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HomeMy WebLinkAboutPermit D07-461 - WESTFIELD SOUTHCENTER MALL - ESCAPE OUTDOORS - TENANT IMPROVEMENTESCAPE OUTDOORS 817 SOUTHCENTER MALL D07 -461 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 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.: D07 - 461 Occupant /Tenant: ESCAPE OUTDOORS Building Address: 817 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 41 D A THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityif Tukwila Parcel No.: 6364200010 Address: 817 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: ESCAPE OUTDOORS Address: 817 SOUTHCENTER MALL , TUKWILA WA 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: YEN NGUYEN Address: 105 S MAIN ST, STE 323 , SEATTLE WA 98104 Phone: 206 624 -4222 Contractor: Name: MARKET CONTRACTORS (WA) LTD Address: 10250 NE MARX ST , PORTLAND, OR 97220 Phone: 503- 255 -0977 Contractor License No: MARKECW066NU DESCRIPTION OF WORK: TENANT IMPROVEMENT: CONSTRUCTION OF NEW RETAIL SPACE. doc: IBC -10/06 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D07 - 461 Issue Date: 05/13/2008 Permit Expires On: 11/09/2008 Expiration Date: 09/13/2008 Value of Construction: $106,000.00 Fees Collected: $2,105.97 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D07 -461 Printed: 05-13 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and d governing this work �� e complied Signature: City oriTukwila 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 Print Name:\, L � \ KID GL L- Date: Private: Public: Permit Number: D07 -461 Issue Date: 05/13/2008 Permit Expires On: 11/09/2008 Date: (7511 191 n ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether sp - • ed herein or not. The grantin• o ' does not presume to gi ' e _ 'ty to violate or cancel the provisions o any o er state or local laws regulating constructio ce ofprk. I - u o ; • sign and obtain this development _ � 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -461 Printed: 05-13 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 817 SOUTHCENTER MALL TUKW ESCAPE OUTDOORS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 14: ** *FIRE DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -461 ISSUED 12/13/2007 05/13/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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. 5: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: 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. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof'Iukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: 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. D07 -461 Printed: 05-13 -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.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 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) 17: 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 5 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 (1067 mm) 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) 18: Fire extinguishers shall not be obstructed or obscured from 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) 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 0.375 inch (9.5 nun). Signs larger than the minimum established in section 1011.5.1 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 1011.5.1) doc: Cond -10/06 D07 -461 Printed: 05-13 -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.ci.tukwila.wa.us 27: 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) 28: 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) 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: 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) 32: 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) 33: 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 #2051. 34: Local U.L. central station supervision is required. (City Ordinance #2051) 35: 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 #2051) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 D07 -461 Printed: 05-13 -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.ci.tukwila.wa.us 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond-10/06 D07 -461 Printed: 05-13 -2008 doc: Cond -10/06 s.I 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 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 pe 't does not presume to give auth construction or the p ce of work. CQ . Signature. r Print Name: N t to violate or cancel the provision of any other work or local laws regulating 007 - 461 Printed: 05-13 -2008 CITY OF TUKWILi Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. 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 ** SITE LOCATION s cr)..t e.v. /►P Site Address: n Tenant Name: 5 � D 6 LA �7SY' $ Property Owners Name: 1 o S44 L. CIO Cash s Mailing Address: 170 P.e- .L4/ t _P S Met Name: / �Pi4t / . %tJ U P 1 Mailing Address: /65 S. Mr :,,L S3. V tie- 32 S E -Mail Address: \ RO LL otik_ 4i` e-e1S • Cols, Building PeriNo. VD1 "� ( Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No..:(v 2 - COI Suite Number: 1 Floor: New Tenant: F.N Yes ❑ ..No Company Name: g„,iIUci,„ , ` J� I. A Mailing Address:10 S. CU:4. S4'. c1 4:01-e ? 23 Contact Person: I'. 7)-t, ii Lk AU. E -Mail Address GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: CAIL City A State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 2.06- 6 2M - L/ 2 2. Sp -k rw ggioy City State Zip Fax Number: 7 c4- 6.2.4 — 4 2 2 6 Company Name: N /A Mailing Address: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record p 4 4414 , w a 99 I a ii City State Zip Day Telephone: 206 4, 2 4- q 2 2 7 Fax Number: 2.6 - 2.. 1 4 — y 2.2. t ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: /U / A Mailing Address: Contact Person: E -Mail Address: Q :Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State 9 00 Zip Zip Zip City Day Telephone: Fax Number: Page 1 of 6 I.:BUIL' DING PERMIT INFORM ; ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): rP4 . (y, .t Will there be new rack storage? 1 Yes Existing Building Valuatjon: $ 0.. 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 It): 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: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: a Sprinklers V Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes r( No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Forrs- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 026 5F' " 11 - ,,,,,�, M -Q-� cli 2" Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck I.:BUIL' DING PERMIT INFORM ; ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): rP4 . (y, .t Will there be new rack storage? 1 Yes Existing Building Valuatjon: $ 0.. 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 It): 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: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: a Sprinklers V Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes r( No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Forrs- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 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. Signature: 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. BUILDING OWNER OR AUTHORIZED AGENT: Date Application Accepted: rl112lv1- Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: / 2 // S. v Print Name: y eAi (� • lit Day Telephone: 26 - 6,2`' t- ` Ir 2.2 2 Mailing Address: /n 5 . MIA ;A" 554-. cji tP 32 3 .a2 14¢ G0Iii� q 8 y City State Zip Date Application Expires: at ( [o71 ,91 Staff Initials: Page 6 of 6 12/14/2006 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for [Escape Outdoors], Tukwila Permit No. 17 ' r l is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Divisio This condition is hereby acknowledged by: Tit ' Acknowledgement to be signed by the responsible officer of the tenant 1ek o Tenant Name: Escape Outdoors DEC 13 2007 :, 1.4rCENTER Receipt No.: R08 -01600 ACCOUNT ITEM LIST: Description City of Tukwila Payee: MARKET CONTRACTORS, LTD. 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 75674 1,278.12 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D07 -461 Address: 817 SOUTHCENTER MALL TUICW Status: APPROVED Suite No: Applied Date: 12/13/2007 Applicant: ESCAPE OUTDOORS Issue Date: Account Code Current Pmts Payment Amount: 81,278.12 Initials: JEM Payment Date: 05/13/2008 01:24 PM User ID: 1165 Balance: 80.00 1,273.62 4.50 Total: $1,278.12 2356 05/13 9711 TOTAL 1278.12 doc: Receiot -06 Printed: 05-13 -2008 Doc: RECSETS -06 RECEIPT NO: R07 -02752 Initials: JEM User ID: 1165 Payee: URBAN TRADING, LLC SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 D07 -461 827.85 D07 -462 45.88 EL07 -780 184.50 M07 -276 70.97 TOTAL: 1,129.20 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT 000.345.832.00.0 184.50 000/345.830 944.70 TOTAL: 1,129.20 Payment Date: 12/13/2007 Total Payment: 1,129.20 SET ID: S000000920 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 1001 1,129.20 TOTAL: 1,129.20 Account Code Current Pmts 5996 12/13 9710 TOTAL 1129.20 COMMENTS: Pr ,u11 c l) e / >4e . D02 ad- eY >9.� 4- 4 to m • k �} r, ��t P 1�, tie_... u.l, -/ 1 be_ c i f i,,2 —, , -/ i 2 ), 7 (y ;hie. , /i'f 67 ,:. 7 ,1„ • (l..X 6 tie- e < /2 to 71,-,,, A kJ f I 4 _ft (-v a, r/ -e if, "'ti [4 /J /h 1'4 P.-pl. Special Instructions: Project: Type of Inspection: fr / a 4 / \,.._, Address: /i'f // Date Called: Special Instructions: Date Wanted: 7/2 / /13,h7 a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 67 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: D07- va 9") IDate: 7% V /e) $61) OA 1 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `Receipt No.: (Date: �9 Project: 45ea. pe Otk+efOor5 Type of Inspection: .— f r . 44. Address: 27 n / Date Called: Special Instructions: Date Wanted: 7 / 1 1/4 ir p a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41 04 to El $60.915 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 3' �:?. -�' mss` _. Yom: i 4'".l: j'�,, . -710-;.4t41;4# a 1 Do - 96/ Project: F O.-t'5 Type of Inspection: 50/lead ei , 1,i, Address: el2 11411 Date Called: Special Instructions: Date Wanted: Requester: Phone No 5:9> L i Pi 77 Q 12 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 17 $6 1 . EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa". t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 -4 cpreadee L e5 (V) 1A05ec Ur ern45 -+ is &vet c<i leaf% IDateW3/nse r eceipt No.: 'Date: S . . : Project: Q (f)/7;0405 Type of Insp ction: J c 'mo 7:A6 j--ti✓/g Adde / 7 / 11/9/ / Date Called: Special Instructions: Date Wanted: (kW. — / 3 - 0(6: p.m. Requester: Phone No: 36' 6) - f? -3Z , 3 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 to Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r ifte (Inspector: 'Date: // v JJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: 7 Proje� • /2iT 77) /,LetOes of In to y 7 //v6 A s , /1"// Date Called: Special Instructions: Dat�yYanpe� % / am, C Requester: P e 1 d - 85b 323 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: I`t a d J/ /1 ccvt el -11.) 4ru n� Approved per applicable codes. ❑ Corrections required prior to approval. 'Inspector: (Date: ‘Ahe J $6 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: z)f-7-/-/6/ Project: / / a. / 3 e. au/4 �6: n: , Type of Inspection: Fa it Address: 7 Ned/ Date Called: Special Instructions: Date Wanted: �. 6 49/00 l p .m� Requester: Phone No :$60 x,5,6 39293 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT 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: C A-0C -e (Inspector: El $60.00 paid at 7 NSPECTION FEE REQUIRED. Prior to inspection, fee must be 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: I Date:/ zo,s, Pro' t 5C i 6pe 01 i TDvz2s Ty o f Inspection: 2� llV e...0 Ad Date Called: , A (' Special Instruction Date Wanted: _ —� Q L: a,�.m.� 'L "' Requester: Phone No: (e) - � -325 ))67u6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670\ LI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 'Receipt No.: 'Date: El $58.0tEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. El Corrections required prior to approval. // COMMENTS: jJ 0 Q r e -- 4/.I.I / S fir/ .4, jrd /, 'of OK 0 i 14'41/ — t? < Inspector: 'Date 4/5/0 V Project: T Type of Inspection: eewlin� Address /, fl � D Date Called: Special Instructions: D Date Wanted: I, , ,/ a a--1:61,_ INSPECTION NO. INSPECTION RECORD Retain a copy with permit D07 W PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4/4 u" PLiii a i , Flo � 1a f hgi e. Date: 6 /2 / Dcr/ J $60.0,('f FEE REQUIRED. Prior to inspection, fee must be paid Mf 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: •8 Project: / �/'� 47� '' 11 CJ�� PS Type of Inspection: �e�6 Ass: 40 ,7 / Date Called: Special Instructions: Date Wanted: Z. -e98 m • Requester: Phone No: o PSC 32i a07-y6r INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IiL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: // 'Date:4 / / $58 p FEE REQUIRED. Prior to inspection, fee must be pal: at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: INSPECTION RECORD Retain a copy with permit Date: Project: . ..... SC of Inspection: � B Address: / / 7 /1?,4 Date Called: Special Instructions: Date Wanted: / � r a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit D07- V6( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Pj/ PG�1j 47 ctd7O e7«tr f tine -- 'Inspector: EINS dz :5 Date: � ?/ e 0 $58. PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro'ect A A P6 �A�i QC Type of Ins ection: Fi �krnn --(4, [� � A ss: —. Date Called: Special Instructions: Date Wanted: a 7 1 -©° C �.'. � v Req er: Phone N9.../..4 '11Y2 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: p /^ Cntr;anr a(A A (kw i l toot. ills $58.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: Date: Project: Al::. P_SO l r Type of Inspection: / *Fit 1 &.) C i. Address: e mgr( Date Called: Specia Instructions: _ Date Wanted: a. Requester: Phone No: 'R —L iss 772 2- Inspector: INSPECTION RECORD Retain a copy with permit D R - Yet INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: L /P.C/4"r't eetA r •i),l c ct_r tee/ riot" -4 4, 6ffiAa Date: f y 4fr-- $ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule rejnspection. 'Receipt No.: 'Date: Project: 1 c -iie 9'J/A1($ Type of Inspection: r - hh Address: 5R7 M'rf Date Called: Special Instructions: Date Wanted: 5 7-15- a.m. P.m. Requester: Ci:'Fr Phone No: 5 ( i$ J 77 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9o7 - I PERMIT NO. (206)431 -3670 M Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 52 _ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: F cot PT ype � -,- c_.S of InspNction: c ice,., ( a�-� Address: gr.? Suite #: S C • Contact t Person: Special Instructions: Monitor: Phone No.: Needs Shift Inspection: Y Sprinklers: Fire Alarm: }- Hood & Duct: N Monitor: 6,,,,,,, led, A it/ Pre -Fire: tJ Permits: tv aN -c ` Occupancy Type: /\'\- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 V pproved per applicable codes. n Corrections required prior to approval. COMMENTS: 'C'1 (LC- Inspector: I Date: 7l/ Y/A Hrs.: t n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc , 1/13/06 T.F.D. Form F.P. 113 Project: gccA 0(4 A Sprinklers: Type of Inspe ion: 4., ( 1.-J 5P ec:N Pr c. ph2 tM c&, . ;�-o Address: g i -, 5�,C , pvl Suite #: L..... Contact Perso : Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: ' Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre - Fire: Permits: Occupancy Type: INSPECTION NUMBER I Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 0% -- of f D)'7- Lf 6 1 1 -amt PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 - Corrections required prior to approval. COMMENTS: SP 7.) A' L J to,kL - o Date: ', / 7/08 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: Es 414 tv� o 1 ,e__s Type of Inspection: Monitor: Pre -Fire: Address: 2t ^7 Suite #: S, C . rvYA- L-4-- Contact Person: Special Instructions: Phone No.: 3 5 3 3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT o' 4 -as PERMIT NUMBERS Corrections required prior to approval. COMMENTS: A00 s b g-' I S\ i‘L L o Au.c) ; (9 Inspector: / 51 Y Date: "/-7/ Hrs.. . 