ca -558 N/A 17100 17100 100.000 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flaw Control Location of Service IF-1 arwrneor 03-091 -4 650 0.75 0.25 cv Groaning E2-2 Greenback GB -071 -4 180 0.50 0.25 cv Bird Roam Er -3 Greenback OB -071 -4 250 0.50 0.25 CV Work Room Er -4 Greenback GB -071 -4 150 0.50 0.25 cv Restromas ET -5 Greenh.ok 31-071 -4 250 0.50 0.25 cv Wellness Er -6 Gr.enhegr GB -071 -4 135 0.50 0.25 CV mall Animal Habitat Project Info Project Address Fetcn Animal e,wyliss Date 2/22/2007 For Building Dept. Use 17200 SOUTBCEWIER PARKWAY TGIMILA, WASHINGTON 98188 Applicant Name: RETCO Applicant Address: s125 RERCO ROM, SAN DIEGO, CALITORNIA 92121 Applicant Phone: (858) 453 - 7045 2004 Seattle Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2004 Seattle Nonresidential Energy Coda Compliance Forms Revised May 2005 Project Description Briefly describe mechanical system type and features. ❑Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option *Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) '1f available. 2 As tested accord ng to Table 14 -1A through 14 -1G. If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 6 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description If Heating/Cooling ❑ Constant vol? ❑Air cooled? ❑ Packaged sys? See Section 1421 for full description or Cooling Only. • Split system? • Economizer included? • <20,000 Btuh? of Simple System qualifications. If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Ony 2004 Seattle Nonresidential Energy Code Compliance Form Reference Section 1421 Heating'Cooling or Cooling Only Simple System Mowed (section 1420) Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans 2004 Seattle Nonresidential Energy Code Compliance Forms Checklist MECH -C$K Revised May 2005 Project Address Petro animal Supplies (Date 2/22/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component - Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 141 .1 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 141.1 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans 142.1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum EHS1.1 yes 1412.3 Humidity control Indicate humidistat EMS 1 . 1 yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 Jiff. day types ERS1.1 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max leakage 141 .1 yes 1412.4.2 Optimum Start Indicate optimum start controls E14S1.1 n. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes 1412.6 Combustion Mg. Indicate modulating or staged control 141.1 yes 1412.7 Balancing Indicate balancing features on plans 141.1 n. a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule 141.1. 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule 141.1 n. a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n. a. 1413.2 Water Econo Doc Indicate dg load & water atone & clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling El4S1 1 n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yea 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R -value of insulation on duct n. a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation dots yea 1416.3.2 Air Balancing Indicate air system balance requirements n . a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements yes 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report n a1.1 n. a. 1424 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Sallee water htg. n . a. 1441 Elec. water heater Indicate R -10 insulation under tank n . a. 1442 Shut-off controls Indicate automatic shut -off yea 1443 Pipe Insulation Indicate R -value of insulation on piping n .a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n. a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n. a. 1454 Pool covers Indicate vapor retardant cover n .a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2004 Seattle Nonresidential Energy Code Compliance Form no is circles for any question, proviae explana ion: ✓ CLIENT: STRUCTURAL ENGINEER: FOR Plop - ,: STRUCTURAL CALCULATIONS PETCO ANIMAL SUPPLIES, SOUTH CENTER TUKWILA, WA PSE PROJECT # 06221.10 NOVEMBER 29, 2006 IGNARRI - LUMMIS ARCHITECTS 601 CHAPEL AVEENUE EAST CHERRY HILL, NJ 08034 PARADIGM STRUCTURAL ENGINEERS, INC. 450 SANSOME STREET, 5 FLOOR SAN FRANCISCO, CA 94111 COP, Permit No. REVIEWED FOR CODE COMPLIANCE k . $ °pony /co MAR =6 2007 // • City Of Tukwila BUILDING DIVISION t:010 L-K6 RECEIVED CITY OFTUKWIIA DEG 14 2006 PERMIT CENTER PARADIGM STRUCTURAL ENGINEERS, INC. 450 Sansome Street, 5th Floor San Francisco, CA 94111 Tel: 415.362.8944 Fax: 415.362.8945 PARADIGM Structural Engineers, Inc. San Francisco, CA TABLE OF CONTENTS SECTION PAGE BUILDING DESCRIPTION 1 SITE LOCATION 2,3 SEISMIC ANALYSIS 4,5 AQUARIUM WALL 6 HEADER PROPERTIES 7 -12 STUD WALLS 13 -15 CONNECTIONS 16 -18 Building Description Existing Structure Building T.I. Work New tenant is renovating space. No additional square footage is being added. The following items are specifically addressed within the structural scope: • Seismic bracing / design for interior partition walls • Seismic design of interior headers Anchorage of RTU, as well as analysis of (E) roof framing members supporting the RTU and any strengthening if required, analysis of roll -up door supports, and trash enclosure walls are provided by the Shell Engineer. ( 3 $ SourHC E. rJTE 2 HALL Sa.ArL k/,4 98188 Page 1 of 1 2 http: // map. web. mapquest. com /?e=9& GetMapDataDirect =G me5diw%2cb %3a9u12 %3b %... 