1 A-(,Jn $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: t.. Ap () t)b / tY I a-rJ4 f4 Type of Inspection: S P 2 t pA ie--t g---- Address: Q 14 e, , e . iM Suite #: Contact Person: Vi e '-Prt17 Special Instructions: Phone No.: 42c - FYI_ o\ocQ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit - Doi -S 02 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: — r k e A C k N C7. -A —c t-1 D Date: y/3 Mpg Hrs.: Z Inspector: 9 IA /, t , $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project Info ProjeCt Address Escape Outdoors Date ' , - f � � 1160 Southcerrier Mall For Budding Departrnit U {- L- CODE COM t �e ; "'� JAN ( TukwIla WA 1816a Applicant Name: D.StephanoConsulting, Inc Applicant Address: 170 Bellevue Square Bellevue WA, 88004 Applicant Phone: (452)467.6643 Location (floor /room no.) Occupancy Description Mowed Watts oer ft " Area in ft Mowed x Area Main Floor Retail 1.5 1422.7 2134.1 Main Floor Office 1.0 365.3 365.3 Main Floor Additional Retail Allowance (per WSEC 15-1 fn#10) 1.5 1485.7 2228.6 L4 Hanging Pendant -1L IOW 6 50 300.0 La 2X4 recess prismatic 2-f32T8 5 60 300.0 La Compact Fluor Downtight - 26W TRT 1 26 26.0 •• From Table 15-1 (over) - document all exceptions on form LTG -LPA Totals 3273.7 4727.9 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed L1 Adjustable Downtight -1L 50W MR16 8 50 400.0 L2 Adjustable Quad Downhght -4L SOW MR16 8 200 1600.0 1.3 Hanging Pendant - 3L 6OW 3 180 540.0 L4 Hanging Pendant -1L IOW 6 50 300.0 La 2X4 recess prismatic 2-f32T8 5 60 300.0 La Compact Fluor Downtight - 26W TRT 1 26 26.0 L7 3'41" Ruor Strip 1L.F25T8 4 28 112.0 La 4.O' Fluor Strip 1 L -F32T8 2 30 60.0 Ls LED Strip Cove Lighting 1 42 42.0 XP White Polycarbonate Exit Sign 2 5 10.0 XL Surface mount emerg "Bug Eye" Wall pack 2 11 22.0 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 3412.0 2006 Washington State Norresider6ial Energy Code Compliance Forms Maximum Allowed Li tin Wattage (Interior Proposed Li tin Wattage Uo7- yu FILE COPY Lighting Summary Project Description Compliance Option 0New Building ElAddition ©Alteration Refer to WSEC Section 1513 for controls and commissioning requirements. © Plans Included City Of C ° [�IJILDI 172) O Prescriptive ©Lighting Power Allowance ElSystems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) [JNo changes are being made to the lighting Less than 60% of natures new, installed lighting wattage is not increased, and space use is not changed FOR PLIANCE VED 2006 kwila ]VISTON Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-6), number of lamps in the fixture, and ballast type (V included). For track lighting, list the length of track (in feet) in addition to the fixture, lamp and ballast Information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Matitral 4NCOMPLETE uLG 2' 02007 T R# thiviii "I" CENTER may also be used. For track lighting, list the greater of actual Iuminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting note section and exception number and leave Watts/Fixture blank. REC NVE DEC 202007 PERMIT CENT& Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location FPT -1 TITUS DTQS -6 5 KW 1400 Econo Ceiling FPT -2 TITUS REC HIVED 300 Existing 100.000 FPT - 2 TITUS DTQS - 2 300 Econo Ceiling Existing PERMIT CL TCR e Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP HP /BHP Flow Control Location of Service N/A FPT -1 TITUS DTQS -6 5 KW 1400 100.000 FPT -2 TITUS REC HIVED 300 100.000 CIiYOF TUKWIIA DEC 13 2007 PERMIT CL TCR e Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency FPT -1 TITUS DTQS -6 5 KW 1400 100.000 FPT -2 TITUS DTQS -2 1.5 KW 300 100.000 Project Info Project Address Escape Outdoors at Southcenter Mall Date 12/12/2007 14060 Southcenter Parkway For Building Dept. Use Tukwila, WA. 98188 -2886 Applicant Name: DeStephano Consulting, Inc. REVIE F CODE COMPLIAN Applicant Address: 170 Bellevue Square Bellevue WA, 98004 Applicant Phone: (42s) 467 -6643 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM Revised July 2007 E Project Description Briefly describe mechanical system type and features. 0 Includes Plans Tenant improvemenktiF n nal Units and c � rm1t Noa uctwol j\ Q/ Of Tukwila tai Drawings must co notes requireing compliance with commissioning requir e x .rr. - t . I 1DI ISIP r y t „ vj ,• V .a j^+ � u �'►��f !i t" 4 r°' . `! C::'.�7 oat.. Simple �isteh1 Qtomplex System, Systems AntifySis I. (See Decision Flowcha (over) for qualifications. Use separate MECH- SUM .for simple & complex systems.) Compliance Option Equipment Schedules The folioing information is required tabe incorporated With the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. t lf available. 2 As tested according to Table 14-IA through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? 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 Only No 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Yes — otal Ca . wo economize <240,000 Btuh or 10°%? Heating/Cooling or Cooling Only Yes " Reference Section 1423 T Use Complex Systems (section 1430) I (Complex Systems I Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical - Complex Systems 2006 Washington State Nonresidential Energy Code Compliance Forms Checklist MECH -COMP Revised July 2007 Project Address Escape Outdoors at Southcenter Mall Date 12/12/2007 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component f Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup 2006 Washington State Nonresidential Energy Code Compliance Form no is circiea for any question, proviae explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. C Start Here ) Section 1432.2.2 Hot Water Supply Temperature Reset Required Section 1411.1 Equipment Efficiency Shall Meet Tables 14-1A through 14-1G Yes l 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input >_ 225,000 Btuh then 1412.8 Modulating or Staged Combustion Controls Required Yes 1411.1 0.75% Maximum Jacket Loss Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Section 1432.2.1 Supply Air Reset Controls Required No 2006 Washington State Nonresidential Energy Code Compliance Forms Yes 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - Complex Systems (back) MECH -COMP Section 1438 50% Effective Heat Recovery Required I Yes • I Yes No No DONE Yes♦ Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air No—• V Section 1433 Economizer Required Section 1437 Motors Must Meet Efficiencies in Table 14-4 Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Revised July 2007 Open Motors Cl osed Motors 3,600 I 1,800 I 1,200 3,600 I 1,800 I 1,200 Efficiency ( %) Efficiency ( %) - 82.5 no 75.5 825 80.0 82.5 84.0 84.0 825 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 924 91.7 91.0 924 924 91.0 924 91.7 91.7 93.0 93.0 91.7 93.0 930 92.4 93.0 93.0 924 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 • Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 20 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2006 Washin ton State Nonresidential Ene • Code Corn • !lance Form Escape Outdoors at Southcenter Mall Type (open /closed) Description of Application or Use Date For Building Department Use Synch. Speed Revised July 2007 12/12/2007 Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Project Address Escape Outdoors at Southcenter Mali 'Date 12/12/2007 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.) I Code Section 'Component Information Required Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& cig. List heat pumps on schedule n. a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans mi . o yes 1412.2 Deadband control Indicate 5 degree deadband minimum SPECS n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types EXIST n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans SPECS 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule EXIST 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule EXIST 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 cig load & water econoe & cig tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary Ml . 0 yes 1414.2 Duct insulation Indicate R -value of insulation on duct Mi . 0 n.a. 1415.1 Piping insulation Indicate R - value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan SPECS yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing SPECS yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training SPECS yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report SPECS n.a. 1434 Separate air sys. Indicate separate systems on plans I Mechanical Completed and attached. Equipment schedule with types, Summary Form linput/output, efficiency, cfm, hp, economizer l l SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n. a. 1441 Elec. water heater Indicate R -10 insulation under tank n. a. 1442 Shut -off controls Indicate automatic shut -off n.a. 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 If "no" is circled for any question. nrnvide avetanatinn! 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14-1A through 14-1G. If a nationally recognized certification program exists fora product covered in Tables 14-1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (85 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) ore flue damper. A vent damper is an acceptable aiternsative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with Input ratings > 225,000 Btu/h (85 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (cap may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. Ate minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy„ special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut-Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,828 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets In the first stir and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412i Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 R2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cim. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is kiss than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shag be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. Far this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity„ entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 85,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 248 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cim. This refers to the system cfm serving rooms with stand atone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 itches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating Interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 dm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14-1A through 14-1G. If a nationally recognized certification program exists fora product covered in Tables 14-1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (85 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) ore flue damper. A vent damper is an acceptable aiternsative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with Input ratings > 225,000 Btu/h (85 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (cap may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. Ate minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy„ special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut-Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,828 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets In the first stir and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412i Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 R2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cim. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is kiss than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shag be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. Far this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity„ entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 85,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 248 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cim. This refers to the system cfm serving rooms with stand atone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 itches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating Interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 dm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start lime of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1416 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -8. Exception: Piping installed within unitary HVAC equipment Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Project Name: Escape Outdoor Prepared by Air System Sizing Summary for Office/Storage 12/03/2007 0320PM Air System Information Air System Name Equipment Class Air System Type Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM ..... Individual peak space loads Central Cooling Coil Sizing Data Total coil load 0.9 Total coil load 11.3 Sensible coil load 8.5 Coll CFM at Feb 0000 .456 Max block CFM Sum of peak zone CFM Sensible heat ratio ft BTU/(hr-ft Water flow @ 10.0 °F rise Central Heating Coil Sizing Data No central heating colt loads occurred during this calculation. Supply Fan Sizing Data Actual max CFM Standard CFM Actual max CFM/ft Outdoor Ventilation Air Data Design airflow CFM CFM/ft FILE, COPI1 Permit Mar revie spprovat str;),;,-L, w - • 14'4:Ng e..- c' constructor+ Vey --" r ; Hourly Analysis Program v.4.3 Office/Storage UNDEF SZCAV 456 _.456 0.751 531.2 22.6 2.26 Tons MBH MBH CFM CFM CFM 411 456 CFM 449 CFM 0.91 CFM/ft .0 CFM 0.00 CFM/ft Number of zones Floor Area Location Calculation Months ...Jan to Dec Sizing Data ___ . __Calculated Load occurs at Feb 0000 OA DB / VVB _ 55.8 / 50.0 Entering DB / 77.3 / 66.8 Leaving DB / WB 59.8 / 58.8 Coll ADP 57.9 Bypass Factor 0.100 Resulting RH . Design supply 58.0 Zone T-stat Check 1 of 1 Max zone temperature deviation 0.0 Fan motor BHP .. Fan motor kW Fan static CFM/person 1,4 _ 0.00 CFM/person 1 500.0 ft Seattle IAP, Washington 'F 'F °F °F °F OK °F 0.00 BHP 0.00 kW 0.00 in wg RECEIVED CITY OF TUKWILA DEC 1 3 2007 pEtiivilT CENTER P01- LNI Page 1 of 1 4< . : -Lt::. . P.I-I :�.,. �:. ,`r: �;t:;�=�;,,� y ^ y ,? .. t `� :....•f.. `" >�u %�:' :�E;�..�1�a�,�r.001;�1G Y'l:,'-1, .r Tll�t . �.��wR1.�?N t�A G!•`': =: •- ' j. -Y� •� .,. ?• �.tMQ QL]�Jta:�?A. `:80t)0 • • '�.YII � 'D� �SS.8'F 50.0'F -� B.. ! _ {_�, A�pES HTG� �7t1 �►: B .Q`' 1NB 19.2 G� Y `23 / . . key .. �. . .,.. ... ... :i :.. •, 1. ... �: #7.04„i10 �.S :�r . , �' . ".,<... , i ;pia is . . � _ '. ;Sensible -. `( " Latent B (Til/Fj� :: ;= , ;= s> -; 1 . - .;�:- �;beta.ts. Sensible . (B l'�l�u� : t .. � Window & Skylight Solar Loads 0 ft' 0 - 0 ft - - Wall Transmission 0 ft • 0 - 0 ft 0 - Roof Transmission 0 ft 0 - 0 ft2 0 - Window Transmission 0 ft 0 - 0 ft2 0 - Skylight Transmission 0 ft 0 - 0 ft 0 - Door Loads 0 ft 0 - 0 ft 0 - Floor Transmission 0 ft 0 - 0 ft 0 - Partitions 0 ft 0 - 0 ft 0 - Ceiling 0 ft 0 - 0 ft 0 - Overhead Ughting 600 W 2047 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 600 W 2047 - 0 0 - People 8 2240 2180 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 30%130% 1900 648 30% 0 0 ,§.1+744!. Loa �.. �- :::.... Z one. d '' " 8234 2808 _ ' rs ";'s' 0. Zone Conditioning - 8486 2808 - 0 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 456 CFM 0 - 456 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 456 CFM 0 - 456 CFM 0 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - ta . S Loa -. ...... tti 0 Central Cooling Coil - 8486 2809 - 0 0 Central Healing Coll - o - - 0 - * *:.Total .Conditioning . ' : `•. • •' : . ' " ': .. :.: `L488 °?Z8'09; >�: , : .v'_, :. : .:: _ .= fj; _ "tl aoa ds=�:. : :; :•' , � ce:`.• : . . • R ittve'va ues•ari ct ao :r� e ues are .loads N ve M. ; "�t ! '" ve values�a" ? ti `r.: -�N 've values ate' af i c . Air System Design Load Summary for Office /Storage Project Name: Escape Outdoor Prepared by: 12/03/2007 03:16PM Hourly Analysis Program v.4.3 Page 1 of 1 ..........:::, ' -. • •" ':• aBi0.04-�AoMPO[ ANT :LOADS FOR SPACE :".: offiae>StorA9e * •:.NZONE ne':: :.::," :.:�.''•::.�::;:.::.: -: ::;: :` ^COO :.:,,....:•:..,...:,::..... ':''•'.HEATtN:Ct CQOLI ' :. .: 0401 LNG OA • DS: ; N 6:' 6 4: • .. F1 1 414 T. • • OCCUPIED ' T STA : 5 0 -'F: - • HEATING .DATAj1Tt�� K7'G:'. : , MATING CIA ,. . : / 41 • - . OCCUPIED T-ST - - ' 'F .... ...,ant ::': -�: - .....: ......... '..,. i Sensible . �: Latent : ; :....; -- '.- ......... - : si1 �i ae latent S p ' ' . • .A4C� .:.. ': • (BTUlhr) D .. - TU/ - Details , = �::: � (BTUThr) Window & Skylight Solar Loads 0 ft 0 - 0 ft - - Wall Transmission 0 ft 0 - 0 W 0 - Roof Transmission - 0 ft 0 - 0 W 0 - Window Transmission 0 ft 0 - 0 ft 0 - Skylight Transmission 0 ft 0 - 0 W 0 - Door Loads 0 ft 0 - • 0 ft 0 - Floor Transmission 0 ft 0 • 0 ft 0 - Partitions 0 ft 0 - 0 ft 0 - Ceiling 0 ft 0 - 0 ft 0 - Ovethead Lighting 600 W 2047 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 600 W • 2047 - 0 0 - People 8 2240 2160 0 0 0 Infiltration - 0 0 - - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 30% / 30% 1900 648 30% 0 0 ' Totat jone "Loads :.;':` ' :.:.:;' . i`;:: :`::. ..... . ' :: ti235 2808 ..... 0 0. ' ` ` "t : TABLE :1 :1 B. - % ; NVE :OPE LOADS FOR SPACE . Office/Storage" °1N ZONE " Zone 1 " :.:�.''•::.�::;:.::.: -: ::;: :` ^COO COOLING ':''•'.HEATtN:Ct -Valu( Shade TRANS SOLAR TRANS: : ; :....; -- '.- ......... ' (tt2) (BTU/(hr ft'-' F)) . Gaeft .... `s(BTUThr) ': • (BTUlhr) : °':::: {BTUIhr)i Project Name: Escape Outdoor Prepared by: Space Design Load Summary for Office /Storage 12/03/2007 03:10PM Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: Escape Outdoor , Prepared by Air System Sizing Summary for Retail 12/03/2007 03:12PM Air System Information Air System Name . Retail Equipment Class _ UNDEF SZCAV Air System Type Number of zones 1 Floor Area .1485.0 ft Location . Seattle IAP, Washington Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months ___________ ........... ______Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load . 3.6 Tons Load occurs at . Jan 2100 Total coil load .. _42.7 MBH OA DB / WB _ .58.2 150.4 'F Sensible coil load _ 28.8 MBH Entering DB / WB 77.3 / 67.7 °F Coil CFM at Jan 2100 . 1541 CFM LeravIng DB / VVB 59.8 1 58.9 'F Max block CFM 1541 CFM Coil ADP 57.8 °F Sum of peak zone CFM . 1541 CFM Bypass Factor 0.100 Sensible heat ratio 0.674 Resulting RH 61 % ft 417.2 Design supply temp. .58.0 'F BTU/(hr-ft 28.8 Zone T-stat Check ..1 of 1 OK Water flow a 10.0 'F rise . 8.55 gpm Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data No central heating coil loads occurred during this calculation. Supply Fan Sizing Data Actual max CFM 1541 CFM Fan motor BHP 0.00 BHP Standard CFM 1516 CFM Fan motor kW 0.00 kW Actual max CFM/ft 1.04 CFIWft Fan static 0.00 in wg Outdoor Ventilation Air Data Design airflow CFM ...... _ . 0 CFM CFM/person .0.00 CFM1person CFM/ft 0.00 CFM/ft Hourly Analysis Program v.4.3 Page 1 of 1 ;..:::::::.> ,41M;•• :..":•. ' DESIGN..0000NG ; : ;: ` ' : - •: - ` • DESIGN HEAXfN G;:_":. :::::; ::,., ; :.ti , . ,. OQO( CG DATA AT Dart Z1Q0 OOOUNG DB f-50.4 HEATIN 'DATA .. ..TOE • HEATING O A /;WB % °23.0 'T '.. • x . ..... ; ZONE LOADS ° ' : z { ; K .. .: D etails. 1$tU1hrj . ' (BTUthr) • • ..Details : ° 4B1V/h j Latent - :. (BTi)ihr) Window & Skylight Solar Loads 0 ft 0 - 0 ft - - Wall Transmission 0 ft 0 - 0 ft 0 - Roof Transmission 0 ft 0 - 0 ft 0 - Window Transmission 0 ft 0 - 0 ft 0 - Skylight Transmission 0 ft 0 - 0 ft . 0 - Door Loads 0 ft 0 - 0 fie 0 - Floor Transmission 0 ft 0 - 0 ft 0 - Partitions 0 ft 0 • 0 ft 0 - Ceiling 0 ft 0 - 0 ft 0 - Overhead Lighting 2228 W 7600 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 1000 W 3412 - 0 0 - People 33 10395 10725 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 30% 130% 6422 3218 30% 0 0 Total Zone Loads: ,;:.? a'4Ml.v-:';`, fi - 27829 13943 0 0 Zone Conditioning - 28768 13943 - 0 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 1541 CFM 0 - 1541 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1541 CFM 0 - 1541 CFM 0 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - ota A tern'Loads .:. •28768 ;" ,.::. :: t. 3943 0 . 0: Central Cooling Coil - 28768 13944 - 0 0 Central Heating Coil - 0 - - 0 - » TotalCondltionin ...:. 9 "� " €::- ;':r ,. . . . ..... . .... : � - , 28768 13944 =0 0 Ke y. :. Positive values are a loads g . , Negative values.are htg loads Positive *AO* ht, :loads tf. :; °: _::, , .Negative values:are;cig loads Project Name: Escape Outdoor Prepared by Air System Design Load Summary for Retail 12!03/2007 03:12PM Hourly Analysis Program v.4.3 Page 1 of 1 Ni:,:r., - ��,ZrABLE 1.1A COMRQ111Et ±IT- ;1r;}AL`ikf!0l3APACE Retail ,•;1�1'.aZ0 1dc`�.+.'�togiQ 1 •.:.::::`:�''>�'�'::; ,.s.. _ • td NG" _ :.: f:;:�N�'�„`� r;;�:' =:�E$IGN HEATIu/! .... 4: ".' ,.. - .... a <,:.. 2 • COOLING, DATA AT 2300 Jan . :' �DESIC,N' COOLWG. o aoB ► OCCUPIED S• OCCEJ T-STAT 7 " ` , � r F. �Ttt�j{ 1�Y ; QA:aB� / wB:2sb:�'Ja:3 .�:...:�: C DES H7 TAT 70.0 'F:'� Sen ; . Latent . HEATING , �S snsibte ':T;at ., r� -� -. SP LOADS '.' =:~ r =Q;`. SPACE ...: <;�.L,,.; >__.:�:: ' -.. Details - �•.(BTUAtr) ' - (B,�}ir), k r:<. >_ . ..,.... : •zbetails (BTL!/till `: _... ''(BTru/hr) Window & Skylight Solar Loads 0 ft 0 - 0 fr - Coeff: Wall Transmission 0 ft 0 - 0 ft2 0 - Roof Transmission 0 ft 0 - 0 ft 0 - Window Transmission 0 ft 0 - 0 ft2 0 - Skylight Transmission 0 ft 0 - 0 ft2 0 - Door Loads 0 ft 0 - 0 ft2 0 - Floor Transmission 0 ft 0 - 0 ft2 0 - Partitions 0 ft 0 - 0 ft 0 - Ceiling 0 ft 0 - 0 ft2 0 - Overhead Lighting 2228 W 7600 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 1000 W 3412 - 0 0 - People 33 10395 10725 0 0 0 Infiltration 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 30% / 30% 6422 3218 30% 0 0 >t T0ta12o6e: cads t:.- -., .<. �I. � ' • �'> 3943: .::4 r �.: T.n" Project Name: Escape Outdoor Prepared by: Space Design Load Summary for Retail 12/03/2007 03:12PM Hourly Analysis Program v.4.3 Page 1 of 1 :;TABLE.1 1.8.. ENvaGEE L(QADtFORGPAGE. '•ftetaIrIUZOUg'zne 1 ' -= s •,. '4...:; .''r' 'y'= t .:. .. DOMINO . :; COOLWG HEATING . �.. ._� .t -- yam - �� � �. :.• .•�:...�.:.:' �� .M.. ;.: Sh TRAN F�wSP :;.SifI:AR ..TRANS k' ,rc-:,r - L ' . ' j ) / f . (BTU/(hr-ft; • 1 ) Coeff: . (BT /hr) • 2' , . :(BTUIhr) Project Name: Escape Outdoor Prepared by: Space Design Load Summary for Retail 12/03/2007 03:12PM Hourly Analysis Program v.4.3 Page 1 of 1 05 -08 -2008 YEN NGUYEN 105 S MAIN ST, STE 323 SEATTLE WA 98104 RE: Permit Application No. D07 -461 817 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 12/13/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 06/10/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 06/10/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, - xc: er Marshall Technician Permit File No. D07 -461 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 A °H Sincerely, 105 South Main Street, Suite 323 • Seattle, WA 98104 • 206.624.4222 (p) • 206.624.4226 (f) mail®rolludaarchitects.com (e) • www.rolludaarchitects.corn (w) Date: December 20, 2007 Project Name: Escape Outdoors Permit #: D07 -461 To Allen Johannessen, Plan Examiner: The following statements are in response to the comments that were received on December 19 2007. C1: Please revise the outdated 2001 lighting summary energy compliance form and provide current 2006 lighting compliance forms. R1: Revisions have been made; please see 2006 lighting summary energy compliance forms provided with the re- submittal. C2: Plan code references show outdated codes. Review plans for compliance with the current 2006 International Building Codes, 2003 ANSI, and 2006 Washington State Energy codes, etc. Revised code notes on the plans. R2: The only location where applicable codes are noted is on A0.02. A revised A0.02 is resubmitted. Yen Nguyen Project Architect tc 461 RECEIVEr DEC 2O 2007 PERMIT CENTEi December 19, 2007 Yen Nguyen 105 S Main St, Ste 323 Seattle WA 98104 Dear Applicant, S'ncerely, ifer Marshall it Technician Enclosures File: D07 -461 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -461 Escape Outdoors — 817 Southcenter Mall This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 13, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 431 -2440 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throuEh the mail or by a messent?er service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. P:\Permit Center\Incomplete Letters\2007\D07 -461 Incomplete Ltr #1.DOC jem . Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: December 18, 2007 Project Name: Escape Outdoors Permit #: D07 -461 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Please revise the outdated 2001 lighting summary energy compliance form and provide current 2006 lighting compliance forms. 2. Plan code references show outdated codes. Review plans for compliance with the current 2006 International building codes, 2003 ANSI, and 2006 Washington State Energy codes, etc. Revise code notes on the plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. ACTIVITY NUMBER: D07 -461 DATE: 12 -20 -07 PROJECT NAME: ESCAPE OUTDOORS SITE ADDRESS: 817 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Bull Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -27 -07 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ion PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ❑ Structural ❑ Permit Coordinator Incomplete Structural Review Required Approved with Conditions Fire Prevention 7 El DATE: Planning Division Not Applicable ❑ No further Review Required C DUE DATE: 01 -24 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -461 DATE: 12 -13 -07 PROJECT NAME: ESCAPE OUTDOORS SITE ADDRESS: 817 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B tng Divi .PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP w - 07 Public Works '[1 Fire P revention Structural DETERMINATION OF COMPLETENESS: (Tues., Th rs.) Complete ❑ Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: 0 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 12 -18-07 Not Applicable n No further Review Required DATE: DUE DATE: 01-15 -08 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Ma it It- IS-01 Planning Division isx Permit Coordinator C n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12. 2 0 - 07 Plan Check/Permit Number: Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Esra pP do clomp^ S Project Address: 817 Sou'-i. t' -e.44 /144.,11 Contact Person: ‘1e11 N Gt u q eh Phone Number: Lb(- (a 2q - 421.2 Summary of Revision: � tJ o r. 'i h r--csNr NL Created: 8 -13 -2004 Revised: '.b06, fib c F bo7 - U 41 Steven M Mullet, Mayor Steve Lancaster, Director � G Received at the City of Tukwila Permit Center by: Entered in Permits Plus on )-O — o \applications \forms- applications on line\revision submittal RECEIVED CITY OF TUKWIL DEC 20 20071 '1irr CENTER Sheet Number(s): 0 .6 2 % sio X ,lud7iate L � v rwvr -. d.M � ?� �N' C �1 "Cloud" or highlight all areas of o revisio J of License Information License MARKECW066NU Licensee Name MARKET CONTRACTORS (WA) LTD Licensee Type CONSTRUCTION CONTRACTOR UBI 601018244 Ind. Ins. Account Id 51493700 Business Type CORPORATION Address 1 10250 NE MARX ST Address 2 City PORTLAND County OUT OF STATE State OR Zip 972201152 Phone 5032550977 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/31/1994 Expiration Date 9/13/2008 Suspend Date Separation Date Parent Company Previous License LWBOOC* 133KK Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BOONE, MICHAEL L 01/01/1980 BROWN, PATIRCIA J 01/01/1980 HUGHES, MICHELE W 01/01/1980 DILLON, LENNARD 01/01/1980 BODEN, JOHN T 01/01/1980 01/01/1980 WARMER, EDWARD S 01/01/1980 01/01/1980 Look Up a Contractor, Electric"*i or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information I Bond I Bond I I I I I https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MARKECW066NU 05/13/2008 VICINITY MAP SCALE: NTS PROJECT INFORMATION PROJECT ADDRESS: WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 STORE NAME: PUBLIC: STORAGE/ OFFICE: TOTAL: ESCAPE OUTDOORS SQUARE FOOTAGE OF WORK: 1,926 SF OCCUPANCY GROUP: PRIMARY OCCUPANCY: M- COVERED MALL OCCUPANCY LOAD: 1,319SF/30 =44 299 SF /300 =1 1,618 SF CONSTRUCTION TYPE: EXISTING CONSTRUCTION TYPE: TYPE II -B - NONCOMBUSTIBLE NEW EXPANSION CONSTRUCTION TYPE: TYPE II -B - UNPROTECTED NONCOMBUSTIBLE (CHAPTER 6 IBC) PROJECT DESCRIPTION: TENANT IMPROVEMENTS CONSTRUCTION OF A NEW RETAIL SPACE IN A NEW SECTION OF SOUTHCENTER MALL. THE SPACE WILL BE USED FOR RETAIL SALES. ESCAPE OUTD PROJECT CONTACTS TENANT: URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 PH: (425) 467 -6643 FAX: (425) 467 -6371 LANDLORD: WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD., 14TH FLOOR LOS, ANGELES, CA 90025 PH: (310) 478 -4456 FAX: (310) 575 -5991 TENANT COORDINATOR: JOSH KIMMEL PH: (310) 893 -4761 EMAIL: JKIMMEL @WESTFIELD.COM ARCHITECT: ROLLUDA ARCHITECTS, INC. 150 S. MAIN ST. STE 323 SEATTLE, WA 98104 PH: (206) 624 -4222 FAX: (206) 624 -4226 PROJECT MANAGER: ALEX ROLLUDA PH: (206) 624 -4226 EMAIL: ALEX@ROLLUDA ARCHITECTS.COM MECHANICAL: BERONA ENGINEERS, INC. 4630 200 ST. SW. STE C. LYNNWOOD, WA 98036 CONTACT: ROY S. NUDO PH: (425) 744 -6033 FAX: (425) 744 -6322 EMAIL: RNUDO @BERONAENGINEERS.COM ELECTRICAL: HM ELECTRIC, INC. PO BOX 918 CEDAR STREET MARYVILLE, WA 98270 CONTACT: JULIE ONSUM QUINTELLA PH: (360) 658 -0501 FAX: (360) 658 -0502 EMAIL: JULIEO @HMELEC.COM BRN ENGINEERING, INC. CONTACT: BRYAN BOEHOLT EMAIL: BBOEHOLT @BRN - ENGINEERING.COM SEPARATE P:MTT AND P.: ;OVAL REQUIRED ORS AT S SITE PLAN SCALE: NTS E0.0 E2.0 E3.0 E4.0 GENERAL SHEET INDEX A0.01 COVER SHEET A0.02 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS A0.03 LANDLORD'S NOTES AND CRITERION A0.04 LANDLORD'S NOTES ADN CRITERION ARCHITECTURAL A1.00 SITE PLAN A1.01 ROOM FINISH SCHEDULE, WALL ASSEMBLY AND DETAILS A1.11 FLOOR PLAN AND REFLECTED CEILING PLAN A1.12 SLAB PENETRATION AND FIXTURES PLANS A1.13 STORAGE ROOM SHELVING UNITS PLAN AND DETAILS A2.01 ELEVATIONS A2.02 STOREFRONT ELEVATION A5.01 DOOR SCHEDULE AND DETAILS ELECTRICAL MECHANICAL SYMBOLS, ABBREVIATIONS AND SCHEDULE POWER PLAN LIGHTING PLAN RISER DIAGRAM AND PANEL SCHEDULE MP0.0 GENERAL NOTES, SYMBOLS AND SITE PLAN M1.0 FIRST FLOOR HVAC PLAN FP1.0 FIRST FLOOR FIRE PROTECTION PLAN UTHCEN A3.01 TENANT SPACE SECTIONS AND ENLARGE WALL SECTIONS A3.02 STOREFRONT SECTION AND CONSTRUCTION DETAILS A4.01 STOREFRONT GLAZING SCHEDULE, PLAN AND ELEVATIONS A4.02 SIGNAGE DETAILS (BY OTHERS) A4.03 CASH WRAP ELEVATIONS AND DETAILS A4.04 DETAILS of BY Date: 01-41 ER MALL City of Tukwila BUILDING DIVISION KEY PLAN: LEVEL 1 OF 3 SCALE: NTS es • fr • TENAN • PAC E • • \ 1/4t,..,1 " *--- PIP 'i fs A.‘'NICE • STOREFRONT ILLUSTRATIVE ELEVATION FILE COPY hank Noy. _ Plan WOW approval M ettlectftenore and omissions. Approval of constomilan docum f he vi 1liT ....t[a �. / I;( Receipt CIO . ,,, No changasi th be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR ( Mechanical [?Electrical %plumbing Gas Piping City of Tukwila I BUIi DIr DIVISION RECEIVED CITY OF TUKWILA DEC 13 2007 PEHNIIT CENTER D OLLUDA AIXCH ITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL T 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206 - 246 -0423 LEVEL I AREA 2 TENANT # 1460 DRAWING TITLE COVER SHEET C DRAWING NUMBER A0.01 2. GENERAL NOTES 1 THE WORK INCLUDES A NEW TENANT SPACE IN A NEW WING OF AN EXISTING MALL, PER SQUARE FOOT CALCULATIONS AS NOTED ON THE COVER SHEET. CONTRACT WILL INCLUDE CONSTRUCTING WALLS, STOREFRONT AND CEILING, ELECTRICAL AND MECHANICAL CONNECTIONS AND LIGHTING FIXTURES, DETAILS AND SPECIFICATIONS. CONTRACTOR TO SEC -RE ANQQ PAY FOR -ALL GOVERNMENI FEES, JIQENSES AND PL { RMITS. N/ ALL WORK SHALL CONFORM WITH, BUT NOT LIMITED TO THE \\ I REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE, 2006 MECHANICAL SPECIALTY CODE, 2005 ELECTRICAL SPECIALTY CODE, 2006 FIRE CODE, ALONG WITH ANY ADMENDMENTS, WITH 2003 ANSI AND ALL OTHER STATE AND 1 1 LOCAL CODES ADOPTED BY THE CITY OF TUKWILA, \ WASHINGTON. r v \ \ /A 2. e6INTRACTOR SHALL VISP - PREMISES WHH± BIDDING AND SHALL• BECOME FAMILIAR WITH E)USTING CONDITIONS AND THE REQUIREMENTS OF THE PROJECT PRIOR TO DEVELOPING A BID. MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS. DO NOT RELY ON SCALED PLANS FOR ACCURATE DIMENSIONING. 