11/28/2006 x Interpolated Probabilistic Ground Motion for the Conterminous 48 States by Latitude/Lon... Page 1 of 1 4 Earthquake Hazard LOCATION 47.5 N Lat. - 122.25 W Long. The interpolated Probabilistic ground motion values, in at the'requested point are: 10 %PE in 50 yr 2%PE in 50 yr PGA 32.94 65.64 0.2 sec SA 72.49 147.47 1.0 sec SA 23.88 50.66 Analysis Options page Ground Motion page %9. 6 33 SOUTHCEOTER MA-LL SEATLE , WA GB ISS http: // eqdesign .cr.usgs.gov /cgi- bin/find -11- 2002- interp.cgi 11/28/2006 PARADIGM STRUCTURAL ENGINEERS, INC. 450 Sansome Street, 5th Floor, San Francisco, CA 94111 415-362-8944 • flhIC. . . 7! SOurbICE - _ FEND roRcra Aomplotyrprs : = s Ap s. sc' + _ Nor. > s;V. ._3 sp rp Sip ft Fir SSQ:m 5_ Wel c ER VAti PE i Job: 06 # 4 - 2 l° Sheet: 5 Date: Ilr 2 -45- 0 ‘ By: B rs Pt_ t? 17. = _41,29 Fp = 29 j j t an _3:VT ----- _Par > r6.<09 1 44_Q Nor 4 'to7p e n_h_c - c _ASD_IZEtucriam = sT7i ii = a _a_t SJp tFECK _PART+ AILS : iD__PSF = 20 = 3PSF - USE_ SP_SF NOPDAMI: 'FL Laid) • . . . - . . . . , . • . . . . . . - . . . . . ... . . . . . , . • . - . . , . . . . . . ' . . . . . . . . . . . . . . . . . : . . . • , • . . . . . . : . • i • . . . . . . . . . , • • • . • . . . . . . , .. . . . ; • : 7 . . , . . , , . , . • • • I I . , , . . . 1 1 : . 1 ; • : .1 : : : : . . . . . • , • .; ....i . . ' ; . ■: : • • ...-•- . . „ • , . . . : 7 • • 1 1 1 ' , • ' • . . 1 7 I. . • • . . . i . . . , . . . . . . • , . . ...-',...; • • I ' , . . • , I . • 7 , , , .... . 1 PARADIGM STRUCTURAL ENGINEERS, INC. 450 Sansome Street, 5th Floor, San Francisco, CA 94111 415- 362 -8944 PaTGO - SOU t4u 1,t/AV- - Pee 1 A-I N ` S CAQUARIuM) 1 1t SE 2 e, Z'I V 1.L 'A5 rJ G K i HGPzr Job: O6 ezy to Sheet: 6 Date: 1 -tS-OG By: MEE t-r / (CO /fri PL GI EcI Low to Rcc- f.= 5=0 �op'S V! n Ui R p= 5 p5 NIL/ zs IL a 3.z [SSNC nN S721) : bel 1 - 73 ' TE-nS;.ON 0.1 r c. ;•c;. h, _ L'i tb — liD 1 r, No, -- LIB n = 7,9 FPs�n��s I60 h,,.,� ()SE- (3) 1:‘L X - rd 22P rA Lc! • G nF ta:k . ccgs6 - evor -roue sivc• tt,rt Ac-rUnwl 4 Arlo BQAUSE ri)L. 5p'f wAD uSGD co WAIL ' O' -d''. PARADIGM - STRUCTURAL ENGINEERS, INC. San Francisco, CA 94103 (413) 362-8944 PROJECT: PETCO - SOUTHCENTER Job: 06221.00 Sheet: 7 Header Properties Date: 11/28/2006 By: MBH /spr. % 3 5/8' Header Stud: INDIVIDUAL SECTION PROPERTIES FULL SECTION PROPERTIES Track: 362T125 -54 d= 3.625 in bf = 1.25 in Ix= 0.723 in ly= 0.048 in Sx= 0.378 in Sy= 0.049 in x= 0.273 in y= 1.813 in A= 0.346 in t= 0.0566 in Stud: 3625137 -54 d= 3.625 in bf = 1.375 in Ix= 0.756 in ly= 0.091 in Sx= 0.417 in Sy= 0.094 in x= 0.405 in y= 1.813 in A= 0.380 in t= 0.0566 in x= d/2= 1.813 in y= £Ay/EA= 2.281 in Ix= EQ +Ad 4.701 in' ly= E(1+Ad 3.738 in' Sx= Ixfy= 2.061 in Sy= ly/x= 2.062 in Ix & ly represent the moment of inertia about the x and y axis respectively. PARADIGM STRUCTURAL ENGINEERS, INC. San Francisco, CA 94105 (415) 362-8944 PROJECT: PETCO - SOUTHCENTER Job: 06221.00 Sheet: 4 Typical Interior Headers Date: 11/28/2006 By: MBH4FK. SECTION PROPERTIES Header Type : 3 5/8" Header Stud L = 20 ft Supported Wall 0 9 . 9 LOADS S i R l y = Ht.= Ht. E_ Vertical wall DL = Na = Horizontal Load = 5 psf %,,, = 27.5 Of Moments M„ = M0058 = Presses 1b „ = fbixetz = 13 5/8' Header Stud Boxed Sxn; max length is 20' 2.06 in' 4.70 in' 206 in. 3.74 in' 3ft 8.ft 29500 ksi 10 psf 30 plf 18.0 kin 16.5 kin 8.7 ksi 8.0 ksi Fb Allowable Fr. 50.0 ksi Fb = .6Fy : 30.0 Its' BENDING CHECK 1b,/Fb, ♦ tbfb = 0.56 < 1.0 OK DEFLECTIONS A,,,,r = 0.78 in = L/308 OK Aiwa = 0.90 in = L/267 OK A ybwa e = 1.00 in = L/240 I Use UP To i'i FTi PARADIGM STRUCTURAL ENGINEERS, INC. - San Francisco, CA 94105 (415) 362-8944 PROJECT: PETCO - SOUTHCENTER Job: 06221.00 Sheet: Q Header Properties Date: 11/28/2006 By: MEH /Jft 6' Header Stud: INDIVIDUAL SECTION PROPERTIES FULL SECTION PROPERTIES Track: 362T125 -54 d= 3.625 in bf = 1.25 in Ix= 0.723 in ly= 0.048 in Sx= 0.378 In Sy= 0.049 in x= 0.273 in y= 1.813 in A= 0.346 1n t= 0.0566 in Stuck 6005137 -54 d= 6 • bf = 1.375 in Ix= 2.520 in ly= 0.105 in Sx= 0.839 1n Sy= 0.098 in x= 0.306 