3. LANDLORD SHALL FURNISH A MAIN ELECTRICAL SWITCH AT A CENTRAL DISTRIBUTION POINT LOCATED WITHIN LANDLORD'S MAIN ELECTRICAL ROOM. CONTRACTOR SHALL INSTALL AN ELECTRICAL/ TELEPHONE SYSTEM TO SERVE THE TENANT SPACE, BASED ON A 277/ 280 VOLT, THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. 4. ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED. THE FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK: A. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR ANGLES INDICATED. B. THE MAXIMUM DEVIATION FROM THE TRUE PLAN FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10' -0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE. C. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED. D. WALL AND SOFFIT INTERSECTIONS SHALL BE 90° OR THE EXACT ANGLE INDICATED OR INTENDED. E. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. F. ALL JOINTS SHALL BE TIGHT, EVEN AND SMOOTH. G. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS. 6. COORDINATE ALL WORK OF VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFICIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS / INSTALLED AT A LATER DATE. VERIFY THAT CHARACTERISTICS / OF ELEMENTS OF INTERRELATED OPERATING EQUIPMENTS / ARE COMPATIBLE; COORDINATE WORK OF VARIOUS SECTION WHICH HAVE INTERDEPENANT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. 1 7 ALL EXITS SHALL BE OPERABLE FROM INTERIOR OF TENANT \ SPACE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE \ NO MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS OR SURFACE BOLTS SHALL BE USED. MAIN ENTRANCE / EXIT DOOR LOCK MAY BE KEY OPERATED FROM THE INTERIOR PROVIDED A SIGN WITH 1" LETTERS BE MOUNTED ON OR ADJACENT TO DOOR STATION 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." 8. CONTRACTOR TO ARRANGE PRECONSTRUCTION MEETING WITH WESTFIELD (SOUTHCENTER MANAGEMENT) AND TENANT PRIOR TO COMMENCEMENT OF WORK. 9. CONSTRACTOR WILL INSTALL APPROVED FIRE SPRINKLER SYSTEM DIRECTED BY MECHANICAL SPECIFICATIONS, LANDLORD'S FIRE SPRINKLER CONTRACTOR AND FIRE ALARM CONTRACTOR FOR ALL FIRE SPRINKLER WORK IN TENANT SPACE. 10. THE TENANTS CONTRACTOR SHALL CONFORM TO ALL LANDLORD REGULATIONS, CONSTRUCTION PROCEDURES, SAFETY, INSURANCE, COORDINATION, ETC. AS OUTLINED IN THE DOCUMENTS TENANT CRITERIA MANUAL' WHICH THE TENANTS CONTRACTOR SHALL OBTAIN AND BECOME FAMILIAR WITH. 11. INDICATE EXISTING CONDITIONS, DIMENSION OR DATUM. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DATUM AND LEVELS ON PROJECT PRIOR TO COMMENCEMENT OF WORK. 12. CONTRACTOR SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE DURING THE CONSTRUCTION PROCESS, AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. 13. CONTRACTOR SHALL USE DIMENSIONS SHOWN ON DRAWINGS AND ACTUAL FIELD MEASUREMENTS. CONTRACTOR SHALL NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DISCRIPANCIES. 14. . DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN EXCEPT UPON WRITTEN INSTRUCTION FROM THE ARCHITECT. 15. GENERALLY, PLAN DIMENSIONS SHOWN ARE TO ROUGH OPENIONS, FACE OF CONCRETE AND FACE OF ROUGH FRAMING. DIMENSIONS NOTED "CLEAR" INDICATE DIMENSION TO FINISH MATERIAL UNLESS OTHERWISE NOTED. 16. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFINERS HAVE BEEN INSTALLED. 17. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD REQUIREMENTS AS NOTED ON A0.03. 18. CONTRACTOR SHALL REVIEW AND COMPLY WITH ALL DOCUMENTS, INCLUDING DESIGN BUILD DOCUMENTS TO VERIFY SIZE, LOCATION AND GENERAL CONSTRUCTION OF THOSE ITEMS. 19. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 20. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 21. THROUGHOUT THE DRAWINGS ARE ABBREVIATONS THAT ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THIS PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 22. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE THE HIGHEST QUALITY FINISHED PRODUCT - EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS FOR WORKMANSHIP IN EACH OF THE VARIOUS l % APPLICABLE CODES 1. 2006 INTERNATIONAL BUILDING CODE 2. 2005 NATIONAL ELECTRICAL CODE W/ WASHINGTON STATE AMENDMENTS 3. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 5. 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS 6. 2003 ANSI AND CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDING ICC/ A117.1 RE 1 JN, '12-20-0 N \ L ABBREVIATIONS ADD ADJ ADDENDUM ADJACENT ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANOD ANODIZED AP ACCESS PANEL APPROX APPROXIMATE (LY) ARCH ARCHITECT (URAL) AUTO AUTOMATIC V ANGLE AT BET BETWEEN BLDG BUILDING BLK BLOCK BM BEAM B.M. BENCH MARK BOT BOTTOM BRG BEARING C CONDUIT CFT CUBIC FOOT CJ CONTROL JOINT CENTER LINE CLG CEILING CLR CLEAR COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRUGATED CY CUBIC YARD DET DETAIL DIAM DIAMETER DIM DIMENSION DISTR DISTRIBUTION DN DOWN DR DOOR DWG DRAWING EA EACH EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC ENCL ENCLOSURE EP ELECTRICAL PANELBOARD EQUIP EQUIPMENT EXH EXIST(E) EXP EXPN EXT FA FE FE FIN FJT FL FLX FO FP FR FRT FT FTG FV GA GALV GC GEN GL GND GR HDW HM HORIZ HP HR HT HVAC D N NCL NFO NSUL NT NV JF JT KO LAM LB SYMBOLS LEGEND BUILDING SECTION EXTERIOR BUILDING ELEVATION BUILDING DETAIL INTERIOR ELEVATION EXHAUST EXISTING EXPOSED EXPANSION EXTERIOR FIRE ALARM FIRE EXTINGUISHER FINISHED FLOOR FINISH FLUSH JOINT FLOOR FLEXIBLE FACE OF FIREPROOF FRAME FIRE RESISTANT TREATMENT FOOT OR FEET FOOTING FIELD VERIFY GUAGE, GAGE GALVINIZED GENERAL CONTRACTOR GENERAL GLASS, GLAZING GROUND GRADE HARDWARE HOLLOW METAL HORIZONTAL HIGH POINT HOUR (FIRE RESISTANT RATING) HEIGHT HEATING, VENTILATING & A/C NSIDE DIAMETER NCH NCLUDING NFORMATION NSULATING, INSULATION NTERIOR NVERT JOINT FILLER JOINT KNOCKOUT LAMINATE (D) LAG BOLT LT LTG LIGHT LIGHTING LT WT LIGHTWEIGHT MACH MACHINE MAIL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MOD MODULAR MTG MOUNTING MTh METAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER, OVERFLOW DRAIN OH OVERHEAD OPNG OPENING OPP OPPOSITE P POINT (SPOT ELEVATION) PAR PARALLEL P.B.O. PROVIDED BY OWNER PEN PENETRATION PERP ( )_ PERPENDICULAR PROPERTY LINE PLF POUNDS PER LINEAR FOOT PLWD PLYWOOD PR PAIR PREFAB PREFABRICATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PTD PAINTED PWR POWER QTY QUALITY QUANT QUANTITY R RADIUS RCP REFLECTED CEILING PLAN RECPT RECEPTACLE BUILDING DETAIL DIMENSION DOOR NUMBER FLOOR TYPE WALL TYPE REF REINF REQD RET REV RFL RM RV 0 SCHED SECT S.F. SIM SPEC SPK SQ SS ST STD STL SYM T T &B TEMP TFE THK THR TOC TOR TOS TYP UH UNO VENT VERT VIF W/ W/O WD WDW WTW (362.25') 100' -0"� FIN. FLR. • REFERENCE REINFORCING REQUIRED RETURN REVISION REFLECT (ED) (IVE) ROOM RIVET ROUND /DIAMETER SCHEDULE SECTION SQUARE FEET SIMILAR SPECIFICATION(S) SPEAKER SQUARE STAINLESS STEEL STUB TRACK STANDARD STEEL STRUCT STRUCTURAL SW SWITCH SYMMETRICAL TREAD TOP AND BOTTOM TEMPERATURE TOP FOOTING ELEVATION THICK(NESS) THRESHOLD TOP OF CONCRETE TOP OF RAIL TOP OF STEEL TR TRASH RECEPTACLE TRANSF TRANSFORMER TT TUNNEL TRACK TVM TICKET VENDING MACHINE TW TOP OF WALL TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VENTILATION VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WINDOW WALL TO WALL TOILET ROOM 101 ROOM NUMBER SHEET NOTE ELEVATION TAG GLAZING TYPE THRESHOLD TAG GRID BUBBLE D01- CODE ` - .a dd I. F:' C.. :w' �l c., a E 3 A FB; Pawn" V .D , I ` y / I i \ R� r L Fr _ .. r=j ) ........,,rz !.--1 I I / ■ / / / I / / INCOMPLETE 1 LTR #A___ I / ■ I> / / \ to1q.p j-I1o1 'Th, ROLLUDA A CHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 -624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER Design Drawn / / K URBAN TRADING DESIGN TEAM 170 BELLEVUE SQUARE BELLEVUE, WA 98004 YN YN Checked AR/ SC ~' Y v Ni Date 12/20/2007 1 \ 7 � REGISTRATION REVISIONS 1 No. bate Description 0 0 I \ !INSURANCE TITLE I ,PERMIT AUBMITTAL I PROJECT TITLE <\ ESCAPE OUTDOORS AT SOUTHCENTER ' MALL 633/SOUTHCENTER PARKWAY / /TUKWILA, WA 98188 -2886 TEL: 206-246-0423 LEVEL 1 AREA 2 TENANT # 1460 \ \ DRAWING TITLE \ \ GENERAL NOTES, ABBiREBRIATIONS IA I AND SYMBOLS z \ DRAWING NUMBER RECEIVED DEC 2 02007 • �.r �r.... PERMIT CENTE- LANDLORD'S NOTES AND CRITERION ARCHITECTURAL FLOOR SLAB 1. CONCRETE FLOOR SLABS SHALL HAVE A SMOOTH TRAWLED FINISH AND ARE DESIGNED TO SUPPORT A LIVE LOAD OF 100 PSF. 2. NO DEPRESSIONS OR RECESSES IN SLABS WILL BE PERMITTED WITHOUT SPECIFIC APPROVAL FROM THE LANDLORD. 3. TENANT'S ARCHITECT MUST SUPPLY SLAB PENETRATION PLAN AS PART OF FINAL WORKING DRAWINGS SUBMISSION. 4. TENANTS CONTRACTOR SHALL PROVIDE A LAYOUT AND LOCATION FOR ALL PENETRATIONS, WHICH MUST BE APPROVED BY THE LANDLORD PRIOR TO CORE DRILLING. 5. ANY CHOPPING, CUTTING OR DRILLING OF THE UPPER level SLABS BY THE TENANT'S CONTRACTOR IS PROHIBITED. SAW CUTTING THE SLAB OR CHANNELING IS NOT ALLOWED. 6. FIRESAFING IS REQUIRED FOR ALL PENETRATIONS. 7. THE TENANT'S CONTRACTOR MUST COORDINATE INSTALLATION OF ALL UNDER FLOOR SERVICES WITH THE LANDLORD AND TENANT(S) BELOW AND ADJUST SCHEDULING ACCORDINGLY. 8. THE TENANT IS RESPONSIBLE FOR ANY DAMAGE TO ANY TENANT'S PREMISES BELOW, AS WELL AS THE COST OF SECURITY FOR AFTER -HOURS WORK WHICH MAY BE REQUIRED. 9. ALL MODIFICATIONS TO THE SLAB(S) FOR IN -FILL AREAS OR PENETRATIONS SHALL BE REPAIRED TO MEET OR EXCEED THE ORIGINAL SLAB DESIGN CHARACTERISTICS. 10. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED AND ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. BULKHEAD 1. STOREFRONT WORK REQUIRING STRUCTURAL SUPPORT, INCLUDING DOORS, MUST BE BRACED TO THE STRUCTURE AND NOT TO THE BULKHEAD. ANY ATTACHMENT TO THE STRUCTURAL SYSTEM WILL REQUIRE APPROVAL BY THE LANDLORD AND POTENTIALLY, REVIEW BY A STRUCTURAL ENGINEER. DEMISING WALL 1. AT LANDLORD OPTION, THE DEMISING PARTITIONS SHALL BE OF UNFINISHED MASONRY, CONCRETE OR METAL STUDS INSTALLED 16" O.C. EXTENDED TO THE UNDERSIDE OF THE STRUCTURE ABOVE. WHERE SUCH PARTITIONS FALL ON STRUCTURAL COLUMN LINES, AT STRUCTURAL BRACES OR STRUCTURAL EXPANSION JOINTS, PROJECTION MAY OCCUR AT SUCH LOCATION. 2. COMMON DEMISING WALLS SHALL BE CONSTRUCTED WITH FIVE - EIGHTHS INCH (5/8 ") FIRE -RATED GYPSUM BOARD ON A LANDLORD- PROVIDED NON - LOAD - BEARING STRUCTURE, EXTENDING FROM THE FLOOR SLAB TO 6 INCHES ABOVE THE TENANT'S FINISHED CEILING. 3. ALL VOIDS AND PENETRATIONS SHALL BE FILLED AND SEALED TO PROVIDE A ONE -HOUR ASSEMBLY RATING. CONSULT LANDLORD'S ON -SITE REPRESENTATIVE FOR CLARIFICATIONS, 4. LANDLORD SHALL PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. TENANT SHALL FINISH ALL DEMISING WALLS WITH 5/8" TYPE X GYPSUM WALLBOARD TO FULL EIGHT, FIRE TAPED AND SEALED TO MAINTAIN 1 HR FIRE RATING. 5. TENANT SHALL PROVIDE 5/8" TYPE X GYPSUM WALLBOARD AT TENANT SIDE OF EXISTING BULKHEAD. 6. BLOCKING USED WITHIN THE DEMISING WALLS TO SUPPORT WALL STANDARDS OR OTHER WALL- MOUNTED FIXTURES MUST BE METAL OR FIRE RETARDANT TREATED WOOD. ALL WALL FIXTURES MUST BE SUPPORTED ON ADDITIONAL METAL STUD FRAMING BY THE TENANT. 7. HEAVY LOADS MUST BEAR ON AN INDEPENDENT FIXTURE PARTITION INSTALLED ADJACENT TO THE DEMISING WALL. 8. TENANTS WHOSE OPERATIONS INCLUDE SOUND (INCLUDING MUSIC) AT LEVELS THAT MAY TRANSMIT TO ADJACENT SPACES. OR CAUSE EXCESSIVE NOISE MUST TAKE ADDITIONAL MEASURES TO MITIGATE THE TRANSMISSION OF SOUND FROM THE SPACE. SERVICE/ EXIT DOOR 1. ALL TENANT EXIT OR SERVICE DOORS USED TO ACCESS FIRE EXIT CORRIDORS SHALL BE 1 HOUR RATED. THE DOORS AND THEIR ASSEMBLIES SHALL BE LABELED 1 HOUR RATED AND SHALL MEET ALL LOCAL CODES. 2. DOOR AND THEIR ASSEMBLIES SHOULD BE FABRICATED OF PRIME COATED HOLLOW METAL AND SHOULD BE PAINTED WITH A OIL BASED ENAMEL PAINT, COLOR SHOULD MATCH THE MALL SERVICE CORRIDOR. 3. WHERE THE BUILDING AND /OR FIRE CODE REQUIRES, ANY TENANT DOOR WHICH SWINGS OUTWARD SHALL NOT BE PERMITTED TO SWING BEYOND THE LEASE LINE OR IMPACT THE REQUIRED EXIT WIDTHS IN CORRIDOR, THE TENANT SHALL PROVIDE AN ALCOVE TO ACCOMMODATE THE SERVICE FOR SWING, THE ALCOVE SHALL BE FINISHED TO MATCH THE SERVICE CORRIDOR. 4. ALL TENANTS SHALL PROVIDE AND INSTALL A DOORBELL LOCATED 3' -6" ABOVE THE FINISHED FLOOR AT ALL SERVICE DOOR. 5. TENANT INTERIOR DOORS WHICH DO NOT PROVIDE ACCESS TO THE EXTERIOR OF THE BUILDING, RATED CORRIDORS OR OPEN TOT HE MALL COMMON AREA, MAY BE HOLLOW CORE WOOD DOORS A MINIMUM OF 1 3/4" THICK. THESE DOORS MUST BE FINISHED WITH A STAIN, CLEAR VARNISH OR PAINT. 6. TENANT EXIT /SERVICE DOORS SHALL NOT BE LABELS WITH LOGOS OR ANY OTHER FORM OF IDENTIFICATION EXCEPT FOR LANDLORD SUPPLIED STANDARD DOOR IDENTIFICATIONS LABELS. LANDLORD SUPPLIED SIGNS ARE TWO -INCH (2 ") DIE -CUT RECTANGULAR, VANDAL PROOF SIGNS WITH WHITE HELVETICA -BLOCK STYLE LETTERS ON A RED BACKGROUND. SIGNS SHALL BE MOUNTED 5' -O" ABOVE FINISH FLOOR CENTERED ON DOOR. 7. TENANT SHALL ALSO CONSTRUCT, AN ALCOVE, IN ACCORDANCE WITH ADA AND LOCAL CODE, INCLUDING FIRE RATED WALL AND CEILING CONSTRUCTION, NOT HIGHER THAN 9'0" A.F.F. 8. ALCOVE SHALL HAVE CORNER GUARDS AND FINISHES TO MATCH LANDLORD'S CORRIDOR. NEUTRAL PIERS 1. NEUTRAL PIERS ARE CONSTRUCTED AND FINISHED BY THE LANDLORD. THE LANDLORD WILL FINISH ALL SIDES OF THE DEMISING PIER THE FACE THE MALL COMMON AREA. THE TENANT SHALL FINISH ANY SIDE OF THE DEMISING PIER THAT FACES THE STORE INTERIOR. 2. DEMISING PIERS OR COLUMNS WITH LANDLORD PROVIDED FINISHES MAY NOT BE CONCEALED BY ANY PROJECTION OR ANY PART OF THE TENANT'S STOREFRONT. 3. THE TENANT SHALL NOT DISTURB, DISRUPT, OR MODIFY THE BUILDING'S STRUCTURAL SYSTEM, UNLESS APPROVED IN WRITING BY THE LANDLORD, AND THE LANDLORD'S STRUCTURAL ENGINEER. 4. THE TENANT WILL ENSURE THAT FINISHES REMAIN UNIMPAIRED. STORE INTERIOR 1. ALL INTERIOR TREATMENTS ARE SUBJECT TO LANDLORD APPROVAL. FLOORING 1. A HARD SURFACE FLOOR TREATMENT SUCH AS MARBLE, GRANITE, LIMESTONE, TERRAZZO, STAINED CONCRETE CERAMIC OR PORCELAIN TILE, WOOD OR CARPET ARE ACCEPTABLE MATERIALS WITHIN THE PUBLIC AREA OF THE SPACE. 2. FLOOR MATERIALS SHOULD BE LIMITED TO THE LINE OF THE STOREFRONT AND NOT EXTEND INTO THE PUBLIC AREA OR IN RECESSED STOREFRONT AREAS. 3. CARPET USED AS INSERTS, BORDERS, IN CONNECTION WITH WOOD, STONE, AND CERAMIC TILE IS ENCOURAGED. DIRECT GLUE DOWN IS PREFERRED TO CARPETING WITH A PAD. 4. ALL FINISHES MUST BE FLUSH WITH NE ANOTHER WITH NO TRIPPING HAZARDS. LIPS OF MORE THAN 1/16" AND SLOPES OF MORE THAN 1/2" PER FOOT ARE NO ACCEPTABLE. 5. EXTENSION OF PROJECT FLOOR MATERIALS & STOREFRONT BASE. 6. WHERE PART OF THE STOREFRONT ARE RECESSED BEHIND THE LEASE LINE, THE COMMON AREA FLOOR FINISH WILL BE EXTENDED FROM THE LEASE LINE TO THE ACTUAL STOREFRONT AND /ORE CLOSURE. 7. THE LEVEL OF THE FINISHED FLOOR WITHIN THE TENANT SPACE MUST MATCH THE LEVEL OF THE COMMON/ PUBLIC AREA FINISH FLOOR AT THE STOREFRONT ENTRY. 8. NO THRESHOLDS, REDUCER STRIPS OR OTHER WIDE TRANSITION DEVICES SHALL BE PERMITTED AT THE INTERSECTION OF THE MALL COMMON AREA FLOORING AND THE STORE INTERIOR FLOORING. WALL FINISHES 1. ALL WALL FINISHES SHALL MEET ALL REQUIRED FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. THE FIRE DEPARTMENT REQUIRES THE SUBMITTAL OF CUT SHEETS FOR ALL INTERIOR FINISHES FOR THE FIRE DEPARTMENT APPROVAL. 2. ALL INTERIOR PARTITIONS MUST BE CONSTRUCTED OF NON - COMBUSTIBLE MATERIALS AND MUST BE FINISHED WITH SUITABLE MATERIALS WHETHER EXPOSED TO THE PUBLIC OR NOT. 3. SOUND INSULATION SHALL BE REQUIRED IN DEMISING WALLS (BY TENANTS GENERATING SOUND THAT MAY BE DISTURBING TO OTHERS) SO THAT THE NOISE LEVEL TRANSMITTED TO ADJOINING TENANT SPACES OR MALL AREA DOES NOT EXCEED FORTY (40) DECIBELS. 4. IF TENANT INTENDS TO USE A DEMISING WALL FOR SUPPORT OF SHIELD STANDARDS OR HEAVY ATTACHMENTS. TENANT SHALL CONSTRUCT A PARTITION WALL IN FROM OF THE DEMISING WALL. 5. ALL JOINTS OF GYP WALLS SHALL BE TAPED. EXPOSED GYP WALLS SHALL BE FINISHED WITH THREE (3) COATS OF JOINT COMPOUND AND SANDED. CEILINGS 1. LAY -IN ACOUSTICAL TILES MAY NOT BE USED IN THE SALES AREA. 2. CEILING HEIGHTS SHALL BE MAXIMIZED TO PROVIDE A SPACIOUS INTERIOR. WHERE THE INTERIOR CEILING IS LOWER THAN THE STOREFRONT HEIGHT, CAREFUL ATTENTION SHALL BE GIVEN TO TRANSISTIONING BETWEEN CEILING HEIGHTS. 3. OPEN -TO- STRUCTURE -TYPE DESIGNS ARE NOT ALLOWED DUE TO THE USE OF COMMON PLENUM RETURNS WITHIN THIS MALL CEILINGS AND ELEMENTS ABOVE THE CEILINGS SHALL BE CONSTRUCTED OF NON - COMBUSTIBLE MATERIALS. NO COMBUSTIBLES (WOOD OF ANY TYPE ARE PERMITTED). 