in yr- 3.000 in A= 0.514 in t= 0.0566 in x= d/2= 1.813 in y= EAy/EA= 3.614 in be E(I +Ad 13.688 in ly= E(I +Ad 4.540 in Sx= Ix/y= 3.787 in Sy= ly /x= 2.505 in Ix 8 ly represent the moment of inertia about the x and y axis respectively. PARADIGM STRUCTURAL ENGINEERS, INC. San Francisco, CA 94105 (415) 562-8944 PROJECT: PETCO - SOUTHCENTER Job: 06221.00 Sheet: 10 Typical Interior Headers Date: 11/28/2006 By: MBH /Hel. SECTION PROPERTIES Header Type : 6' Header Stud L = 22 ft S = 3 In l = 13.69 In' S = 2.50 In l = 4.54 in Supported Wall HL = 3 ft Op'g HL = 8 ft E = 29500 ksi LOADS Vertical wall DL w_t = Horizontal Load = 5 psf w = 27.5 plf Moments M,,,,, = M 16' Header Stud Boxed Sxn; max length is 22' 10 psf 30 plf 21.8 kin 20.0 kin Stresses lb = 5.8 ksi Ibk = 8.0 ksi Fb Allowable Fy: 50.0 ksi F0 =.6Fy: 30.0 ksi BENDING CHECK tb,/Fb + 1b,/Fb = 0.46 < 1.0 OK {IEFLECTIONS A = 0.39 In = 11674 OK Aeon = 1.08 in = U243 OK Aaawam,e = 1.10 in = U240 Q USQ oe To 20 nil PARADIGM STRUCTURAL ENGINEERS, INC. San Francisco, CA 94105 (415)362 -8944 PROJECT: PETCO - SOUTHCENTER Job: 06221.00 Sheet: 11 Header Properties Date: 11/28/2006 By: MBH /NPI 8' Header Stud: INDIVIDUAL SECTION PROPERTIES FULL SECTION PROPERTIES x= d/2= 1.813 in y= EAy/EA= 4.679 in Ix= E(I +Ad')= 36.039 in ly= E0+Ad 6.482 in Sx= Ix/y= 7.703 in Sy= ly /x= 3.576 in Track: 362T125 -68 d= 3.625 in bf= 1.25 in Ix= 0.921 in ly= 0.060 'm Sx= 0.475 in Sr- 0.061 in x= 0.277 in y= 1.813 in A= 0.436 in t= 0.0713 in Ix & ly represent the moment of inertia about the x and y axis respectively. Sled: 8005200 -68 d= 8 in bf= 2 in Ix= 8.140 in' 1y= 0.435 in Sr- 2.040 in Sy= 0288 in x= 0.488 in r 4.000 in A= 0.907 in t= 0.0713 in PARADIGM . - STRUCTURAL ENGINEERS, INC. - SmFrmcixo, CA 94105 - - (415) 3624944 - PROJECT: PETCO - SOUTHCENTER Job: 06221.00 Sheet: rz- Typical Interior Headers Date: 11/28/2006 By: MBH /Nvc SECTION PROPERTIES Header Type : 8' Header Stud L = 24 ft S.= S = l y _ Supported Wall HL = Op'g HL = E_ LOADS Vertical wall DL = wverl = Horizontal Moments Mven = M Stresses Fb Allowable Load = whore = fib' Header Stud Boxed Sxn; max length is 24' 7.70 In - 36.04 3.58 in' 6.48 in' 3ft 8ft 29500 ksi 10 psf 30 plf 5 psf 27.5 plf 25.9 kin 23 8 kin fb,,,, 3.4 ksi ibnar = 6.6 ksi Fy: 50.0 ksi Fb =.6Fy: 30.0 ksi ENDING CHECK tb„/Fb, +fb,/Fb 0.33 < 1.0 OK DEFLECTIONS A,,,, = 0.21 in = 1J1367 OK abort = 1.07 in = 1../268 OK A.ro sbie = 1.20 in = L/240 USE UP TO 24 et x Section KLx ft. Y 50 Docng Cont 1/4 Pt 1/ Pt ,. 3727 y .., _._ ,...:....r..,,. None 6005200 - 33 J 7.01 7.00 6.92 6.88 6.70 6.60 i 6.50 6.36 I rl • •.N;(f 77 6.14 5.91 5.60 4.60 5.86 5.56 5.16 3.92 5.38 4.96 4.46 2.94 - 3 5.02 4.54 3.95 F1,8 6005162 -97 3.0 23.3 23.2 23 5.0 22.8 22.6 2: 7.0 22 2 21.8 21 10.0 20.9 20.3 18 12.0 19.9 19.0 17 t:gc4 bitv, izbp, ttA(! t.•f 14.0 1.8.7 17.6 1E 17.0 16 8 15 5 12 19.0 15.5 14.0 10.6 6005162-68 3.0 14.8 14.8 14 5.0 14.5 14.4 14 8.0 13.9 13.6 13 10.0 13.4 12 9 12 2 9.46 12.0 12.7 121 112 734 :44;4 U.73: Yet .4r# re O, 15.0 11-6 10.7 9 .46 5.43 17.0 10.8 9.81 8 ,39 19.0 9.93 8.86 7. 6005162 -54 3.0 11.1 110 11 .7 9.50 5.0 10.9 10 8 10. 7.13 8.0 10.4 10.1 9.77 .98 8.38 3.72 100 9.97 9.61 907 7.13 12 0 9.48 9.00 8.31 5.86 !Ccw, Ovr: 1;f: In? 1 04 15.0 8.65 7.99 7.09 4.14 i 17.0 8.04 7.28 628 3.36 f .19.0 7.41 6.57 5.45 600516243 3.0 837 8.34 829 8.12 7.19 �s, ` - "- s i , • 5 4 ,t;:e '!"0 "3. 5.0 821 8.13 8.01 7.55 540 8.0 7.85 7.66 737 6.34 2.82 100 7.53 726 6.84 5.40 tar le V WS‘ CL9L 0.v•e. 12.0 7.16 6.79 624 445 15.0 6.52 6.01 529 3.15 ; '� ,2 + 170 190 6.06 5.59 5.47 4.92 4.66 4.05 2.55 ! '��� 2.11 • 062211 7-b -06 Column Design for use with the 2001 North Ai 111 -21 We III -5 (continued) Nominal Axial Strength, SSMA Studs C- Sections With 14 PARADIGM - - PROJECT: PETCO SOUTHCENTER Job: 06221.00 STRUCTURAL ENGINEERS, INC. - - - Sheet: 15 San Francisco, CA 94105 - . Date: 11/28/2006 (415) 362 -8944 Typical Stud Partition Wall By: Mtnt /ser_ Use: 3625162 -33 studs Q 16 "oc; Max. height =14' Stud Properties Wall Properties Loads interior wall = 5 psf w = 6.67 plf M,„, = 1.96 kin Capacity Deflection Summary stud = 3625162 -33 spacing = 16 in E = 29500 ksi k = 0.551 in L= 14 ft Lu = 4 ft 'Assume full bracing per SSMA k= 1.00 k *Lu = 4 ft Finish: Brittle = A = 0 35 In = (5wL / (384EI) = U473 A = 0.7 L/240 Bending: Ma M rag 5.26 kin > 1.96 kin OK Deflection: Aa A U240 > U473 OK Assume simply supported (cons.) Mn = 8.8 kin 2002 AISI Manual Chart II -2a f2 = 1.67 Factor of Safety for bending Ma = 5.27 kin = Mn/fJ PARADIGM 7 Pin STRUCTURAL ENGINEERS, INC. 450 Sansome Street, 5th Floor, San Francisco, CA 94111 415-362-8944 .... fl: rprq.*F ts-srAA dericLE) • C4,-- ___.accao—nt--),1 • Ash stitsw. • - r - - 5Lio / I 2 1/4C MS Thtid 1“ Gist • Z , 4' Job: OG 241 l° • Sheet: 1 Date: - II-2-8 By: Or / Tic E2�i»IiIIitL 10 NAt ThkLwa L _1 (Dic - - .:1-19-1-71gati 5C 01 :1-1b tzrrg — . . - . • • . . , . , • . , . ... . • . , . , . . . . • , . . , . . . , , • . , , . . . . , . . . . . , . . . • . ' Table IV -8a . Screws Shear of Sheet - F„ = 45 ksi P = 0.5 Nominal Shear Strength, P kips Thickness of Screw Designation Diameter in. member in contact with Thickness of member not in contact with the screw head, in. screw head, in. 1 0.036 1 0.048 0.060 0.075 0.090 - 0.105 0.135 0.036 0.480 0.604 0.604 0.604 0.604 0.604 0.604 0.048 0.480 0.738 0.805 0.805 0.805 0.805 0.805 #6 0.138 0.060 0.480 0.738 1.01 1.01 1.01 1.01 1.01 0.075 0.480 0.738 1.01 1.26 1.26 1.26 1.26 0.090 0.480 0.738 1.01 1.26 1.51 1.51 1.51 0 0.738 1.01 1.26 1.51 1.76 1.76 0 0.738 1.01 1.26 1.51 1.76 2.26 0 0.717 0.717 0.717 0.717 0.717 0.717 0. 0.805 0.956 0.956 0.956 0.956 0.956 #8 0164 0.060 0.523 0.805 1.12 1.20 1.20 1.20 1.20 0.075 - 0.523 1.49 1.49 1.49 1.49 0.090 0.523 1.49 1.79 1.79 1:79 0.105 0.523 1 N 08 ;o IT- 1.49 1.79 2.09 2.09 0.135 0.523 1.49 1.79 2.09 2.69 0.036 0.563 0.831 0.831 0.831 0.831 0.831 0.831 0.048 0.563 0.866 1.11 1.11 1.11 1.11 1.11 #10 0.190 OD60 0.563 0.866 1.21 1.39 1.39 1.39 1.39 0.075 0.563 0.866 1.21 1.69 1.73 1.73 1.73 0.090 0.563 0.866 1.21 1.69 2.08 2.08 2.08 0.105 0.563 0.866 1.21 1.69 2.08 2.42 2.42 0.135 0.563 0.866 1.21 1.69 2.08 2.42 312 0.036 0.928 0.945 0.945 0.945 0.945 0.945 0.048 0.924 1.26 1.26 1.26 1.26 1.26 #12 0.216 OD60 0.924 1.29 1.57 1.57 1.57 1.57 0.075 0 m 8 0.924 1.29 1.80 1.97 1.97 1.97 0.090 0.924 1.29 1.80 2.36 2.36 2.36 0.105 0.924 1.29 1.80 2.36 2.76 2.76 135 0.924 1.29 1.80 2.36 2.76 3.54 0.036 In u) a LO 10 LI) 1[ 1[ V p S N 3 O 0 0 0 0 0 0 0 1.02 1.09 1.09 1.09 1.09 1.09 0.048 0.994 1.40 1.46 1.46 1.46 1.46 1/4 in. 0.250 0.060 0.994 1.39 1.82 1.82 1.82 1.82 0.075 0.994 1.39 1.94 2.28 2.28 2.28 0.090 0.994 1.39 1.94 2.55 2.73 2.73 0.105 0.994. 1.39 1.94 2.55 319 3.19 0.135 0.994 1.39 1.94 2.55 3.19 4.10 06 2z1.1U Il -28- IV - 10 Connections for use with the 2001 North American Cold- Formed Steel Specification Note: Design Strengths are: MD: P,, / Q LRFD: $P_ Description Fastener Shank Diameter (m.) Min. Embedment (in.) Concre e Compressive Strength 2000 Tension (lb) psi Shear (lb) 4000 Tension (lb) ()Si Shear (lb) 6000 Tension (lb) psi Shear (Ib) Universal Nail X -DNI 0.145 3/4 60 105 110 120 — — 1 145 185 160 240 100 125 1771 4 160 2 - 230 330 200 250 1 -1/2 220 330 320 425 Standard Nail X -2F 0.138 6 0.145 3/4 _ 45 75 60 105 — — 1 85 150 90 200 — — 1 -1/4 130 210 130 290 — — 1 -1/2 175 260 245 360 — — Drywall Track Nail X- ZF22P8T 0.138 3/4 55 130 90 170 High Performance Nail X -ALH 0.177 3/4 65 70 90 95 120 125 1 130 190 165 195 180 280 1 -1/4 135 265 240 270 240 440 1 -1/2 200 340 240 480 — — High Performance Nail X -AUH 0.177 1 -1/2 355 470 475 565 — — Umited Purpose Nail X -CF 0.138 3/4 25 35 — — — 1 50 160 — — 1 -1/4 170 265 — — — — Heavy Duty Nail DS 0.177 3/4 50 120 125 135 — — 1 130 195 155 240 — — 1 -1/4 220 385 270 425 — — 1.1/2 300 405 355 450 — — 1 /4- 20Threaded Stud X -W6 0.145 3/4 40 55 40 55 — — 1 85 195 110 225 — — 3/8-16 Threaded Stud W10 0.205 1 85 95 100 105 — — 1 -1/4 175 345 200 380 — — 1 -5/8 285 380 385 395 — — Stainless Steel Nail X -CR 0.145 3/4 30 40 . 65 40 — — 1 55 185 120 190 100 170 1 - 1/4 110 290 125 300 120 440 1 - 1/2 265 L 405 350 450 — — Drywall Track Nail X -DW _ _ 0.118 5/8 20 55 45 55 3/4 - 60 65 90 65 — Drywall Track Gas Nail X -GN 0.118 3/4 95 120 95 120 — — 1 115 220 115 220 — — Drywall Trace Gas Nail X -GHP 0.118 11/16 — — — — 50 100 3/8' threaded rod hanger w/ pre-mounted fastener X -HS W10, DNI 0145 1 8s 180 85 1 — — Knob Head Nails X-NK 0.145 1 85 165 145 215 — — 1 /4 " Rod Hanger X- F4i1 /4 "- C -DN127 0.145 _ 3/4 _ — — 45 — — — 1/4t Rod Hanger X- F41/4'- C -k-1122 0.145 1/2 — — — — 20 — 14111.1111 3.23 Powder Actuated Fastening Systems 3.2.3.1 Technical Data Allowable Loads in Normal Weight Concrete 1,4 1 The tabulated blamable bad values are for the low- vebcity fasteners only, Wong a factor of safety that is greater than a equal to 5, calculated in accordance with CC-ES AC 70. Wood or steel members connected to the substrate must be 'west- gated in accordance with accepted design criteria. 2 X -ZF fasteners with a shank length of 2 -7/8 in have a shank diameter of 0.145 in. M other X -ZF fasteners to concrete have shank diameters of 0138 in. DX Fastener Technical Data 3 X -AIH Fastener with DX -Kwk dulled p hue instalWtgn. 4 Multiple fasteners are recommended for any attachment. 5 Available In Canada or by special order. /c, 2 Z 1. 