4. THE USE OF ACOUSTICAL TILE SHALL BE PERMITTED IN AREAS THAT ARE NOT VISIBLE TOT HE PUBLIC. ACOUSTICAL FINISHED CEILINGS UTILIZED WITHIN THE TENANT SPACE SHALL HAVE A NOISE REDUCTION COEFFICIENT OF 0.60 -0.70 WITH A MINIMUM ROOM -TO -ROOM ATTENUATION FACTOR OF 40.0 DECIBELS. 5. TILES SHALL MEET REQUIREMENTS OF ALL APPLICABLE CODES AND HAVE BEEN TESTED IN ACCORDANCE WITH ASTME (LATEST EDITION) FOR FLAME SPREAD, SMOKE DEVELOPMENT AND FUEL CONTRIBUTION. TENANT SHALL DESIGNATE, ON THEIR PLANS AND/ OR SPECIFICATIONS, TILE TYPE AND RATING REQUIREMENTS FOR TILES TO BE USED IN THE DEMISED PREMISES, AS LISTED IN UL BUILDING MATERIALS INDEX. 6. TENANT SHALL PROVIDE ACCESS TO LANDLORD'S EQUIPMENT, PIPING, CONTROLS, OR VALVES, LOCATED WITHIN THE TENANT SPACE, BY MEANS OF ADEQUATELY SIZED ACCESS PANELS. 7. SUPPORT WIRES FOR CEILING, LIGHTING, ETC.., SHALL NOT BE TIED TO ANY MECHANICAL EQUIPMENT, PIPING, ELECTRICAL CONDUIT OR OTHER TYPES OF NON - STRUCTURAL ELEMENTS. 8. SPRINKLER HEADS MUST BE RECESSED IN ALL PUBLIC AREAS AND CENTERED IN ACOUSTICAL TILES WHERE APPLICABLE. 9. CONDUITS, PIPING AND OTHER SUPPORTING DEVICES SHALL NOT BE IN CONTACT WITH DUCT WORK OR MECHANICAL DEVICES. LIGHTING 1. DIRECT VISUAL EXPOSURE OF INCANDESCENT AND FLUORESCENT LAMPS IS PROHIBITED. ALL VISIBLE LIGHTING IS TO BE GLARE FREE. 2. TRACK FIXTURES ARE PERMITTED IF THEY ARE NOT VISIBLE FROM THE PUBLIC ZONE AND ARE CONTAINED WITHIN A LIGHT POCKET IN THE WINDOW DISPLAY. LANDLORD'S BUILDING COMPONENT 1. ANY MODIFICATIONS TO THE BASE BUILDING COMPONENTS FOR ALL TENANT SPECIFIC DESIGNS, SHALL BE DONE BY THE LANDLORD'S DESIGNATED CONTRACTOR AT THE TENANT'S EXPENSE. STRUCTURAL 1. LOAD INTENSITIES SHALL BE CALCULATED BY DIVION OF THE TOTAL WEIGHT OF THE OBJECT/ ELEMENT BY ITS PLAN AREA AT THE POINT OF SUPPORT OR CONNECTION TO THE FLOOR. 2. TYPICAL DESIGN FLOOR LIVE LOADS: 100 PSF WITH TRIBUTARY AREA BASED REDUCTIONS AS ALLOWED BY THE CODE. 3. LIVE LOAD SHALL BE DEFINED AS THE TOTAL WEIGHT OF ALL PERSONS, FINISHES, FIXTURES, FURNISHINGS, PRODUCT, ETC.. NOT PROVIDED BY THE LANDLORD AND PERMANENTLY ATTACHED TO OR A PART OF THE STRUCTURE. 4. POST LOADS - PROVISIONS FOR POST OR POINT LOADS HAVE NOT BEEN INCLUDED IN THE BASE BUILDING DESIGN. 5. ALL TENANT FIXTURES SHALL BE SELF- SUPPORTING AND STABLE UNDER SUSTAINED FORCES. 6. WHERE FORCES ON PROPOSED CONNECTIONS TO AN INDIVIDUAL STRUCTURAL ELEMENT EXCEED 500 LBS., THE TENANT SHALL PROVIDE DETAILS, DIMENSIONED, LARGE -SCALE LAYOUT DRAWINGS SHOWING ALL POINTS OF ATTACHMENT AND MAGNITUDE AND DIRECTION(S) OF LOAD(S). 7. PROPOSED ANCHORS SHALL BE APPROVED FOR USE BY THE GOVERNING BUILDING AUTHORITY AND BE APPROPRIATE FOR MAGNITUDE OF LOAD AND MATERIALS. DOlft-/-1-(0/ RECEIVED CITY OF TUKWILA DEC 13 2001 pEtimIT CEI\l i ER 0 DOLLUDA AINCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER 0 MALL ZD 633 SOUTHCENTER PARKWAY „ TUKWILA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 DRAWING TITLE L LANDLORD'S NOTES AND CRITERION CD DRAWING NUMBER A0.03 LANDLORD'S NOTES AND CRITERION MECHANICAL 1. ALL TENANT MECHANICAL SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. 2. RIGID HVAC DUCTWORK SHALL BE SHEET METAL, GALVANIZED STEEL OR ALUMINUM. FIBERGLASS "DUCT BOARD" OR OTHER NONMETALLIC MATERIALS CARE NOT ACCEPTABLE. 3. LANDLORD PROVIDES CONDITIONED SUPPLY AIR FROM VAV ROOFTOP AIR - CONDITIONING UNIT DUCTED TO TENANT SPACES FOR COOLING AND VENTILATION. TENANT SHALL CONNECT TO DUCT STUBS FROM THIS SYSTEM AND PROVIDE AND INSTALL FAN - POWERED VAV TERMINAL UNITS WITH ELECTRIC RE -HEAT TO PERFORM ENVIRONMENTAL CONTROL OF THEIR SPACE. COOLING AIRFLOW ALLOWANCE FROM LANDLORD SYSTEM IS A NOMINAL 350 FEET PER TON IN RETAIL TENANT SPACES. ELECTRICAL AND DATA 1 LANDLORD SHALL FURNISH A MAIN ELECTRICAL SWITCH AT A CENTRAL DISTRIBUTION POINT LOCATED WITHIN LANDLORD'S MAIN ELECTRICAL ROOM. TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL/ TELEPHONE SYSTEM TO SERVE THE TENANT SPACE, BASED ON A 277/ 480 VOLT, THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. LANDLORD WORK: A. LANDLORD SHALL PROVIDE A SERVICE ENTRANCE EQUIPMENT AREA, LOCATED OUTSIDE THE TENANT SPACE, WITH MAIN DISTRIBUTION AND MASTER METERING EQUIPMENT. TENANT POWER CONSUMPTION WILL BE METERED BY A LANDLORD OWNED NETWORKED METERING SYSTEM. B. LANDLORD SHALL PROVIDE A MAIN CIRCUIT BREAKER IN A LANDLORD ELECTRICAL ROOM AND CONDUIT AND CONDUCTORS (FEEDER) FROM THE CIRCUIT BREAKER TO A LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE. C. LANDLORD PROVIDED, AT TENANT'S COST, 480Y1 277 VOLT, THREE - PHASE, FOUR -WIRE CIRCUIT BREAKERS, UNLESS OTHERWISE NOTED, AND CONDUIT PROVISIONS ARE AS FOLLOW: 100A - (1) 2" CONDUIT. D. TENANT SHALL EXTEND LANDLORD'S FEEDER, AS NEEDED, WITHIN THE TENANT SPACE TO TENANT'S MAIN DISCONNECT SWITCH AND/ OR PANEL BOARD, IF NEED TO ACCOMMODATE TENANT CONSTRUCTION, THE TENANT SHALL RELOCATE THE LANDLORD PROVIDED DISCONNECTED SWITCH AND ASSOCIATED FEEDER. TENANT'S GENERAL REQUIREMENT A. EXTEND, AS REQUIRED WITHIN THE DEMISED PREMISES, THE ELECTRICAL SERVICE FEEDER TO TENANT'S MAIN DISCONNECT SWITCH OR MAIN CIRCUIT BREAKER EQUIPPED PANEL BOARD. CONDUIT AND WIRES: A. ALL MAIN FEEDER WIRES FROM THE MAIN ELECTRICAL SWITCH SHALL BE SIZED TO MEET THE MINIMUM FUSE PROTECTION CAPACITY OF TENANT'S MAIN ELECTRICAL CIRCUIT BREAKER. MAIN SERVICE FEEDERS, AS A MINIMUM, SHALL BE TREATED FOR THE SUM OF ALL LOADS, PLUS TWENTY -FICE PERCENT (25 %) SPARE CAPACITY. BRANCH CIRCUITS CONNECTED LOADS SHALL NOT EXCEED EIGHTY PERCENT (80 %) OF RATED CAPACITY. MINIMUM CIRCUIT WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL MAIN AND BRANCH CONTROL WIRING CIRCUITRY WIRING SHALL BE COPPER. ALL WIRING IS TO BE 600 -VOLT INSULATION, TYPE TW, THW, OR THHN FOR MAIN FEEDERS. SAME COLOR SHALL IDENTIFY SAME PHASE THROUGHOUT THE SYSTEM. 2. AT NO TIME CAN FLEXIBLE CONDUIT BE USED AS COMMON ROUTING FOR WIRES. 3. PANEL CONNECTED LOADS WITHIN THE TENANT SPACE AND MAIN FEEDER CONDUCTS (FROM LANDLORD SWITCH GEAR TO PANEL) SHALL BE BALANCED WITHIN PLUS OR MINUS TEN PERCENT (10 %) ACROSS ALL PHASES. 4. ALL CONDUITS SHALL BE CONCEALED IN FINISHED AREAS. MINIMUM CONDUIT SHALL BE ONE -HALF INCH (1/2 ") DIAMETER AND CONCEALED IN SLAB SHALL BE THREE - QUARTER INCH (3/4 "). NO CONDUIT IS ALLOWED TO BE INSTALLED IN THE SLAB UNLESS ABSOLUTELY NECESSARY. COORDINATE ALL IN SLAB WORK WITH LANDLORD'S STRUCTURAL ENGINEER. 5. ALL WIRING SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE GALVANIZED STEEL, RIGID HEAVY WALL OR ELECTRICAL METALLIC TUBING. WATERTIGHT FITTINGS SHALL BE USED WHERE REQUIRED BY CODE. 6. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC... SHALL BE FASTENED TO BAR JOISTS OR BEAMS. NO ATTACHMENT OR SUPPORT FROM ANY ROOF DECK IS ALLOWED. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST THREE INCHES (3 ") FROM WATER OR GAS LINES, WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. 7 FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR CONNECTIONS INSIDE CASEWORK AND AS THE FINAL CONNECTION FOUR FEET (4' -0 ") MAXIMUM LENGTH, MINIMUM ONE -HALF INCH (1/2 ") ELECTRICAL TRADE SIZE TO RECESSED FIXTURES, MOTORS AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. NO BX, AC, MC OR ROMEX TYPE WIRING CAN BE ALLOWED. FURNISH LIQUID -LIGHT FLEXIBLE CONDUITS FOR OUTDOOR INSTALLATIONS AND FLOOR BOXES SHALL BE WATERTIGHT WITH CAST THREADED CONDUIT HUBS. 8. PULL BOXES OR JUNCTION BOXES ARE REQUIRED TO BE OF MINIMUM TWELVE- (12) GAUGE GALVANIZED STEEL. BOXES IN WALLS SHALL BE GALVANIZED PRESSED STEEL OR CAST METAL. CAULK AROUND BOXES TO ELIMINATE NOISE TRANSMISSION. 9. THE ELECTRICAL SYSTEM SERVING THE TENANT SPACE SHALL BE GROUNDED IN ACCORDANCE WITHOUT LATEST REQUIREMENTS OF THE NEC. 10. GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE INSTALLED IN BRANCH CIRCUITS. WHERE REQUIRED BY CODE. 11. PRIOR TO MAKING ANY CONDUIT, PIPE OR DUCT -ROOF PENETRATION AND/ OR POSITIONING ANY EQUIPMENT ON THE ROOF, ALL THE PROPOSED LOCATIONS AND/ OR PENETRATIONS SHALL MATCH LOCATIONS, AS INDICATED ON THE LANDLORD APPROVED PLANS AND BE APPROVED BY LANDLORD'S ON -SITE REPRESENTATIVE. ELECTRICAL PANEL 1. AS REQUIRED, PROVIDE LOCK -ON DEVICES ON PANEL CIRCUIT BREAKERS FOR EXIT AND EMERGENCY LIGHT AND FIRE/ SMOKE ALARM SYSTEM. 2. FURNISH A COMPLETE TYPEWRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS IN THE PANEL DOOR. MISCELLANEOUS ITEMS 1. DRY TYPE TRANSFORMER NOISE LEVEL IS LIMITED TO A MAXIMUM OF FIFTY (50) DB AVERAGE, MEASURED AT A DISTANCE OF ONE FOOT (1' -0 ") FORM THE CASE, PER NAME PUBLICATION NO. TR -1 -1960 OR LATEST REVISION THEREOF. 2. AS REQUIRED BY GOVERNING CODES, FURNISH SELF- CONTAINED, BATTERY PACK EMERGENCY LIGHTING AND EXIT SIGNS THROUGHOUT THE DEMISED PREMISES. 3. PROVIDE WEATHERPROOF DISCONNECT SWITCH, 120 VOLT DUPLEX SERVICE OUTLET AT EACH ROOF - MOUNTED HVAC UNIT. 4. ALL DEVICES AND EQUIPMENT IN FINISHED AREAS SHALL BE FLUSH MOUNTED, WHERE POSSIBLE. 5. NO LIGHTING CAN BE INSTALLED OUTSIDE THE TENANT SPACE, IN THE COMMON AREA AND/ OR CEILING FOR STOREFRONT LIGHTING OR SIGN ILLUMINATION. 6. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORD'S SWITCHBOARD. NAMEPLATES SHALL BE ONE -EIGHT INCH (1/8 ") THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE ONE INCH (1 ") WITH ONLY THE TENANT'S SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. 1. ALL TENANT TELEPHONE EQUIPMENT IS TO BE CONTAINED WITHIN THE TENANT'S SPACE. LANDLORD SHALL PROVIDE ONE THREE - QUARTER INCH (3/4 ") EMPTY CONDUIT FROM LANDLORD'S TELEPHONE EQUIPMENT FROM TO TENANT'S DEMISED SPACE. 2. TENANT'S HVAC SYSTEM SHALL BE POWERED OFF TENANT'S ELECTRICAL DISTRIBUTION SYSTEM. TENANT SHALL PROVIDE ALL POWER AND CONTROL WIRING, INCLUDING FINAL CONNECTION. 3. TENANT'S LIGHTING AND LIGHTING CONTROL SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE. 4. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER (MINIMUM SIZE 2A:20BC), WHERE ANY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST ONE (1) HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWILA FIRE DEPARTMENT. SMOKE/ FIRE ALARM 1. LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION BOX INSIDE THE DEMISED PREMISES FOR EACH TENANT'S USE IN CONNECTING THEIR INDIVIDUAL FIRE ALARM SYSTEMS OR COMPONENTS. TENANT SHALL FURNISH AND INSTALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 2. TENANT SHALL INSTALL WITHIN TENANT'S PREMISES AS FIRE ALARM SYSTEM OR COMPONENTS AS DELINEATED THROUGH DESIGN DOCUMENTS ISSUED BY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR. 3. PROVIDE WIRING IN ACCORDANCE WITH NECK, NFPA AND AS REQUIRED BY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR AND ANY LOCAL AUTHORITIES WHICH MAY HAVE JURISDICTION. 4. THE TENANT SHALL FURNISH AND INSTALL DUCT DETECTOR(S) WITH REMOTE TEST SWITCH AND LED INDICATOR LIGHT IN EACH TENANT HVAC UNIT, IF REQUIRED BY CODE OR BY THE AUTHORITY HAVING JURISDICTION. 5. TENANT SHALL USES ONLY LANDLORD DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH THE LANDLORD'S FIRE ALARM SYSTEM. FIRE SUPPRESSION SYSTEM 1. TENANT SHALL PROVIDE AND INSTALL APPROPRIATE TYPE FIRE EXTINGUISHERS IN STOCK ROOM AREAS AND ELSEWHERE THROUGHOUT THE DEMISED PREMISES, AS REQUIRED BY ALL LOCAL AUTHORITIES HAVING JURISDICTION AND LANDLORD'S INSURANCE CARRIER. DoT,L4i," RECEIVED CITY OF TUKWILA DEC 13 200/ PEFII�IIT CLN fER DOLLUDA AlkCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 -624 -4222 f: 206- 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206- 246 -0423 O LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE LANDLORD'S NOTES AND CRITERION w co DRAWING NUMBER A0.04 SITE PLAN SCALE : 1:600 I } a z W U 0 U) V ortra R�7 4 �k��A PARKWq� iffillis11111111 111111111111111111 ID Milli L THE OLNE BANK OF 7.405 C 5064 - — KEY • r � � BAtVK w7 Ira Qff � o �a A FIRESTONE D L —J F- U I- 1 T i f LEGEND AREA OF WORK TENANT SPACE RECEIVED CITY OF TUKWILA DEC 13 2007 PENIviIT CEN i EP DOLLUDA AlkCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206- 624 -4222 f: 206- 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206 -246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE LL 0 SITE PLAN Is F— U j DRAWING NUMBER k Et A1.00 l IENANE WAS& v 4 v 4 4 4 4 5/8" GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X" S (BOTH SIDES) d, UL NO. U465 1EE F41.ONNG FASTENNG REOIIREMENTS ARE TAKEN FHON OL5 SPECERCA1NN FOR THE INDICATED ASSEMBLY. REFER TO TLS DOWNENTATEON FOR CONNE1E ASSEMBLY REOIIFIFMETFIS AND ALLOWABLE OP110FIS GIPSON BOARD: 5/8" THIO(, 4 FT NUZ. ATTACHED 10 STEEL STUDS AND FLOOR AND EELING IRACEC in I Wl um. type S STEEL SCREWS SPACED 8 IN. DC. ALONG ED[£5 CF BOARD AND 12 N. OD IN THE FIELD OF TEE BOARD. mars CREWED 'EThDCALLY AN) STAGGERED CM OPPOATE HOES CF THE ASSEMBLY. TILE WAINSCOT. THIN -SET (WHERE OCCURS) 6" STEEL STUDS 0 16" O.C. WALL FINISH PER SCHEDULE 6 CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS WHERE WALL ADUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HOUR PARTITION AT FINISHED CORRIDOR PAINTABLE FIRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP-TRK OR ED) PAINTABLE FIRESTOP SEALANT (BOTH SIDES) RAAISET AS REQUIRED wc-r..sNC,"=-vw i"x n"c SCALE 4 4 4 a a a 4 a 4 PAINTABLE FIRESTOP SEALANT (BOTH SIDES) \- - UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP —IRK OR EQ) FINISH PER SCHEDULE NOTE: FIRE RATING a' WALL A:SEYBLY IS NOT REWIRED TO EXIEJi1 ABOVE TENANT CEILING GYP91Y BOARD TO BE HELD ION. C CLEAR BELOW UNDERSIDE CF DECK ABOVE TO ACCOLONDKIE TENANT HVAC RERUN AIR SYS ELL CEILING BY TENANT (WHERE OCCURS) 6` STEEL STUDS 16" 0.C. 5/8" GYPSUM BOARD TYPE "X" (BOTH SIDES) UL ND. U465 HE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD CF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. RAMSET AS REQUIRED 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PAINTABLE FIRESTOP SEALANT (BOTH SIDES) NOTE ALL GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT Coos - .x syv.oww WUO 1 HR TENANT DEMISING PARTI11ON (TYPICAL) r . TYPES WALL CONSTRUCTION FIRE RATING SOUND RATING DESCRIPTIONS CEILING NOTES MATERIAL NEIGHBOR TENANT SIDE - - = DEMISING WALL, BY LANDLORD 5/8" GWB, TYPE X #20 1 HR N/A 1. 6" #20 GA. MTL STUDS AT 16" O.C. SECURE, BRACE, AND ALIGN STUDS WITH THOSE OF ADJACENT DEMISING WALL 2. $" TYPE "X" GWB 3. EXTEND GWB UP TO DECK ABOVE, W/ 6FILL" MIN. CLEARANCE BETWEEN BECK AND GWB 4. ALL VOIDS AND PENETRATIONS TO BE ED TO PROVIDE 1 HR FIRE RATING ' • N- ♦ COLOR MATERIAL W1 - COLOR a _ Mil RETAIL SALE SPACE CARPET & TILES FF GA. MTL STUD GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING GYP WALLBOARD PT. SILVER LINING , i CORRIDOR . o 3.1. i 1HR N/A 1. 6" #20 GA. MTL STUDS AT 16" O.C. SECURE, BRACE, AND ALIGN STUDS WITH THOSE OF ADJACENT DEMISING WALL 2. $" TYPE "X" GWB 3. EXTEND GWB UP TO DECK ABOVE, W/ 6" MIN. CLEARANCE BETWEEN DECK AND GWB 4. ALL VOIDS AND PENETRATIONS TO BE FILLED TO PROVIDE 1 HR FIRE RATING T PT. RUBIDOUX � = DEMISING WALL, BY LANDLORD 5/8" GWB TYPE X � RUBIDOUX 2 IIIIIAP WALL BUMP OUT TO BE PAINTED RUBIDOUX FF 6" #20 GA. MTL STUD GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING BASE TO MATCH COLOR OF WALL 1 HR N/A 1. 6" #20 GA. MTL STUDS AT 16" O.C. SECURE AND LATERALLY BRACE 2. a " TYPE "X "GWB 3. EXTEND GWB UP TO DECK ABOVE, W/ 6" MIN. CLEARANCE BETWEEN DECK AND GWB 4. ALL VOIDS AND PENETRATIONS TO BE FILLED TO PROVIDE 1 HR FIRE RATING SOUTH WALL ♦ PT. OLIVE FOG WOOD #20 GA. MTL STUD OLIVE FOG W3 BASE TO MATCH COLOR OF WALL 6" CHANGING ROOM CARPET FF ALL WALLS GYP WALLBOARD PT. SILVER LINING WOOD 5/8" GWB, TYPE X SILVER LINING GYP WALLBOARD PT. SILVER LINING BASE TO MATCH COLOR OF WALL 103 6" #20 GA. MTL STUD 1 HR N/A 1. 6" #20 GA. MTL STUDS AT 24" O.C. SECURE AND LATERALLY BRACE 2. %" TYPE "X" GWB 3. EXTEND 6" ABOVE FINISH CEILING. , ♦ SILVER LINING WOOD PT. SILVER LINING W4 PT. _ BASE TO MATCH COLOR OF WALL 5/8" GWB, TYPE X STORAGE CONCRETE CLEAR SEALER ALL WALLS GYP WALLBOARD PT. - N/A 1. 6" #20 GA. MTL STUDS " TYPE "X" GB 1 1/4" WOOD VENEER 2. % W SILVER LINING 1 1/4" WOOD VENEER i 146 ♦ - - - �� 105 , �� - _� .w �= s p. • CONCRETE _ _ -- - ma _ := • • I! - ALL WALLS W5 PT. 5/8" GWB, TYPE X WOOD - 6" #20 GA. MTL STUD ACOUSTICAL PANELS - ROOM NO. ROOM NAME FLOOR WALL BASE CEILING NOTES MATERIAL FINISH LOC MATERIAL FINISH COLOR MATERIAL FINISH COLOR MATERIAL FINISH - COLOR 101 RETAIL SALE SPACE CARPET & TILES FF EAST WALL GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING GYP WALLBOARD PT. SILVER LINING BASE TO MATCH COLOR OF WALL FF EAST WALL GYP WALLBOARD PT. RUBIDOUX WOOD PT. RUBIDOUX WALL BUMP OUT TO BE PAINTED RUBIDOUX FF WEST WALL GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING BASE TO MATCH COLOR OF WALL FF SOUTH WALL GYP WALLBOARD PT. OLIVE FOG WOOD PT. OLIVE FOG BASE TO MATCH COLOR OF WALL 102 CHANGING ROOM CARPET FF ALL WALLS GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING GYP WALLBOARD PT. SILVER LINING BASE TO MATCH COLOR OF WALL 103 CHANGING ROOM CARPET FF ALL WALLS GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING GYP WALLBOARD PT. SILVER LINING BASE TO MATCH COLOR OF WALL 104 STORAGE CONCRETE CLEAR SEALER ALL WALLS GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING ACOUSTICAL PANELS - WHITE 105 OFFICE CONCRETE CLEAR SEALER ALL WALLS GYP WALLBOARD PT. SILVER LINING WOOD PT. SILVER LINING ACOUSTICAL PANELS - WHITE ROOM FINISH SCHEDULE WALL TYPES 9 SCALE: 6" =1 .1 S 1/4" TILE METAL TRANSITION STRIP, VERIFY TERMINATOR IN SPECS, TYP. PEPPBLE TILES ON THIN SET MORTAR CONCRETE SLAB TRANS. DETAIL TILE & PEBBLE 1111111111k1111111111111111111111111111111111111111 4A 4 , -yY SCALE: 6" = 1' -0" i4 d 4 4 A 4. n 4 4 4 A PEPPBLE TILES ON THIN SET MORTAR METAL TRANSITION STRIP, VERIFY TERMINATOR IN SPECS, TYP. CARPET CONCRETE SLAB TRANS. DETAIL PEBBLE & CARPET ■MM// /// // // ' IIIIII111E111IIUM11111111111111 4 44 4 4 4 SCALE: 6" = 1' -0" 4 , 1, A 1/4" TILE CARPET GENERAL NOTES 1. PT. COLOR BY PRATT & LAMBERT. 2. ACOUSTICAL PANELS NOISE REDUCTION COEFFICIENT OF 0.60 -0.07 W/ ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBLES. 3. ALL COLORS AND MATERIALS SECTIONS ARE TO MEET FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS CODES AND REGULATIONS. 4. BACK OF STORE FLOOR FINISH IS TO BE CONC. W/ CLEAR SEALER. 5. CARPET IS TO BE COMMERCIAL GRADE AND MEET ADA RESISTENCE FOR WHEELCHAIRS ACCESSIBILITY. 6. INSTALL GWB AND 6" STL STUD ON TENTANT'S SIDE AND MAINTAIN THE SAME RATING AS LANDLORD'S WALL. 7. ALL DEMISING WALL WHERE THERE IS AN ADJACENT TENANT OR CORRIDOR, TENANT IS TO INSTALL GWB ON DEMISING WALL THAT IS TO EXTEND UP TO DECK ABOVE W/ 6" MIN. CLEARANCE BETWEEN DECK AND GWB. METAL TRANSITION STRIP, VERIFY TERMINATOR IN SPECS, TYP. CONCRETE SLAB 4 4 TRANS. DETAIL A TILE & CARPET boi GENERAL NOTES 1. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES AT INTERSECTION OF TENANT'S FLOORING AND MALL'S TILES MIIM M//r// //� /III r.///W /////A 4 4 •3 4 44 4 SCALE: 6" =1 4 4 4 4 4 A 4 . 4 4 :_ =Aua`",.. 6"s...E ., CC :1E. L J A€- LIANCE JAY •7 2JO8 - 6 4 4 GROUT TRANS. DETAIL TILE & TILE TILES ON THIN SET MORTAR CONC. SLAB RECEIVED CITY OF TUKWILA DEC 13 2007 P EI� IVIIT CEN I ER li OLLUDA AIN.CHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER 0 MALL Et 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 Co TEL: 206- 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 DRAWING TITLE 1 , ROOM FINISH Q SCHEDULE, I WALL TYPES AND LL1 DETAILS CO - =IMMINEMMI- DRAWING NUMBER c7-4, A1.01 FLOOR FINISH LEGEND LIGHTINGS/ EQUIPMENT LEGEND SYMBOLS DESCRIPTIONS L1 0 MINI CONCAVE ADJUSTIBLE GIMBAL, RECESSED L2 0 4 LIGHT SQUARE, RECESSED 00 .. L3 0 PENDENT, SURFACE MOUNT L4 CARPET, COMMERCIAL GRADE W/ ADA RESISTANCE FOR WHEELCHAIRS `A MINI PENDENT, SURFACE MOUNT L5 RS RPM "! !1rovi. 0.11 -str!! eitattlifigNI FLORESCENT 4 LAMPS LIGHTING, FLUSH MOUNT WITH HUNG CEILING ® SP V ♦ 1 ,....i © RECESSED CEILING SPEAKERS, TO BE INTERACE W/ SIEMENS HTRI SERIES FOR MUSIC SHUT DOWN DURING FIRE ALARM NOTE: t SEE ELECTRICAL DRAWINGS FOR DETAILS AND SPECIFICATIONS OF BULB . 2. LAY IN ACOUSTICAL CEILING TILES ARE TO HAVE NOISE REDUCATION COEFFICIENT OF 0.60 -0.70 W/ A MIN. ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBLES AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. 3. STOREFRONT SIGNAGE IS TO BE ON SEPERATE CIRCUIT AND ON A 7 DAY TIME CLOCK SET TO MALL'S OPERATION HOURS. SEE ELEC. DWG. FLOOR FINISH LEGEND SYMBOLS DESCRIPTIONS 12 "x12" SLATE TILES 0 t�02 4441 '�4. ** ** $: CARPET, COMMERCIAL GRADE W/ ADA RESISTANCE FOR WHEELCHAIRS RS RPM "! !1rovi. 0.11 -str!! eitattlifigNI PEBBLE TILES ® V ♦ 1 ,....i TILES TO MATCH LANDLORD'S MALL FINISH IN TYPE AND COLOR 1147 . . Q ° . CONC. W/ CLEAR SEALER 0 NOTE: 1. SEE SPECS FOR COLOR AND STYLE. 2. ALL MATERIALS AND COLOR SELECTIONS MUST MEET FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. 3. WHEN EXTENDING MALL TILES TO TENANTS STOREFRONT BASE OR VESTIBULE, MALL'S TILES ARE NOT TO BE CUT, TILES MUST BE FULL TILES. IF TILES ARE CUT IT MUST BE REMOVED AND REPLACED WITH FULL TILES. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSISTION DEVICES AT INTERSECTION OF MALL'S AND TENANT'S TILES, LO BOUL CONT PROVID 1 — A1.01 I 5 -4- si , DJACE `1 Ft! OICE CROSS BRACING STRUCT. o .. STORAGE' ROOM .. p CONS FL ° W/ CLEARS p ' • p ° A MA,I TAIN FRAMING AS IV3 CL • SE TO CROSS . o B - A CING.AE,S PG'SSIBL8 OR ALEF FLOOR PLAN AND FINSIH 12 -4 ° ' 3' -5" ALCOV EXIT REMOV STL ST ENTRA METAL ORNE GAURD METAL ORNER GAURD _- LANDLORD'S _— D FOR ALCOVE CE FACE OF EXISTING COLUMN S OREFRONT- GLAZING SYSTEM SCALE : 1/4 ".= 1' -0" MALL'S TILES ARE TO EXTEND INTO TENANTS ALCOVE. TILES TO MATCH EXISTING MALL TILES IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. DO NOT CUT TILES. ENTRANCE PORTAL „ Z. • 0 a <h ADJACENT TENANT GWB CEILING (TYP.) 2' -O" 2' -O" 2' -0" • `"SP 2' -O" ''r, 21-6 ". ENTRANCE PORTAL FRAME ', IRS NIV SP 0 �SP • 5' -6 N • 9 N L5 L4 •. •61 L1 L2 2' -0" EQ. SCALE : 1/4" =1 GWB CEILING (TYP.) EQ. EQ. GWB CEILING.. (TYP.) 12' - 0" A.F.F. CROSS BRACING STRUCT. 19' -6$" . 10' -6" 0 A 13' -7" A.F.F. L3 L3 L5 L5 1 A2.01 A4.04 ra .. AEI l ' 1 �V 1 _ r` . atZt ,l� L4 W D OD SOFFIT A PORTAL L2 . E2 L2 L2 L2 L5 L5 r L1 POWER SUPPLY WIRING FOR PRIVA -LITE GLASS, SEE ELECTRICAL DWG. 4.04 .o w a w d . 5' -6" rt eV A di k 9' -0" A:F.F. • L1 @ – . 2' -9" • - .L.4 SP . 2' -a" REFLECTED CEILING PLAN 2' -O" 1 RECESSED LOCATION FOR PROJECTOR LIGHTS IN RECESSED DISPLAY CASE 1 HOUR RATED CORRIDOR ACOUSTICAL HUNG CEILING GWB CEILING, 1 HR RATED RECESSED ALCOVE LIGHT L ...% ::= a 0 D O m GENERAL NOTES 1. ALL DIMENSIONS ARE TO BE FACE OF STUD UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY LAYOUT OF PEBBLE TILES WITH ARCHITECT. 014(al RECEIVED CITY OF TUKWILA DEC 13 2007 PEINIMIIT CEN I ER 3 0 z LU DOLLUDA AlkCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER 0 MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE FLOOR PLAN AND REFLECTED CEILING PLAN DRAWING NUMBER A1.11 DISPLAY FIXTURES LEDGEND TYPE DIMENSIONS DESCRIPTIONS S1 FIXTURES SCHEDULE DESCRIPTIONS Fl 1 \\ 1 11 !' - y I ! 1 �/ i( WALL AND FLOOR MOUNTED OUTRIGGER DISPLAY RACKS F2 STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. NOTE: 1. ALL SHELVING UNITS SHALL BE USE FOR HANGING CLOTHES AND BOXS ONLY. -Ii 1 1 I : ' 'j II \ I� TWO WAY MOVABLE FIXTURES F3 * \P- .,.� �I ill DISPLAY TWO TIERS TABLES F4 i '1 . THREE WAY MOVABLE FIXTURES , j F5 ACCESSORIES FIXTURES e, RECEIVE __ M —„ I MANNEQUINS DEC 13 2007 PLIimIT OLN I ER NOTE: 1. FIXTURES ARE OWNER PROVIDED AND INSTALLED BY CONTRACTOR. REFER TO CUT SHEETS FOR MORE DETAILS AND DIMENSIONS STORAGE RACKS LEDGEND TYPE DIMENSIONS DESCRIPTIONS S1 18 "D x 8'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. S2 18 "D x 7'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. S3 18 "D x 4'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. S4 18 "D x 5'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. NOTE: 1. ALL SHELVING UNITS SHALL BE USE FOR HANGING CLOTHES AND BOXS ONLY. ' � "aa`o-1 ADJ TE co tho co CENT ANT D5 o 7' -6" ADA CHANGING ROOM 103 OFFICE 105 PIVOT BOX IN SLAB FOR STOREFRONT DOORS ELECTRICAL RACEWAY PENETRATION, SEE ELECTRICAL DWG. TYPICAL LOCATIONS WHERE DISPLAY CASES WILL BE ATTACHED TO FLOOR SLA3 D4 j CHANGING ROOM 102 D2 RETAIL SPACE 101 CROSS BRACING STRUCT. CUT OUT IN SLAB FOR BOULDER • 4' -1" 7' -1( 0 STORAGE ROOM 104 6' -1( II II 0 - 4 -1" SLAB PENETRATIONS PLAN 1' -0" D3 6' -10" e r ti er r Co 1 HOUR RATED 3ORRIDOR 8 r 0 ip � •- L CD T _ 0 a ADJACENT ° TENANT Aco r Co co 1'- I, SCALE : 1/4" = 1' -0" 7' FIXTURES LAYOUT PLAN L PANELS RICAL DW b 0 co (el GENERAL NOTES 1. TENANAT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. 2. PENETRATION IN SLAB WILL BE NECESSARY TO SECURE STOREFRONT GLASS SYSTEM. PERMIT o SUBMITTAL PROJECT TITLE ESCAPE z OUTDOORS AT S OUTHCENTER 0 MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206- 246 -0423 O LEVEL 1 AREA 2 0 TENANT # 1460 DRAWING TITLE LL 5 DOLLUDA AJACHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206- 624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE SLAB 0 PENETRATION AND L FIXTURES PLANS DRAWING NUMBER A1.12 STORAGE RACKS LEDGEND TYPE DIMENSIONS DESCRIPTIONS S1 18 "D x 8'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. S2 18 "D x 7'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. S3 18 "D x 4'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. S4 18 "D x 5'W x 7'H STEEL FRAME W/ PARTICLE BOARD SHELF, ANCHOR TO FLOOR SLAB AND BOLT TO WALL. HANGING RAIL OPTION. NOTE: 1. ALL SHELVING UNITS SHALL BE USE FOR HANGING CLOTHES AND BOXS ONLY. ADJACENT TENANT A ADA CHANING ROOM 103 OFFICE 105 SCALE : 1/2" =1 1 HR RATED 9 N- O N SCALE : 1/4" =1 CHANGING ROOM 102 53 S1 S4 53 L._J 10' v" 8' S1 TYP. STORAGE ROOM 104 S2 SHELVING UNITS LAYOUT PLAN 9 N- 9 N RACK (FOIC), TYP. STORAGE ROOM ELEVATIONS 9 CD c M 54 PROVIDE METAL BLOCKING IN WALL TO SECURE RACKS, TY DOOR FROM RETAIL SPACE TO STORAGE ROOM 3 in S2 5' -6" EXIT DOOR TO ALCOVE f U C HOLLOW DOOR & F 9 N' O cV RACK, FOIC MALL CORRIDOR ALCOVE EXIT TO MALL'S CORRIDOR ELECTRICAL PANELS LOCATION METAL RAME D USE 5 /6' 0 ANCHOR BOLT NTS DOT-L46/ NTS #020 FOOTPLATE FOOT PLATE ASSEMBLY DETAIL WALL ANCHOR DETAIL BOTTOM OF POST 2" LONG BOLT ATTACH EITHER TO FRONT OR SIDE OF POST, AS CLOSE TO THE TOP OF THE POST AS POSSIBLE. BE SURE POST IS TRUE VERTICAL BEFORE SECURING TO WALL. ALL RACKS ARE MECHANICALLY ANCHORED IN PLACE. SEE ADDITIONAL ATTACHMENTS FOR ANCHOR AND LOAD CALCULATION DETAILS. RECEIVED CITY OF TUKW!LA DEC 1 3 2007 P��IVIIT CEN I ER w DOLLUDA A1X.CHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 -624 -4222 f: 206- 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE STORAGE ROOM SHELVING UNITS g PLAN AND DETAILS LU DRAWING NUMBER A1.13 3 5/8" RAIL t,10' -0" OF DOOR STOREFRONT GLAZING SYSTEM 3 5/8" RAIL DISPLAY FIXTURES (FOIC), TYP. BASE TRIM, TYP. GWB, TYP. 4 " " x10 " SS STL, #10 GA. CORNER GUARD SCALE : 1/4" =1 SCALE : 1/4" =1 GENERAL NOTES FINISH OF ALCOVE & DOOR TO MATCH THE FINISH OF CORRIDOR. SCALE : 1/4" =1 BASE TRIM TO BE CONTINUED BEHIND DISPLAY FIXTURES INTERIOR ELEVATION - WEST WALL A A METAL BACK LITE SIGN, SECURE TO BLOCKING IN WALL, BY GENERAL CONTRACTOR RECESSED DISPLAY CASE. CASH WRAP 9 h G 9 C) WB, TY EXIT ALCOVE ELEVATIONS MIRROR P. REAR DOOR SIGNAGE: 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND, MOUNTED 5' -O" ABOVE FINISH FLOOR, CENTERED ON DOOR. SIGN IS TO HAVE TENANT'S NAME & SPACE NUMBER // 11//////%//////////////// /////////////////////////////r Av,, ESC A PE OUTDOORS INTERIOR ELEVATION - EAST WALL EXIT ALCOVE, 1 HR RATED B DISPLAY FIXTURES (FOIC), TYP. 1 B HOLLOW METAL DOOR & FRAME, FINISH TO MATCH LANDLORD'S CORRIDOR, 1 HR RATED DOOR BELL HARDWARE W/ LOCK 4 "x4 " 10" STAINLESS STEEL, #10 GA. CORNER GUARD RECESSED. DISPLAY CASE MIRROR V BOULDER \ / i ii / i i/ i i i i i i iii i///i/ ii/// ii iiii i //i i /// i i i i ✓/ DECORATIVE BOULDER (FOIC), CONTRACTOR TO VERIFY LOCATION OF CUT OUT IN SLAB 9 CV r RACK (FOIC), TYP. M PROVIDE METAL BLOCKING IN WALL TO SECURE RACKS, TYP. GWB, TYP. HOLLOW METAL DOOR & FRAME 3 5/8" WOOD BASE TRIM, TYP. 3 5/8" WOOD BASE TRIM, TYP. PROVIDE BLOCKING IN WALL TO SECURE FIXTURES, TYP. GWB, TYP. SCALE : 1/4" =1 SCALE : 1/4" = SCALE : 1/4" = 1' -0" A O r PROVIDE METAL \ BLOCKING IN WALL TO SECURE FIXTURES, TYP. 3' -11;x" GWB, TYP. OFFICE ELEVATION N- 9 N 0 r LANDLORD FINISH EXTENT OF T.I. FINISH INSTALL STL STUD & GWB TO MATCH LANDLORD'S BULKHEAD UP TO 15' -0 ", FINISH TO MATCH MALL'S FINISH MALL %' CLEAR ANODIZED ALUM. REVEAL Y2' TEMPERED GLASS 3 %" RAIL EXTERIOR STOREFRONT ELEVATION C STORAGE ROOM ELEVATIONS DRESSING ROOM MIRROR 3 5/8" WOOD BASE TRIM, TYP. HOLLOW METAL DOOR & FRAME TO STORAGE ROOM a r CK, FOIC 3 5/8" RAIL PENDANT LIGHTING GLAZING DECORATIVE BOULDER (FOIC) 4' -0" A A r PROVIDE METAL BLOCKING IN WALL TO SECURE RACKS, TYP. HOLLOW METAL DOOR & FRAME TO OFFICE 5" \ DISPLAY FIXTURES (FOIC), TYP. SCALE : 1/4" =1-0" WOOD VENEER PANEL DOUBLE GLASS DOORS W/ STL HARDWARE, CHROME FINISH SCALE : 1/4" =1 GWB, TYP. SCALE : 1/4" =1 / / / / N 0 M 0 WOO N ti r B D D DOOR & FRAME N N N N / / , / / C CHANGING ROOM ELEVATIONS WOOD DOORS & FRAMES TO CHANGING ROOM INTERIOR ELEVATION - NORTH WALL ACCESS DOOR FOR EQUIP. TO MATCH ADJACENT FINISH, PROVIDE CONSEALED HINGES & FASTENERS PRIVA -LITE GLASS INTERIOR ELEVATION -- SOUTH WALL GWB, TYP. 10'-O" A.F.F - - — — - '.—"'" \ ; � x, \' s• . _• ° .'^" p ',. .. 1i,. aN e � . t:4, 1\21` \t Ti RECENED CITY OF TUKWILA DEC 1 3 Zuu/ PLi1IViIT GER I ER LL DOLLUDA A1XCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206- 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT u S B M ITTAL PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER MALL D 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 O DRAWING TITLE 0 ELEVATIONS DRAWING NUMBER A2.01 \ 2 L A4.04 IYP. TY . \-:.:. BOULDER A 4.04 sk 7 _; j / r, f i I . .., \<.,„, I fr, fl \ jti / \ \ \ / / \ \ \ \ \ \ :\ \ / / / / _ = _ E .= —= 3 5/8" RAIL t,10' -0" OF DOOR STOREFRONT GLAZING SYSTEM 3 5/8" RAIL DISPLAY FIXTURES (FOIC), TYP. BASE TRIM, TYP. GWB, TYP. 4 " " x10 " SS STL, #10 GA. CORNER GUARD SCALE : 1/4" =1 SCALE : 1/4" =1 GENERAL NOTES FINISH OF ALCOVE & DOOR TO MATCH THE FINISH OF CORRIDOR. SCALE : 1/4" =1 BASE TRIM TO BE CONTINUED BEHIND DISPLAY FIXTURES INTERIOR ELEVATION - WEST WALL A A METAL BACK LITE SIGN, SECURE TO BLOCKING IN WALL, BY GENERAL CONTRACTOR RECESSED DISPLAY CASE. CASH WRAP 9 h G 9 C) WB, TY EXIT ALCOVE ELEVATIONS MIRROR P. REAR DOOR SIGNAGE: 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND, MOUNTED 5' -O" ABOVE FINISH FLOOR, CENTERED ON DOOR. SIGN IS TO HAVE TENANT'S NAME & SPACE NUMBER // 11//////%//////////////// /////////////////////////////r Av,, ESC A PE OUTDOORS INTERIOR ELEVATION - EAST WALL EXIT ALCOVE, 1 HR RATED B DISPLAY FIXTURES (FOIC), TYP. 1 B HOLLOW METAL DOOR & FRAME, FINISH TO MATCH LANDLORD'S CORRIDOR, 1 HR RATED DOOR BELL HARDWARE W/ LOCK 4 "x4 " 10" STAINLESS STEEL, #10 GA. CORNER GUARD RECESSED. DISPLAY CASE MIRROR V BOULDER \ / i ii / i i/ i i i i i i iii i///i/ ii/// ii iiii i //i i /// i i i i ✓/ DECORATIVE BOULDER (FOIC), CONTRACTOR TO VERIFY LOCATION OF CUT OUT IN SLAB 9 CV r RACK (FOIC), TYP. M PROVIDE METAL BLOCKING IN WALL TO SECURE RACKS, TYP. GWB, TYP. HOLLOW METAL DOOR & FRAME 3 5/8" WOOD BASE TRIM, TYP. 3 5/8" WOOD BASE TRIM, TYP. PROVIDE BLOCKING IN WALL TO SECURE FIXTURES, TYP. GWB, TYP. SCALE : 1/4" =1 SCALE : 1/4" = SCALE : 1/4" = 1' -0" A O r PROVIDE METAL \ BLOCKING IN WALL TO SECURE FIXTURES, TYP. 3' -11;x" GWB, TYP. OFFICE ELEVATION N- 9 N 0 r LANDLORD FINISH EXTENT OF T.I. FINISH INSTALL STL STUD & GWB TO MATCH LANDLORD'S BULKHEAD UP TO 15' -0 ", FINISH TO MATCH MALL'S FINISH MALL %' CLEAR ANODIZED ALUM. REVEAL Y2' TEMPERED GLASS 3 %" RAIL EXTERIOR STOREFRONT ELEVATION C STORAGE ROOM ELEVATIONS DRESSING ROOM MIRROR 3 5/8" WOOD BASE TRIM, TYP. HOLLOW METAL DOOR & FRAME TO STORAGE ROOM a r CK, FOIC 3 5/8" RAIL PENDANT LIGHTING GLAZING DECORATIVE BOULDER (FOIC) 4' -0" A A r PROVIDE METAL BLOCKING IN WALL TO SECURE RACKS, TYP. HOLLOW METAL DOOR & FRAME TO OFFICE 5" \ DISPLAY FIXTURES (FOIC), TYP. SCALE : 1/4" =1-0" WOOD VENEER PANEL DOUBLE GLASS DOORS W/ STL HARDWARE, CHROME FINISH SCALE : 1/4" =1 GWB, TYP. SCALE : 1/4" =1 / / / / N 0 M 0 WOO N ti r B D D DOOR & FRAME N N N N / / , / / C CHANGING ROOM ELEVATIONS WOOD DOORS & FRAMES TO CHANGING ROOM INTERIOR ELEVATION - NORTH WALL ACCESS DOOR FOR EQUIP. TO MATCH ADJACENT FINISH, PROVIDE CONSEALED HINGES & FASTENERS PRIVA -LITE GLASS INTERIOR ELEVATION -- SOUTH WALL GWB, TYP. 10'-O" A.F.F - - — — - '.