1l+ I 15 -06 IrtHhti Online www.us.hitti.comcom US www.ca.hilti.com Canada Y8 M ikrrs Hilt, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I wtti (Canada) Corporation 1- 800 - 363-4458 Is U!!! IGNARRI- LUMMIS r I • PROJECT: OWNER: ISSUED BY: SENT TO: ARCHITECTS LLP DESCRIPTION: Architectural Drawings Revisions Petco "Southcenter, WA" 12000 Southcenter Parkway Tukwila, Washington 98188 Petco Animal Supplies, Inc. I -L COMM NO: William Fearon DATE: - Contractor's Office Via: Landlord Architect via FedEx -sent to Contractor's office via FedEx -sent to PETCO Project Manager via FedEx CONSTRUCTION BULLETIN CONSTRUCTION BULLETIN #3 7424 April 3, 2007 THIS CONSTRUCTION BULLETIN 15 NEITHER A CHANGE ORDER NOR A DIRECTION TO PROCEED. THE CONTRACTOR SHALL PROCEED WITH THIS WORK ONLY AS DIRECTED BY Petco. ❑ FIELD ORDER: The Contractor shall promptly execute this Construction Bulletin/Field Order, which interprets the contract documents or directs minor changes In the work with no change in either the contract sum or the contract time. p PROPOSAL REQUEST: The Contractor shall submit to the Petco P.M. an itemized quotation for the cost of all modifications to the construction documents Indicated in this Construction Bulletin/Proposal Request and related changes thereto, with no change in the contract time. PROTOTYPE CHANGE: This Construction BulletlnlPrototype change Includes Items which have been authorized by Petco as prototype changes via a Prototype Memorandum. The Contractor shall submit to the Petco P.M. an Itemized quotation for the cost of all modifications to the construction documents indicated in this Construction Bulletin and related changes thereto, with no change in the contract time. 1. Drawing Sheet A0.1: Modify Current Issue Drawings to show all drawings being Issued under this Bulletin. Update Code Data to reflect changes at Vestibule. 2. • Drawing Sheet A0.2: Add #30 and re- number remainder of Items on Petco vendor / contractor responsibility chart. 3. Drawing Sheet A2.1: Add note for "Ptd. Area C" at Grooming Reception. Delete Door #2 and add Storefront SF -01 in the same location. Modify "Floor Plan Notes, General ". Add Small Animal Habitat location graphics to Retail 102. Modify and relocate Bird Habitat per this Petco Rover Prototype Update. Added bumper to Adoption Area. Revised location of MDP, Power Control, and Telephone per PME drawings. Detail 10- Revised notes. 4. Drawing Sheet A2.2: Change floor finish In Restrooms to VSF -2. Change floor type in Natural Foods from VSF -1 to VSF-4. Modified flooring dimensions. Change Grooming Reception floor type from VCT -2 to VSF - 1. Change floor type in Grooming Salon from VCT -2 to VCT -1. Change floor type in wellness room from VSF to VSF -2. Change floor type in Work Room from VSF to VSF -2. 5. Drawing Sheet A2.3: Change to new store fixture layout per the Revised Rover I Store Fixture Plan. 6. Drawing Sheet A2.4: Change ceiling height in Break Room 112 from 8' -0" to 9' -0" AFF. LIT CONSTRUCTION BULLETIN NO. 3 PETCO °Southcenter (WA) #237" I -L Comm. No.: 7424 April 2, 2007 Page 2 7. Drawing Sheet A2.5: Relocated exhaust fan's for Bird Room and Small Animal Habitat. 8. Drawing Sheet A3.1: Change Finish Schedule per the Petco Rover Prototype changes. Delete Door AU -2. Add Storefront SF -01. 9. Drawing Sheet A5.1: Change Interior Wall Sections 01, 02, 03, and 04 to show maximum unbraced height for wall framing. 10. Drawing Sheet A6.1: Modify Detail 07 Roof Angle Frame Detail for angle sizes. 11. Drawing Sheet A7.1: Detail 01- Change location of transition between Grooming Salon Tile Wainscot and painted gypsum board finish. Replace Door #2 with Storefront SF -01 at Vestibule. Add wall bumper to symbol key. Add bumper notes to Grooming Reception. Revise shelving In Cage Room and Tub Room. Detail 04- Add bumper to Adoption Area at Office. Detail 13- Add additional note to floor sink for clarification. Detail 05- Revised sink in Break Room. Revise blocking in Work and Wellness Room. Revised shelving in Work and Wellness Room. 12. Drawing Sheet A8.1: Modify Details 08 and 11 to show installation of Storefront SF -01 in place of Door #2. 13. Drawing Sheet A8.2: Modify Detail 01, 02, 03 per Rover Prototype changes Detail 04- Modify flooring detail. Detail 09- Modify hitching ring detail. Detail 17- Removed detail. 14. Drawing Sheet A8.3: Modify Detail 05 -Steel Stud Notes per Prototype. 15. Drawing Sheet A9.1: Modify Detail 01, 03, 11 and 16 to show FRP -2 on walls. Modify Detail 16 to show maximum distance of toilet paper dispenser from rim of toilet to be 9 ". Modify detail 06 to show new cabinetry. 16. Drawing Sheet 9.2: Modify Detail 01 to show new extent of wall finishes. Modify Detail 06 to show FRP -2 and shelving. Modify Detail 11 to show new shelving and hitching ring note. PME Drawings Revisions 17. Drawing Sheet P1.1: Plumbing fixture schedule revised. 