—"'" \ ; � x, \' s• . _• ° .'^" p ',. .. 1i,. aN e � . t:4, 1\21` \t Ti RECENED CITY OF TUKWILA DEC 1 3 Zuu/ PLi1IViIT GER I ER LL DOLLUDA A1XCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206- 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT u S B M ITTAL PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER MALL D 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 O DRAWING TITLE 0 ELEVATIONS DRAWING NUMBER A2.01 A4.04 ENTRANCE PORTAL A3.02 BASE -RAIL TEMPERED GLASS A4.04 A4.01 PEDESTRIAN BRIDGE, BY LANDLORD PROVIDE FINISHES TO MATCH MALL 3 �4' CLEAR ANODIZED ALUM. REVEAL TOP RAIL PRIVA -LITE GLASS TEMPERED GLASS BASE RAIL DOUBLE GLASS DOORS W/ LOCK HARWARE STOREFRONT ELEVATION SCALE : 1" = 1' -0" COLUMN, BY LANDLORD STORE 15' -0 ", BULKHEAD '` 13' - ", HEIGHT IF O NCE RECEIVED CITY OF TUKWILA DEC 13 2007 PEklvlf ULN! I ER 0 LL w cL 110OLLUDA A1NCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 -624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL gtzr cN PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 ct 0 DRAWING TITLE 0 z STOREFRONT ELEVATION 1 H w DRAWING NUMBER A2.02 , T 4 A302 M.02 II -- MECHANICAL SP/ A3.02 A3.02 - -. ( .- l NH •••• 1 { --. 1 1 � I 1 I1�.�- I -_ — _._...._._..__ I f -- — _ I 3 C � l i 1 ESCAPE F -r— , c TENANT SPACE SECTION � .-_ -_ _ i I I OUTDOORS : = .._..... -... -. - " `� iN— .i I i, 11 _ -1L _.._._.. .. .. ._�- -,..., • _- .._v..._ ., _.__ ii •ice M j ii 1 '' i 1 iI ' _ - __ _ _ - � � i 1 111.11MIEME _ ._ ---- _- - - -. —. _._.. i L : _... , T 4 A302 II A3.02 - -. ( .- l 1 r 1 i 1 c TENANT SPACE SECTION SCALE: 1 1/2" =1 NI TERMINATE GWB 6" BEFORE DECK 6" STL STUD DEMISING WALL, PROVIDED BY TENANT 6" STL STUD DEMISING WALL, PROVIDED BY LANDLORD j — 4" STL STUD CHANNEL, TYP. `k HAT CHANNEL STL EDGE CLIP 5/8" GWB, TYP. PROVIDE 5/8" TYPE X GWB ON ALL LANDLORD'S STL STUD DEMISING WALL , TYP. DEMISING WALL SECTION - TYPICAL F.F. TENANT SPACE SECTION SCALE : 1/4" =1 ii 9 ti I 0 r.— -- �... _ ._ ti 0 O 6" STL STUD DEMISING WALL, PROVIDED BY LANDLORD N N 1 FI N $ a 1 TERMINATE GWB 6" BEFORE DECK 4" STL STUD CHANNEL, TYP. x 1 r 0 • • rA VA FA RECESSED LIGHTING FIXTURE, TYP. ADJUSTABLE GLASS SHELF, TYP. MIRROR, TYP. DISPLAY CASE WALL SECTION - TYPICAL PLASTIC LAMINATED OVER Y4' PARTICAL BOARD INTERIOR, TYP. 1 A3.02 6" STL STUD TOP TRACK, TYP. TERMINATES GYP WALLBOARD @ 6" ABOVE FINISH CEILING HANGER WIRE @48 "O.C(MAX) 9/16" TEE GRID MUST BE SECURED TO THE WALL USING ANGLE BRACKET, FINISH TO MATCH CEILING PANELS 9/16" MAIN TEE FINISH TO MATCH CEILING PANELS ACOUSTICAL TILES CEILING W/ NOISE REDUCTION COEFFICIENT OF 0.60 -.70 W/ MINIMUM ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBLES. HOLD DOWN CLIP STEP WALL ANGLE, FINISH TO MATCHWTH CEILING PANELS 1) A3.01 SCALE : 1/4" = 1' -0" ,0 I w 0 �J SCALE: 1 1/2" =1 taco 4" STL STUD CHANNEL, TYP. n RH:3 L• ..iet.2S'9=',3'.v:l17•74721:aac HAT CHANNEL STL EDGE CLIP 5/8" GWB, TYP. TERMINATES GWB @ 6" FROM FINISH CEILING GENERAL NOTES 1 CONTRACTOR MUST PRE -DRILL AND USE ANCHORS FOR ANY ATTACHMENTS OF ANCHORS, HANGERS AND EQUIPMENTS TO THE DECK STRUCTURE ABOVE. WHEREVER POSSIBLE ALL ATTACHMENTS SHOULD BE MADE TO THE STRUCTURAL BEAMS. DIRECT POWER SHOOTING OF ANCHORS OR ATTACHMENTS TO THE DECK WILL NOT BE ALLOWED. WOOD BASE TRIM J RECEIVED CITY OF TWA/ILA DEC 13 2007 PtRivl! GtI'J 1ER F.F. I m INTERIOR PARTITION WALL SECTION COVE t aF DOLLUDA AJACHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE cN ESCAPE z OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 DRAWING TITLE TENANT SPACE SECTIONS AND ENLARGE WALL SECTIONS DRAWING NUMBER A3.01 SEE GENERAL NOTES #1 ON A3.01 FOR ANCHORAGE OF HANGER TO DECK STL STUB BRACING TO BEAM @ 24" O.C., TYP. STL STUD BLOCKING ACCESS DOOR FOR EQUIP., FINISH TO MATCH ENTRANCE PORTAL METAL TRIM, TYP. ELEC. EQUIP, SEE ELEC. DWG PROVIDE SHELF FOR ELECT. EQUIP. SLOTTED COMPENSATION CHANNEL ANCHOR TO BEAM STOREFRONT SECTION SCALE : 1" = 1' -0" PROVIDE 6" STL COMPENSATION CHANNELS, TYP. DECK EXTEND GWB W/ 6" CLEAR BTWN. DECK & GWB PEDESTRIAN BRIDGE, BY LANDLORD 6" STL STUD PROVIDE %" GWB, FINISHES TO MATCH MALL 3 /4' CLEAR ANODIZED ALUM. REVEAL WOOD VENEER PANEL, TYP. METAL BUILT UP SIGN LIGHTING - SEE ELECTRICAL ENTRANCE PORTAL FRAME 1/2" TEMPERED GLASS, ENTRANCE DOOR METAL HARDWARE BY DOOR MANUFACTURER (2) LAYERS OF 5/8" GWB, TYPE X @ CEILING OF ALCOVE 6" #20 GA. STL STUD, 24" O.C., TYP. 6" #20 GA. STL STUD TRACK 5/8" GWB TYPE X, TYP. z ALCOVE WALL & CEILING DETAIL - 1 HR SCALE: 1 1/2" = 1' -0" NOTE: PROVIDE BRACING ASSEMBLY © 12' -0" O.C. EACH WAY - TYP. COMPRESSION STRUT @ 12' -0" O.C. MAX (8" MAX FROM END OF MAIN RUNNER) 9/16" MAIN TEE (FINISH TO MATCH CEILING PANELS) NO. 12 GA. VERT. WIRE HANGER IN COMPRESSION TUBE - LEVEL CEILING GRID PRIOR TO SETTING CONDUIT ANCHOR TO STRUCT. MEMBER, SLAB OR DECK ABOVE 1/2" THIN WALL ELEC. CONDUIT (EXTEND TUBE TO BE TIGHT TO CLG. GRID AND STRUCT. ABOVE. THEN INSTALL BOLT TO SECURE ONE TUBE TO OTHER) 3/4" THIN WALL ELEC. CONDUIT W /SLOT @ END TO FIT OVER MAIN CEILING TEE @12'O.C. EA. WAY DRILL HOLE TO ACCEPT INSTALLED 1/8" DIAMETER BOLT & LOCKING NUT CROSS TEE 4412 GA SEISMIC SPLAY WIRE BRACING IN PLANE OF EACH TEE . VERTICAL ANGLE = 45° MAIN TEE, SECURE ALL WIRES TO TEES MAXIMUM 2" FROM INTERSECTION HUNG CEILING SEISMIC BRACING DETAIL SCALE : NTS 2" MAX FROM BRACE WIRES TO CROSS RUNNERS ACOUSTICAL HUNG CEILING DETAIL SCALE : NTS MAIN RUNNER @ 4 " -0" O.C. LAY IN ACOUSTICAL PANEL . C : :; 'F SCE ?` o 4(al #12 GA VERTICAL HANGER WIRE @ 4' -0" O.C. W. MIN. (30 TIGHT TURNS IN 1 -12" CROSS RUNNER @ 2' -0" O.C. RECEIVED CITY OF TUK\'ILA DEC 13 2Uui PEF�ivii l (;try o ER DOLLUDA A1XCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 -624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL C PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER 0 MALL 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2886 CO TEL: 206- 246 -0423 O LEVEL 1 AREA 2 0 TENANT # 1 460 0 DRAWING TITLE STOREFRONT SECTION AND CONSTRUCTION l DETAILS Go DRAWING NUMBER A3.02 DESIGNATION MATERIAL NOMINAL SIZE NOTES G1 TEMPERED GLASS 1/2" x 3' -11 5/8" x 12' -11" SEE MANUFACTURE'S SPECS FOR ASSEMBLY G2 TEMPERED GLASS 1/2" x 3' -11 7/8" x 12'11" " " G3 TEMPERED GLASS 1/2" x 3'-3" x 3' -3" " " G4 TEMPERED GLASS 1/2" x 3' -3" x 9' -8 7/8" " " G5 TEMPERED GLASS 1/2" x 3' -11 13/16" x 12' -11" " " G6 TEMPERED GLASS 1/2" x 1'- 9/16" x 12' -11" " " G7 TEMPERED GLASS 1/2" x 2' -1/2" x 12' -11" " " G8 TEMPERED GLASS 3/4" x 1' -0" x 12' -11" " " G9 GLASS PANELS W/ INTERLAYERS AND LIQUID CRYSTAL FILM INSERT 1/2" x 3' -3" x 9' -8 7/8" SEE GREENLITE GLASS ASSEMBLY'S SPECS FOR ASSEMBLY NOTE: 1. NONIMAL DIMENSIONS DOES NOT INCLUDE GLASS EMBEDDED WITHIN TOP AND BOTTOM RAILINGS. 2. PRIVA -LITE GLASS IS NOT TO BE CUT OR DRILL. GLASS SHOULD BE HANDLED WITH EXTREME CARE. v m � . C I 'EAL _J � 1' -0" 1 11r I, Y 1� J ..L 1. I 1, RAIL x 6 z , f G1 RED ASS 10 A4.04 3 W/ DNE ANT LITE ASS JCT. FIN AND 7 A4.04 � 1 I I mo` GLAZIN iCHEDULE u, r STRUCTURAL GLASS FIN GLAZING PLAN SCALE: 1/2" = 1' -0" A GLAZING ELEVATION SCALE: 1/2" =1 TOP RAIL BOTTOM RAIL ENTRANCE PORTAL FRAME PROVIDE STL STUD & GWB FINISH UP TO 15' -D" PER LANDLORD REQUIREMENT, FINISH TO MATCH MALL'S FINISH G6 B PROVIDE STL STUD & GWB FINISH UP TO 15' -0" PER LANDLORD REQUIREMENT, FINISH TO MATCH MALL'S FINISH A4.04 f f � f / ' / , /„ / 7 ' /' 1 % r / / / / /r' TYP. SCALE: 1/2" =1 1 GLAZING ELEVATION HANGERS WIRE @ 24 ", TYP. 4" STL STUD CHANNEL, TYP. HAT CHANNEL, TYP. 5 /s' GWP CEILING, TYP. 2 HEAD RAIL GLAZING SYSTEM CONN. W/ STRUCT. FIN SCALE : 1 1/2" =1' -0" • PROVIDE STL STUD & GWB FINISH UP TO 15' -0" PER LANDLORD REQUIREMENT, FINISH TO MATCH MALL'S FINISH 3 /4' RE TOP Y" TEMPE GL PATCH FITTING STRUCT. SILIC SEA y2" PRIVA- GL 3 /4" STR GLAS GLAZING BEY SCALE: 1/2" =1 6" STL STUD W/ COMPENSATION TRACK /8" GWP, EXTEND TO DECK W/ A 6" CLEARANCE COMPENSATION TRACK STL STUD BRACING @ 24" O.C. PEDESTRIAN BRIDGE FINISH BY LANDLORD TOP RAIL CONN. TO STL STUD STRUCT W/ MANUFACTOR'S REQUIRED BOL170ON . " wy �:'' "'.R CO W WLIA E ai6 it\N - 2 i ALUM. RAIL 3 /4' TEMPERED GLASS STRUCT. FIN y" TEMPERED GLASS NOTES 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR THE INSTALLATION OF THE STOREFRONT GLAZING SYSTEM, STAMPED BY A LICENSED ENGINEER IN THE STATE OF WASHINGTON. RECEIVED Ty OF TUK,MMIL.A BASE RAIL /- J DEC 13 quo! PEllivii 6 Gtry ER GLASS FIN STRUCT. SYSTEM DOLLUDA AJACHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206- 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 0 a 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206 - 246 -0423 LEVEL 1 AREA 2 a TENANT # 1460 0 STOREFRONT 0 GLAZING SCHEDULE, PLAN ' AND ELEVATIONS DRAWING TITLE CO -EMMEMINIMINIIM- DRAWING NUMBER A4.01 a 0 SCALE: 1 1/2" = 0 0 SCALE: 1 1/2" -extrar. _ meQ7A.-ep3m2e.anw 0 a 0 STOREFRONT ENTRANCE PLAN ABOVE DOOR T 0 0 0 0 0 a 0 EDGE OF ENTRANCE PORTAL 0 0 0 0 0 0 C 0 0 0 0 a 0 0 0 a STOREFRONT SIGNAGE (BY OTHERS) 0 a 0 0 0 0 0 4 INTERIOR SIGNAGE ELEVATION (BY OTHERS) a 0 0 0 0 a a a a SIGN ELEVATION 0 0 a SIGN PLAN 0 0 0 0 a 0 0 6" #20 GA. STL STUD, @ 24" O.C. 1 1/4" WOOD VENEER 5/8" GWB TYPE X, TYP. SURFACE MOUNT LED STRIP LIGHTING WOOD VENEER SURFACE FINISH STOREFRONT SIGNAGE (BY OTHER) STOREFRONT GLASS, BUTT JOINT TO ENTRANCE PORTAL 0 0 0 0 0 2" 0 BOLT SPACER CONNECTION, CRHOME FINISH RECESSED BACK LIGHTING IN WALL 1/4" ALUM. CUT SIGNAGE, CHROME BRUSH FINISH 0 0 0 CUT LETTERING, MINION PRO BOLD TEXT STYLE IN CAPS 3.; • • • __ i Nu li ,m•IL, umein_w m__- 1 .- 24 .411 1111. ai iim i I§ INNIi.._ ,..1 , _,..., ■ TAIREVEZEMENEEMEMMEMMOMPla mri llIiib i. 1 %gm _a ii_ , 0 0 's0C4: ( cOr- ‘ .1 • ENTRANCE PORTAL SECTION DETAIL SCALE: 3" = 0 0 0 0 SCALE: 1 1/2" = 0 0 0 METAL BUILT UP SIGNAGE 1/2" 0 METAL SUPPORT, WELD TO SIGN & PLATE 1/4" THICK STL PLATE, ANCHOR TO ENTRANCE PORTAL FRAME 2 x 4 WOOD BLOCKING EXTEND VENEER 1 1/4" WOOD VENEER 2 1/2" #20 GA. STL STUD SURFACE MOUNT LED STRIP LIGHTING MITER ALL EXPOSE CORNER EDGE OF WOOD FOR A SEAMLESS FINISH (0 METAL BUILT UP SIGN, 6 1/2" TYPICAL HEIGHT, MINION PRO BOLD TEXT STYLE 1/2" 0 STEEL POST SUPPORT, WELD TO SIGN & PLATE, BOLT TO ENTRANCE PORTAL CONNECTION METAL PLATE BUILD UP SIGN, W/ METAL CHROME FINISH 1/2" 0 METAL SUPPORT 5/8" GWB, TYP X, TYP. STL STUD BLOCKING FOR SIGN CONNECTION STL STUD DEMISNG WALL, PROVIDE BY LANDLORD 5/8" GWB TYPE X, TYP. RECESSED LIGHTING IN WALL STL STUD BLOCKING FOR SIGN CONNECTION RECEIVED CITY OF TLJKWIL BOLT SPACER DEC I 3 2007 CONNECTION PEHivil (Jul 1/4" ALUM. CUT SIGNAGE, CHROME FINISH INTERIOR SIGNAGE SECTION DETAIL LL 1- 0 Lu OLLUDA A CHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 - 11MEMME CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 -111111111111•11- DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL , sfr PROJECT TITLE ESCAPE z OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2886 CO TEL: 206-246-0423 LEVEL 1 AREA 2 0 TENANT # 1460 DRAWING TITLE SIGNAGE DETAILS (BY OTHERS) DRAWING NUMBER NUMBER A4.02 . , OPEN O' c r ...- WALL i sz N FRONT CASH WRAP PLAN SCALE: 1" = 1' -0" BACK CASH WRAP PLAN SCALE: 1" =1' -0" FRONT CASH WRAP ELEVATION SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" REGISTER LOCATIONS COORDINATE W/ SUPPLIER GRANITE COUNTER TOP WOOD COUNTER TOP --� BACK CASH WRAP ELEVATION 1 WOOD VENEER GRANITE COUNTER TOP STL CABINET PULLS, CHROME FINISH, TYP. WOOD VENEER COUNTER TOP OVER %" PLYWOOD 1' -0" 9 i/ i ' //. /.! i• //. i� %.', /.! i•/ SCALE: 6" = 1' -0" mo>".117P / t a 144 L O P IL 0 a -Rik, 01. SCALE: 6" = 1' -0" STL HARDWARE, CRHOME FINISHED SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" 7 /" GRANITE COUNTER TOP Y4' LIP 1" WOOD VENEER %4' PLYWOOD CONSTRUCTION NOMINAL WOOD BLOCKING FRONT CASH WRAP CORNER DETAIL 3/4" WOOD VENEER Y4' LIP 3 /" PLYWOOD CONSTRUCTION NOMINAL WOOD BLOCKING BACK CASH WRAP CORNER DETAIL 11 11 FRONT CASH WRAP SECTION BACK CASH WRAP SECTION SCALE: 6" = 1' -0" STL HARDWARE, CRHOME FINISHED ELECTRICAL POWER BOX FOR REGISTERS (SEE ELECTRICAL DWG. & SPECS.) --4/e/ TYPICAL BASE DETAIL \i] 1 0 3/4" WOOD VENEER NOMINAL WOOD BLOCKING WOOD BASE TRIM C J FRONT COUNTER SECTION SCALE: 1" = 1' -0" 3 /" PLYWOOD CONSTRUCTION D BACK CASH WRAP SECTION SCALE: 1" = 1' -0" i ccDE " - ; -aNsC r,f1y,, L OW Of "fuVIta RECEIVED CITY OF T! KWILA DEC 13 Z007 PEHtvci l CtN 1 ER z 0 DOLLUDA A1X.CHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL fr 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2886 GO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 Et DRAWING TITLE LL CASH WRAP z O ELEVATIONS AND DETAILS 0) DRAWING NUMBER A4.03 F NTS NTS ENTRANCE PORTAL FRAME 1/2" PRIVA -LITE GLASS, GLASS IS NOT BE BE DRILL OR CUT SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" j STOREFRONT AXONOMETRIC PATCH FIN CONN. AXON. 1 : :4;-• ter. GLASS CORNER JOINT DETAIL �a I„ 4 TYP. CORNER PATCH FITTING CONN. STRUCT. GLASS FIN TEMPERED GLASS PATCH FITTING ENTRANCE PORTAL FRAME PRIVA -LITE GLASS SCALE: 3" = 1' -0" 4 T16" X 4 Yi6' ALUMIN. PATCH FITTING TO STRUCT. & Y2" TEMPERED STOREFRONT GLASS GLASS 3 /4' TEMPERED GLASS STRUCT. FIN PATCH FITTING Y2' PRIVA -LITE GLASS, GLASS IS NOT TO BE DRILL OR CUT 2" X 3 5 /6' ALUMIN. CHANNEL, TYP. STRUCT. SILICONE SEALANT 1/2" TEMPERED GLASS CONN. PER MANUFACTURE'S INSTRUCTIONS 1/2" TEMPERED GLASS 346' THICK FRICTION PADS, TYP. STRUCT. STRUCT. SILICONE SILICONE SEALANT SEALANT 4 716' X 4 /16' ALUMIN. PATCH FITTING TO STRUCT. & STOREFRONT GLASS Y" TEMPE RED GLASS FINISHED SIDE W/ COVER STRUCT. FIN PATCH FITTING SCALE: 3" = 1' -0" 1/2" PRIVA -LITE GLASS STRUCT. FIN CONN. - PLAN VIEW TENANT SPACE SECTION SCALE: 3" = 1' -0" 3/4" TEMPERED GLASS STRUCT. FIN CONN. PER MANUFACTURE'S INSTRUCTIONS Y6' THICK FRICTION PADS, TYP. ALUMIN. PATCH FITTING TO STRUCT. & STOREFRONT GLASS 1/2" TEMPERED GLASS 1/2" PRIVA -LITE GLASS, GLASS IS NOT BE BE DRILL OR CUT STRUCT. SILICONE SEALANT 3/4" TEMPERED GLASS STRUCTURAL FIN CONN. PER MANUFACTURE'S INSTRUCTIONS y THICK FRICTION PADS, TYP. STRUCT. SILICONE SEAL 1/2" PRIVA -LITE GLASS, GLASS IS NOT BE BE DRILL OR CUT PATCH FITTING CONN. TO GLASS FIN AS REQUIRE BY MANUFACTURE Y" TEMPERED GLASS CONN. PER MANUFACTURE'S INSTRUCTIONS STRUCT. SILICONE SEALANT 46' THICK FRICTION PADS, TYP. 1/2" PRIVA -LITE GLASS, GLASS IS NOT TO BE DRILL OR CUT GLASS FIN BEYOND ENTRANCE PORTAL FRAME WOOD VENEER TYP. CORNER PATCH FITTING CONN. SCALE: 3" = 1' -0" SOLID WOOD CORNERS, TYP. 3 /4' CLEAR ANODIZED ALUMIN. REVEAL, ATTACHED TO BLOCKING %" X 1 3 /4' BLOCKING Y2' TEMPERED GLASS HEAD RAIL CONN. W/ STRUCT. GLASS FIN DETAIL SCALE: 3" = 1' -0" STRUCT. SILICONE Y2" TEMPERED GLASS BASE RAIL CONN. W/ STRUCT. GLASS FIN DETAIL 5 /s" GWP, TYP. FINISH TO MATCH MALL'S FINISH CONN. & SHIMS AS REQUIRED BY MANUFACTURE 2" X 3 %" ALUM. CHANNEL 2 "X3 / "ALUM. CHANNEL SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" 'WM HANGER WIRE, TYP. fl COLOR CONN. PER EDGE METAL MANUFACTURE'S TRIM, FINISH TO INSTRUCTIONS MATCH CEILING COLOR C ) SCALE: 1 1/2" = 1-0" 1 z O w 0 CONN. & SHIMS AS REQUIRED BY MANUFACTURE 0 co W z 1 7» 8 u% V ANTI - VIBRATION CEILING PLATES ri STRUCT. FIN CONN. DETAIL 1 1/2" O ADJUSTABLE EXTENSION COLUMN w A w 1 3/4" TEMPERED GLASS ALUM. RAIL CLAD IN 18GA SHIM & SEAL AS REQUIRED FINISH FLOOR ANCHOR TO SLAB W/ MANUFACTURE'S RECOMMENDED CONN. UNDERSIDE OF SLAB 3 5/8" STL STUD 4" STL STUD, TYP. WIRE TIE METAL FURRING HAT CHANNEL 5/8" GWB TYPE X, TYP. PROJECTOR (FOIC) RECES PROJECTOR BOX DETAIL • lip! AS REQUIRED A SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" -a 2 0 4(0/ CONN. TO STL STUD STRUCT. W/ MANUFACTURE'S BOLT SHIMS AS REQUIRED PER MANUFACTURE'S SPECS FINISH CEILING SEALANT & CAULK AS REQUIRED ALUM. RAIL, CLAD IN 18GA 3/4" TEMPERED GLASS STRUCT. FIN BEYOND 3/4" TEMPERED GLASS STRUCT. FIN BEYOND ALUM. RAIL CLAD IN 18GA SEALANT & CAULK AS REQUIRED ANCHOR TO SLAB W/ MANUFACTURE'S RECOMMENDED BOLTS 7/16" 0 DRILL HOLE FOR FIXTURE SUPPORT FIXTURE BASE, SEE CUT SHEETS FOR DETAILS DISPLAY RACK PLATE CONN, DETAIL 5/16" 0 DRILL HOLE FOR STORAGE RACKS STORAGE RACKS SUPPORT FOOT PLATE RECEIVED CITY OF TUKINILA DEC 13 2007 PLi fI�II T ULN I ER STORAGE RACK PLATE CONN. DETAIL DOLLUDA AlkCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE z OUTDOORS AT 0 SOUTH CENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206- 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 c‹: 0 DRAWING TITLE LL DETAILS H w Go DRAWING NUMBER A4.04 DIMENSION POINT NET GLASS DIM a i ___ / AS REQUIRED ;1 � _ = - I /i -: -- _. - 1...L 1 i _ __. __ __. _ _._ _ .