18. Drawing Sheet P3.1: Large scale aquarium area plan revised. Key notes updated. 19. Drawing Sheet P3.2:. Large scale support area plan revised. 20. Drawing Sheet P4.1: Island plumbing Detail 20 revised. 21. Drawing Sheet M1.1: Exhaust fan schedule revised. 22. Drawing Sheet M2.1: Mechanical plan revised. Key notes updated. 23. Drawing Sheet M3.1: Large scale habitat plan Detail 02 revised. Bird habitat elevation Detail 03 and Large scale bird habitat plan Detail 04 deleted. Key notes updated. 24. Drawing Sheet M3.2: Small animal habitat duct Detail 02 revised. Air distribution box detail revised. CONSTRUCTION BULLETIN NO. 3 PETCO "Southcenter (WA) #237" I -L Comm. No.: 7424 April 2, 2007 Page 3 25. Drawing Sheet F1.1: Code analysis Detail 03 revised. Fire suppression criteria legend added. 26. Drawing Sheet E1.1: Lighting fixture schedule revised. KBE, KBEMER, AQ12, AQ8, MH250, L deleted. Lighting fixture schedule notes updated. Lighting mounting height legend revised. 27. Drawing Sheet E1.2: Various circuits on multiple panels updated per new layout and lighting plan. 28. Drawing Sheet E1.3: Contactor schedule updated. 29. Drawing Sheet E2.1: Lighting plan revised. Lighting fixture mounting Detail 06 revised. Key Notes updated. 30. Drawing Sheet E2.1A: Lighting dimension plan revised. 31. Drawing Sheet E2.2: Power plan revised. Key Notes updated. 32. Drawing Sheet E2.3: Sound and Communication System plan revised Sound system legend updated. 33. Drawing Sheet E3.1: Large scale aquarium plan revised. Large scale bird habitat Detail 18 deleted. End cap coiled cord drop Detail 12 deleted. Cash register power pole Detail 14 revised. 34. Drawing Sheet E3.2: Large scale POS area plan revised. Key notes updated. Large Scale Support Area Plan revised. Project Manual Revisions 35. Section 06200 - Finish Carpentry: Change plastic laminate colors. Revise spec for countertop and shelf supports. 36. Section 08300 - Special Doors: Change Eliason Double Acting Door color. 37. Section 08410- Aluminum Entrance Doors & Storefront: Delete the AU -2 unit (9' -0" slide -by automatic sliding entrance door). This Section Is not re- Issued. 38. Section 09310 - Ceramic Tale: Change product colors for tile types CT -1 and CT -2, and Grooming Salon grout color. 39. Section 09650 - Resilient Flooring: Change product specs for flooring VCT -1, VCT -2, VCT-3 and VCT-4. 40. Section 09660 - Resilient Sheet flooring: Change product specs for flooring VSF -1, VSF -2. Add product spec for VSF-4. 41. Section 09720 - Special Wall Surfaces: Change product specs for FRP -1 (not used for this project) and FRP -2. 42. Section 09900 - Painting: Change Paint Colors and some paint types. g m END OF Const. Bulletin #3 CONSTRUCTION BULLETIN NO. 3 PETCO "Southcenter (WA) #237" I -L Comm. No.: 7424 April 2, 2007 Page 4 43. Section 10300 — Petco- Furnished & Contractor - Provided Items: Change colors for Wall Bumpers, Cart Bumpers, Floor Mat and Window Shades. Add Wire Shelving description. Delete Tub Room Stainless Steel Shelf in lieu of Petco-fumished Wire Shelving. Delete some Miscellaneous Signage (at Vestibule Doors). Delete Soap Dispenser at Mens and Womens Restrooms. un, I GNARRI -LUMMI S [ ARCHITECTS LLP February 22, 2007 File: 7424 Permit No: D06 -465 City of Tukwila Department of Community Development Building Division 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Re: Tenant Improvement for a New PETCO Store " Southcenter (WA)" 17200 Southcenter Way Plan Correction List Response Letter This letter is in response to building comments dated February 6, 2006 from Ken Nelsen, Senior Plans Examiner: I. Note 1: The submitted reflective ceiling plans must be accompanied with a completed Washington State Energy Code lighting compliance form. The general lighting wattage is limited to the watts per square foot and switching found in W.S.E.C. Chapter 15. The lighting form information must be plan verifiable as required by W.S.E.C. Section 1141.1. Response: 2004 Washington State Nonresidential Energy Code Compliance Form is attached showing compliance with the W.S.E.C. 2. Note 2: It must be demonstrated on plan details and/or the cross sections, how the building envelope complies with the requirements of Washington State Energy Code Chapter 13. Any information presented on a State compliance form must also be reflected in the architectural design. Revise the plans necessary. Response: Per our conversation a note has been added to the floor plan to indicate the R -value of the exterior wall furring. All exterior walls are to receive slightly compressed (from 3 1/2" to 3 ") R- 11 fiberglass batt insulation. Reference 16/A2.1 for more detailed information on partition types. 3. Note 3: The Commissioning of HVAC systems has become an integral part of final building and tenant occupancy as required by Washington State Energy Code Section 1416.4.2.3. Consequently, the details of the Code commissioning requirements must be provided on the architectural general notes and reflected in the project specification. Response: A general note has been added to the Floor Plan (A2.1) indicating that commissioning must comply with section 1416 of the Washington State Energy Code. Respectfully submitted, Ignarri- Lummis Architects, LLP William/ getetoor William Fearon Project Manager 601 CHAPEL AVENUE EAST TELEPHONE (856) 428 -8877 • CHERRY HILL, NJ 08034 -1492 FAX (856) 429 -6379 www.ignarrilummis.com February 8, 2007 Leshya Wig Wig Properties, LLC -SS 4811 134 PI SE Bellevue, WA 98006 RE: CORRECTION LETTER #2 Development Permit Application Number D06-46 Petco —17200 Southcenter Py Dear Ms. Wig, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Ken Nelsen, at 206 431 -3677, if you have questions regarding the attached memo. Please address the attached comments 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. encl File No. D06 -465 City of Tukwila Department of Community Development Steve Lancaster, Director P:Vennitet.Correction Leken\2006\D06-465 Correction Ltr e2.DOC jem Steven Al. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 • Fax: 206- 431 -3665 Building Division Review Memo Date: February 6, 2007 Project Name: Petco Tenant Improvement, permit applications Application #: D06 -465 Plan Reviewer. Ken Nelsen, Senior Plans Examiner A follow up architectural Building Division plan review has been conducted on the subject permit application. Please address the following comments with revised plans and /or other applicable documentation. 1. The submitted Reflective Ceiling plans must be accompanied with a completed Washington State Energy Code lighting compliance form. The general lighting wattage is limited to the watts per square foot and switching found in W.S.E.C. Chapter 15. The lighting form information must be plan verifiable as required by W.S.E.C. Section 1141.1. 2. It must be demonstrated on plan details and /or the cross sections, how the building envelope complies with the requirements of Washington State Energy Code Chapter 13. Any Information presented on a State compliance form must also be reflected in the architectural design. Revise the plans necessary. 3. The Commissioning of HVAC systems has become an integral part of final building and tenant occupancy as required by Washington State Energy Code Section 1416.4.2.3. Consequently, the details of the Code commissioning requirements must be provided on the architectural general notes and reflected in the project specification. No further comments at this time. Tukwila Building Division Ken Nelsen, Sr. Plan Examiner January 9, 2007 Leshya Wig Wig Properties, LLC -SS 4811 134 PI SE Bellevue, WA 98006 RE: CORRECTION LETTER #1 Development Permit Application Number D06-46 Petco —17200 Southcenter Py Dear Ms. Wig, This letter is to inform you of corrections that must be addressed before your development permits) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Buildine Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely arshall hnician enc File No. D06 -465 City of Tukwila P:VennifeTCorrection Letters \2006\D06 -465 Correction Ltr p1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 Building Division Review Memo Date: January 4, 2007 Project Name: Petco Permit #: D06-465 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Suspended ceiling notes on page A8.3 make reference to outdated UBC Tables. In addition no reference was made for a 2" supporting closure angle. Please revise the plan to reverence the current IBC for the installation of ceiling suspension systems In seismic zone D2 and show supporting dosure angle specifications. (IBC 2506.2.1, ASTM C635 & 636 in IBC Chapter 35, & ASCE Standards 9.6.2.6.) 2. The plan shows an adequate number of accessible parking for the combined buildings; however the location for some accessible parking does not meet code. Show accessible parking specifically for the Petco store, where accessible parking spaces, including an accessible van space, shall be located on the shortest accessible route of travel from adjacent parking to the accessible building entrance. (IBC Table 1106.1,1106.6 & TMC Figure 18-7) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY ACTIVITY NUMBER: D06 -465 DATE: 04 -05 -07 PROJECT NAME: PETCO SITE ADDRESS: 17200 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: � (, Building Divisidri� 4 Fire Prevention Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PZI Incomplete ❑ Comments: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: REVIEWER'S INITIALS: Notation: Documents