•. F NTS NTS ENTRANCE PORTAL FRAME 1/2" PRIVA -LITE GLASS, GLASS IS NOT BE BE DRILL OR CUT SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" j STOREFRONT AXONOMETRIC PATCH FIN CONN. AXON. 1 : :4;-• ter. GLASS CORNER JOINT DETAIL �a I„ 4 TYP. CORNER PATCH FITTING CONN. STRUCT. GLASS FIN TEMPERED GLASS PATCH FITTING ENTRANCE PORTAL FRAME PRIVA -LITE GLASS SCALE: 3" = 1' -0" 4 T16" X 4 Yi6' ALUMIN. PATCH FITTING TO STRUCT. & Y2" TEMPERED STOREFRONT GLASS GLASS 3 /4' TEMPERED GLASS STRUCT. FIN PATCH FITTING Y2' PRIVA -LITE GLASS, GLASS IS NOT TO BE DRILL OR CUT 2" X 3 5 /6' ALUMIN. CHANNEL, TYP. STRUCT. SILICONE SEALANT 1/2" TEMPERED GLASS CONN. PER MANUFACTURE'S INSTRUCTIONS 1/2" TEMPERED GLASS 346' THICK FRICTION PADS, TYP. STRUCT. STRUCT. SILICONE SILICONE SEALANT SEALANT 4 716' X 4 /16' ALUMIN. PATCH FITTING TO STRUCT. & STOREFRONT GLASS Y" TEMPE RED GLASS FINISHED SIDE W/ COVER STRUCT. FIN PATCH FITTING SCALE: 3" = 1' -0" 1/2" PRIVA -LITE GLASS STRUCT. FIN CONN. - PLAN VIEW TENANT SPACE SECTION SCALE: 3" = 1' -0" 3/4" TEMPERED GLASS STRUCT. FIN CONN. PER MANUFACTURE'S INSTRUCTIONS Y6' THICK FRICTION PADS, TYP. ALUMIN. PATCH FITTING TO STRUCT. & STOREFRONT GLASS 1/2" TEMPERED GLASS 1/2" PRIVA -LITE GLASS, GLASS IS NOT BE BE DRILL OR CUT STRUCT. SILICONE SEALANT 3/4" TEMPERED GLASS STRUCTURAL FIN CONN. PER MANUFACTURE'S INSTRUCTIONS y THICK FRICTION PADS, TYP. STRUCT. SILICONE SEAL 1/2" PRIVA -LITE GLASS, GLASS IS NOT BE BE DRILL OR CUT PATCH FITTING CONN. TO GLASS FIN AS REQUIRE BY MANUFACTURE Y" TEMPERED GLASS CONN. PER MANUFACTURE'S INSTRUCTIONS STRUCT. SILICONE SEALANT 46' THICK FRICTION PADS, TYP. 1/2" PRIVA -LITE GLASS, GLASS IS NOT TO BE DRILL OR CUT GLASS FIN BEYOND ENTRANCE PORTAL FRAME WOOD VENEER TYP. CORNER PATCH FITTING CONN. SCALE: 3" = 1' -0" SOLID WOOD CORNERS, TYP. 3 /4' CLEAR ANODIZED ALUMIN. REVEAL, ATTACHED TO BLOCKING %" X 1 3 /4' BLOCKING Y2' TEMPERED GLASS HEAD RAIL CONN. W/ STRUCT. GLASS FIN DETAIL SCALE: 3" = 1' -0" STRUCT. SILICONE Y2" TEMPERED GLASS BASE RAIL CONN. W/ STRUCT. GLASS FIN DETAIL 5 /s" GWP, TYP. FINISH TO MATCH MALL'S FINISH CONN. & SHIMS AS REQUIRED BY MANUFACTURE 2" X 3 %" ALUM. CHANNEL 2 "X3 / "ALUM. CHANNEL SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" 'WM HANGER WIRE, TYP. fl COLOR CONN. PER EDGE METAL MANUFACTURE'S TRIM, FINISH TO INSTRUCTIONS MATCH CEILING COLOR C ) SCALE: 1 1/2" = 1-0" 1 z O w 0 CONN. & SHIMS AS REQUIRED BY MANUFACTURE 0 co W z 1 7» 8 u% V ANTI - VIBRATION CEILING PLATES ri STRUCT. FIN CONN. DETAIL 1 1/2" O ADJUSTABLE EXTENSION COLUMN w A w 1 3/4" TEMPERED GLASS ALUM. RAIL CLAD IN 18GA SHIM & SEAL AS REQUIRED FINISH FLOOR ANCHOR TO SLAB W/ MANUFACTURE'S RECOMMENDED CONN. UNDERSIDE OF SLAB 3 5/8" STL STUD 4" STL STUD, TYP. WIRE TIE METAL FURRING HAT CHANNEL 5/8" GWB TYPE X, TYP. PROJECTOR (FOIC) RECES PROJECTOR BOX DETAIL • lip! AS REQUIRED A SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" -a 2 0 4(0/ CONN. TO STL STUD STRUCT. W/ MANUFACTURE'S BOLT SHIMS AS REQUIRED PER MANUFACTURE'S SPECS FINISH CEILING SEALANT & CAULK AS REQUIRED ALUM. RAIL, CLAD IN 18GA 3/4" TEMPERED GLASS STRUCT. FIN BEYOND 3/4" TEMPERED GLASS STRUCT. FIN BEYOND ALUM. RAIL CLAD IN 18GA SEALANT & CAULK AS REQUIRED ANCHOR TO SLAB W/ MANUFACTURE'S RECOMMENDED BOLTS 7/16" 0 DRILL HOLE FOR FIXTURE SUPPORT FIXTURE BASE, SEE CUT SHEETS FOR DETAILS DISPLAY RACK PLATE CONN, DETAIL 5/16" 0 DRILL HOLE FOR STORAGE RACKS STORAGE RACKS SUPPORT FOOT PLATE RECEIVED CITY OF TUKINILA DEC 13 2007 PLi fI�II T ULN I ER STORAGE RACK PLATE CONN. DETAIL DOLLUDA AlkCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE z OUTDOORS AT 0 SOUTH CENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2886 TEL: 206- 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 c‹: 0 DRAWING TITLE LL DETAILS H w Go DRAWING NUMBER A4.04 DIMENSION POINT NET GLASS DIM DOOR NO. WIDTH HEIGHT THICK DOORS FRAME NOTES TYPE HWRD GROUP RATING MATERIALS FINISH COLOR MATERIAL FINISH HEAD JAMB SILL FRAME TYPE DETAILS 3' 7' 1 3/4" D HW1 NR H.M. STL PT. OLIVE FOG H.M. STEEL PT. H2 J1 T3 3 PAINTED RUBIDOUX COLOR 3' 7' 1 3/4" D HW1 NR H.M. STL PT. GRAY H.M. STEEL PT. H2 J1 - 3 PAINTED RUBIDOUX COLOR D3 4' 7' 1 3/4" E HW2 NR H.M. STL PT. WHITE H.M. STEEL PT. H2 J1 - 4 PAINTED RUBIDOUX COLOR D4 3' 6' 1 3/4 B HW3 NR H.C. WD VENNER ST. ESPRESSO WOOD ST. H1 J2 - 1 WOOD VENEER, DARK STAIN FINISH D5 4' 6' 1 3/4" C HW3 NR H.C. WD VENNER ST. ESPRESSO WOOD ST. H1 J2 - 2 WOOD VENEER, DARK STAIN FINISH D6 2' -8" 10' 1/2" A HW4 NR TEMP. GL. - - STEEL RAILS CHROME H3 - T1 - DOUBLE LEAF, CHROME FINISH RAILS AND HARDWARE kr r DOOR SCHEDULE DOOR TYPES 3 5/8" CHROME FINISH HEAD RAIL 1/2" TEMPERED GLASS ENTRANCE PORTAL FRAME CHROME FINISH DOOR HANDLE 3 5/8" CHROME BASE RAIL 3 5/8" CHROME FINISH BASE RAIL PIVOT CLOSURE IN SLAB FRAME TYPES JAMB 1 2' -8" FLUSH 0 WOOD FRAME S r- J1 INTERIOR JAMB DETAIL !I J2 INTERIOR JAMB DETAIL \ \ / / / / ENTRANCE DOOR 2' -8" / 0 0 1 /8" GWB TYPE X, TYP. EXTEND GWB INTO FRAME 5 /" MIN. 1 0' -0' 1' A.F.F. 1 3 /4' HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK # 20 GA. STL FRAME 5 /g' GWB TYPE X, TYP. SHIM WOOD STOP SOLID WOOD DOOR 3/4" x 2" WOOD TRIM, MATCH DOOR SCALE; 3" =1' 0" 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK SCALE: 3" =1'-0" METAL HINGE METAL HARDWARE & LOCK CHANGING ROOM DOOR FLUSH I All V All WOOD FRAME HEAD CV 3/4' 7 1/4" 1 H1 INTERIOR HEAD DETAIL H2 INTERIOR HEAD DETAIL d CHANGING ROOM DOOR FLUSH HOLLOW METAL FRAME %" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK 3/4" x 2" WOOD TRIM, MATCH DOOR SHIM WOOD STOP SOLID WOOD DOOR 5 /" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. EXTEND GWB INTO FRAME %" MIN. # 20 GA. STL FRAME 6" #20 GA. STL STUD TRACK DOOR, SEE SCHEDULE FOR DETAILS METAL HINGE SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" METAL HIN HOLLOW MET DO MET HARDWARE LO C I All O STORAGE & OFFICE ROOM DOOR ALCOVE DOOR FLUSH FLUSH NOTE: 1. 1 HR FIRE RATED HOLLOW METAL FRAME 0 1 HR FIRE RATED FRAME THRESHOLD FLOOR FINISH ti TENANT SPACE IDENTIFICATION SIGNAGE, (FOIC) METAL HINGE HOLLOW METAL DOOR METAL HARDWARE & LOCK r H3 PIVOT HEAD CONNECTION DETAIL 4 THRESHOLD DETAIL - AT STORE ENTRANCE • n 1/2" TEMPERED GLASS DOOR ALUM. DOOR RAIL DOOR CLOSER CUT RECESS INTO FLOOR TO INSTALL DOOR CLOSER 2. DOOR FINISH TO MATCH LANDLORD'S CORRIDOR PROVIDE NOMINAL BLOCKING ENTRANCE PORTAL FRAME TOP PIVOT, PER MANUFACTURE SCALE: 3' =1' -0" SCALE: 7 =1'-0" ALUM. DOOR RAIL, PER MANUFACTURE 1/2" TEMPERED GLASS THRESHOLD A v e • S 7 sic .kae a rts,7�� HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME 1 /4 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. TILE ON THIN SET MORTAR CONC. SLAB e " > 11/2" SCREW T2 THRESHOLD DETAIL - FROM STORAGE ROOM TO ALCOVE SCALE: 3" =1'-0" HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME CARPET 114 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. CONC. SLAB RECEIVED CITY OF1UK'w'1WILA 11/2" SCREW DEC 13 2007 PLh T CEN I ER T3 THRESHOLD DETAIL - FROM RETAIL SPACE TO STORAGE ROOM SCALE: 3' =1'-0" LL DOLLUDA A1XCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206- 624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE DOOR SCHEDULES, z ELEVATIONS AND DETAILS L DRAWING NUMBER A5.01 —. —'- st W I I R0 1, 1 A , „0-,L 2- �, 1 ' - O" OUTPOSES ,y, kr r DOOR SCHEDULE DOOR TYPES 3 5/8" CHROME FINISH HEAD RAIL 1/2" TEMPERED GLASS ENTRANCE PORTAL FRAME CHROME FINISH DOOR HANDLE 3 5/8" CHROME BASE RAIL 3 5/8" CHROME FINISH BASE RAIL PIVOT CLOSURE IN SLAB FRAME TYPES JAMB 1 2' -8" FLUSH 0 WOOD FRAME S r- J1 INTERIOR JAMB DETAIL !I J2 INTERIOR JAMB DETAIL \ \ / / / / ENTRANCE DOOR 2' -8" / 0 0 1 /8" GWB TYPE X, TYP. EXTEND GWB INTO FRAME 5 /" MIN. 1 0' -0' 1' A.F.F. 1 3 /4' HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK # 20 GA. STL FRAME 5 /g' GWB TYPE X, TYP. SHIM WOOD STOP SOLID WOOD DOOR 3/4" x 2" WOOD TRIM, MATCH DOOR SCALE; 3" =1' 0" 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK SCALE: 3" =1'-0" METAL HINGE METAL HARDWARE & LOCK CHANGING ROOM DOOR FLUSH I All V All WOOD FRAME HEAD CV 3/4' 7 1/4" 1 H1 INTERIOR HEAD DETAIL H2 INTERIOR HEAD DETAIL d CHANGING ROOM DOOR FLUSH HOLLOW METAL FRAME %" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK 3/4" x 2" WOOD TRIM, MATCH DOOR SHIM WOOD STOP SOLID WOOD DOOR 5 /" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. EXTEND GWB INTO FRAME %" MIN. # 20 GA. STL FRAME 6" #20 GA. STL STUD TRACK DOOR, SEE SCHEDULE FOR DETAILS METAL HINGE SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" METAL HIN HOLLOW MET DO MET HARDWARE LO C I All O STORAGE & OFFICE ROOM DOOR ALCOVE DOOR FLUSH FLUSH NOTE: 1. 1 HR FIRE RATED HOLLOW METAL FRAME 0 1 HR FIRE RATED FRAME THRESHOLD FLOOR FINISH ti TENANT SPACE IDENTIFICATION SIGNAGE, (FOIC) METAL HINGE HOLLOW METAL DOOR METAL HARDWARE & LOCK r H3 PIVOT HEAD CONNECTION DETAIL 4 THRESHOLD DETAIL - AT STORE ENTRANCE • n 1/2" TEMPERED GLASS DOOR ALUM. DOOR RAIL DOOR CLOSER CUT RECESS INTO FLOOR TO INSTALL DOOR CLOSER 2. DOOR FINISH TO MATCH LANDLORD'S CORRIDOR PROVIDE NOMINAL BLOCKING ENTRANCE PORTAL FRAME TOP PIVOT, PER MANUFACTURE SCALE: 3' =1' -0" SCALE: 7 =1'-0" ALUM. DOOR RAIL, PER MANUFACTURE 1/2" TEMPERED GLASS THRESHOLD A v e • S 7 sic .kae a rts,7�� HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME 1 /4 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. TILE ON THIN SET MORTAR CONC. SLAB e " > 11/2" SCREW T2 THRESHOLD DETAIL - FROM STORAGE ROOM TO ALCOVE SCALE: 3" =1'-0" HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME CARPET 114 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. CONC. SLAB RECEIVED CITY OF1UK'w'1WILA 11/2" SCREW DEC 13 2007 PLh T CEN I ER T3 THRESHOLD DETAIL - FROM RETAIL SPACE TO STORAGE ROOM SCALE: 3' =1'-0" LL DOLLUDA A1XCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206- 624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE DOOR SCHEDULES, z ELEVATIONS AND DETAILS L DRAWING NUMBER A5.01 —. —'- W fl �Ih IP id R0 1, 1 „0-,L 2- 2 kr r DOOR SCHEDULE DOOR TYPES 3 5/8" CHROME FINISH HEAD RAIL 1/2" TEMPERED GLASS ENTRANCE PORTAL FRAME CHROME FINISH DOOR HANDLE 3 5/8" CHROME BASE RAIL 3 5/8" CHROME FINISH BASE RAIL PIVOT CLOSURE IN SLAB FRAME TYPES JAMB 1 2' -8" FLUSH 0 WOOD FRAME S r- J1 INTERIOR JAMB DETAIL !I J2 INTERIOR JAMB DETAIL \ \ / / / / ENTRANCE DOOR 2' -8" / 0 0 1 /8" GWB TYPE X, TYP. EXTEND GWB INTO FRAME 5 /" MIN. 1 0' -0' 1' A.F.F. 1 3 /4' HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK # 20 GA. STL FRAME 5 /g' GWB TYPE X, TYP. SHIM WOOD STOP SOLID WOOD DOOR 3/4" x 2" WOOD TRIM, MATCH DOOR SCALE; 3" =1' 0" 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK SCALE: 3" =1'-0" METAL HINGE METAL HARDWARE & LOCK CHANGING ROOM DOOR FLUSH I All V All WOOD FRAME HEAD CV 3/4' 7 1/4" 1 H1 INTERIOR HEAD DETAIL H2 INTERIOR HEAD DETAIL d CHANGING ROOM DOOR FLUSH HOLLOW METAL FRAME %" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK 3/4" x 2" WOOD TRIM, MATCH DOOR SHIM WOOD STOP SOLID WOOD DOOR 5 /" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. EXTEND GWB INTO FRAME %" MIN. # 20 GA. STL FRAME 6" #20 GA. STL STUD TRACK DOOR, SEE SCHEDULE FOR DETAILS METAL HINGE SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" METAL HIN HOLLOW MET DO MET HARDWARE LO C I All O STORAGE & OFFICE ROOM DOOR ALCOVE DOOR FLUSH FLUSH NOTE: 1. 1 HR FIRE RATED HOLLOW METAL FRAME 0 1 HR FIRE RATED FRAME THRESHOLD FLOOR FINISH ti TENANT SPACE IDENTIFICATION SIGNAGE, (FOIC) METAL HINGE HOLLOW METAL DOOR METAL HARDWARE & LOCK r H3 PIVOT HEAD CONNECTION DETAIL 4 THRESHOLD DETAIL - AT STORE ENTRANCE • n 1/2" TEMPERED GLASS DOOR ALUM. DOOR RAIL DOOR CLOSER CUT RECESS INTO FLOOR TO INSTALL DOOR CLOSER 2. DOOR FINISH TO MATCH LANDLORD'S CORRIDOR PROVIDE NOMINAL BLOCKING ENTRANCE PORTAL FRAME TOP PIVOT, PER MANUFACTURE SCALE: 3' =1' -0" SCALE: 7 =1'-0" ALUM. DOOR RAIL, PER MANUFACTURE 1/2" TEMPERED GLASS THRESHOLD A v e • S 7 sic .kae a rts,7�� HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME 1 /4 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. TILE ON THIN SET MORTAR CONC. SLAB e " > 11/2" SCREW T2 THRESHOLD DETAIL - FROM STORAGE ROOM TO ALCOVE SCALE: 3" =1'-0" HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME CARPET 114 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. CONC. SLAB RECEIVED CITY OF1UK'w'1WILA 11/2" SCREW DEC 13 2007 PLh T CEN I ER T3 THRESHOLD DETAIL - FROM RETAIL SPACE TO STORAGE ROOM SCALE: 3' =1'-0" LL DOLLUDA A1XCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206- 624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE DOOR SCHEDULES, z ELEVATIONS AND DETAILS L DRAWING NUMBER A5.01 —. —'- fl �Ih „0-,L 2- 2 kr r DOOR SCHEDULE DOOR TYPES 3 5/8" CHROME FINISH HEAD RAIL 1/2" TEMPERED GLASS ENTRANCE PORTAL FRAME CHROME FINISH DOOR HANDLE 3 5/8" CHROME BASE RAIL 3 5/8" CHROME FINISH BASE RAIL PIVOT CLOSURE IN SLAB FRAME TYPES JAMB 1 2' -8" FLUSH 0 WOOD FRAME S r- J1 INTERIOR JAMB DETAIL !I J2 INTERIOR JAMB DETAIL \ \ / / / / ENTRANCE DOOR 2' -8" / 0 0 1 /8" GWB TYPE X, TYP. EXTEND GWB INTO FRAME 5 /" MIN. 1 0' -0' 1' A.F.F. 1 3 /4' HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK # 20 GA. STL FRAME 5 /g' GWB TYPE X, TYP. SHIM WOOD STOP SOLID WOOD DOOR 3/4" x 2" WOOD TRIM, MATCH DOOR SCALE; 3" =1' 0" 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK SCALE: 3" =1'-0" METAL HINGE METAL HARDWARE & LOCK CHANGING ROOM DOOR FLUSH I All V All WOOD FRAME HEAD CV 3/4' 7 1/4" 1 H1 INTERIOR HEAD DETAIL H2 INTERIOR HEAD DETAIL d CHANGING ROOM DOOR FLUSH HOLLOW METAL FRAME %" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. 6" #20 GA. STL STUD TRACK 3/4" x 2" WOOD TRIM, MATCH DOOR SHIM WOOD STOP SOLID WOOD DOOR 5 /" GWB TYPE X, TYP. 6" #20 GA. STL STUD @ 16" O.C. EXTEND GWB INTO FRAME %" MIN. # 20 GA. STL FRAME 6" #20 GA. STL STUD TRACK DOOR, SEE SCHEDULE FOR DETAILS METAL HINGE SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" METAL HIN HOLLOW MET DO MET HARDWARE LO C I All O STORAGE & OFFICE ROOM DOOR ALCOVE DOOR FLUSH FLUSH NOTE: 1. 1 HR FIRE RATED HOLLOW METAL FRAME 0 1 HR FIRE RATED FRAME THRESHOLD FLOOR FINISH ti TENANT SPACE IDENTIFICATION SIGNAGE, (FOIC) METAL HINGE HOLLOW METAL DOOR METAL HARDWARE & LOCK r H3 PIVOT HEAD CONNECTION DETAIL 4 THRESHOLD DETAIL - AT STORE ENTRANCE • n 1/2" TEMPERED GLASS DOOR ALUM. DOOR RAIL DOOR CLOSER CUT RECESS INTO FLOOR TO INSTALL DOOR CLOSER 2. DOOR FINISH TO MATCH LANDLORD'S CORRIDOR PROVIDE NOMINAL BLOCKING ENTRANCE PORTAL FRAME TOP PIVOT, PER MANUFACTURE SCALE: 3' =1' -0" SCALE: 7 =1'-0" ALUM. DOOR RAIL, PER MANUFACTURE 1/2" TEMPERED GLASS THRESHOLD A v e • S 7 sic .kae a rts,7�� HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME 1 /4 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. TILE ON THIN SET MORTAR CONC. SLAB e " > 11/2" SCREW T2 THRESHOLD DETAIL - FROM STORAGE ROOM TO ALCOVE SCALE: 3" =1'-0" HOLLOW METAL DOOR, SEE SCHEDULE FOR DETAILS STL DOOR FRAME CARPET 114 "X4 "X L ALUM. THRESHOLD, SCREWED TO CONC. CONC. SLAB RECEIVED CITY OF1UK'w'1WILA 11/2" SCREW DEC 13 2007 PLh T CEN I ER T3 THRESHOLD DETAIL - FROM RETAIL SPACE TO STORAGE ROOM SCALE: 3' =1'-0" LL DOLLUDA A1XCHITECTS 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206- 624 -4222 f: 206 -624 -4226 CLIENTS/ OWNER URBAN TRADING 170 BELLEVUE SQUARE BELLEVUE, WA 98004 DESIGN TEAM Design YN Drawn YN Checked AR/ SC Date 12/14/2007 REGISTRATION REVISIONS No. Date Description INSURANCE TITLE PERMIT SUBMITTAL PROJECT TITLE ESCAPE OUTDOORS AT SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2886 CO TEL: 206 - 246 -0423 LEVEL 1 AREA 2 0 TENANT # 1460 0 DRAWING TITLE DOOR SCHEDULES, z ELEVATIONS AND DETAILS L DRAWING NUMBER A5.01