routing slip doc 2 -28-02 REVIEWER'S INITIALS: DATE: Planning Division DUE DATE: 04-10-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 05-08-07 APPROVALS OR CORRECTIONS: Approved E Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -465 DATE: 02 -27 -07 PROJECT NAME: PETCO SITE ADDRESS: 17200 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: BL.il�Jing I Ison Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 •' PERMIT COORD COPY "- PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 03-01-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required DATE: DUE DATE: 03-29-07 Approved with Conditions d Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -465 DATE: 01 -26 -07 PROJECT NAME: PETCO SITE ADDRESS: 17200 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DE �� la Buildi Di Public Works ❑ s..dERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete y Comments: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -2802 Incomplete ❑ Approved with Conditions❑ DATE: REVIEWER'S INITIALS: DATE: Planning Division E Permit Coordinator ❑ DUE DATE: 01 -30-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 02-27-07 Not Approved (attach comments)ff Permit Center Use Only CORRECTION LETTER MAILED: o , 1) Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:1 �"J ACTIVITY NUMBER: D06 - 465 DATE: 12 -14 -06 PROJECT NAME: PETCO SITE ADDRESS: 17200 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: n u6 'ilYii4 n P blic Works rqi, mot l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documentsrouling slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP b 11- Fire revention Structural ❑ Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DUE DATE: 12-19-06 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • No further Review Required DATE: • Plann �p�,�, kr !too* ing Division Permit Coordinator n Not Applicable ❑ DUE DATE: 01 -16 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 1r/ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg .'1 Fire ❑ Ping ❑ PW ❑ Staff Initials: j}(/" REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 'OS 1l- IU S Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 'OS 1l- IU S Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 'OS 1l- IU S Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 'OS 1l- IU S Summary of Revision: ! Summ: of Revision: ,, „ Mgr grar 1 , , , „ S t war, t17 3 Received by: f 1 1 WtA REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: Itilk SITE ADDRESS: 11 ebatil REVISION LOG PERMIT NO: VtA -(eS ORIGINAL ISM DATE: 03°1.0- (please print) (please print) (please print) (please print) (please print) • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: \PI" ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Ds Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 64 161 \applications\fonns- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: bac- k1 os t{z-a T Project Name: ( 6111 1 014016.0k. J � Project Address: ‘ k� / o 7SG�I I t•u_e.�.t. —_ 'fv g; Contact Person: l4,s ' lJ I Phone Nu l m (' CIy/ — g 8e / Summary of Revisio `G � Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision LA,.4.. Steven M. Mullet, Mayor Steve Lancaster, Director CIT APR 0 5 2007 PERMIT CZ.I; i E:; Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: 2 /2:4-/o1 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 Plan Check/Permit Number: "Tyr k ' ( Steven M. Mullet, Mayor Steve Lancaster, Director ❑ Response to Incomplete Letter # 12 Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: So wwp t ° ' Se e Project Address: \ Sc Qr1Cw Contact Person: `ed5_ LA-5 v Phone Number: 4 125/ 51 - Summary of Revision: � taro&t— 10 Cnna"Mfl\ I —t' 44 2- CIT of ri m ItA FEB 2 7 20071 PERMIT CENTE Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ( 4 a , I i s a ! . I Entered in Permits Plus on 0 1 lapphcauoroUorms- applications on line revision submittal Created: 3 -13 -2004 Revised: 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: pttp : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4,a(0 It Plan ChecWPermit Number: ❑ Response to Incomplete Letter # _ Response to Correction Letter # I ▪ Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Exau iner Project Name: la v J 9.4∎L AA. - Project Address: rig-CO Contact Person: Received at the City of Tukwila Permit Center by: i T h Entered in Permits Plus on UA %apphcations\forms-applications on 1=46-vision submittal Created: 8-13 -2004 Revised: - A Summary of Revision: Cfrecj► - h EP, (i1 Dole- 45 Steven M. Mullet, Mayor Steve Lancaster, Director CITY OP M W tL . JAN 26 2007 tt : F `. � P Phone Number: ` Z — 3 I — Sc'� `t' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision x xd x x x x x x x x x xc x x x x x x x x x x x x x x x x x x x x x x x x x x x x x