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Permit D08-031 - WESTFIELD SOUTHCENTER MALL - TEAVANA - TENANT IMPROVEMENT
TEAVANA 856 SOUTHCENTER MALL D08 -031 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: hap://wwwatukwila.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.: D08 -031 Occupant /Tenant: TEAVANA Building Address: 856 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL SALES Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinlder System: Provided: Y Required: Y Design Occupant Load: 20 DATE / THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 856 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: TEAVANA Address: 856 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: JAMES MOORE Address: 833 SE MAIN #242 , PORTLAND OR 97213 Phone: 503 - 577 -8859 Contractor: Name: MAZ BUILDERS INC Address: 1146 E HOME RD , SPRINGFIELD OH 45503 Phone: 937 629 -3290 Contractor License No: MAZBUBI926LE DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR NEW MALL SPACE doc: IBC -10/06 CitAf 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 031 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 Expiration Date: 06/05/2010 Value of Construction: $50,000.00 Fees Collected: $1,369.05 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 D08 -031 Printed: 06-05 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: 1,1 1 `. Date: d 1 The granting of this • rmit does not pre/ e t • give authority to violate or cancel the provisions of any other sta e or local laws regulating construction or . e e . • " • ce of � r• ; I am a- uthorized to sign and obtain this development pe • 't. , Signature: I�a.1 / II� b Print Name: I hereby certify that I have read and governing this work will be complie doc: IBC -10/06 City 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 N N N ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Permit Number: D08 -031 Issue Date: 06/05/2008 Permit Expires On: 12/02/2008 End Time: Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: 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. D08 - 031 Printed: 06-05 -2008 1: ** *BUILDING DEPARTMENT CONDTITONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 856 SOUTHCENTER MALL TUKW Suite No: Tenant: TEAVANA 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: D08 -031 Status: ISSUED Applied Date: 01/17/2008 Issue Date: 06/05/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 7: 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. 8: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 9: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 10: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. doc: Cond -10/06 D08 -031 Printed: 06-05 -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 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the doc: Cond -10/06 D08 -031 Printed: 06-05 -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 International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 30: .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) 31: 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) 32: 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) 33: 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) 34: 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. 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: 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. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -031 Printed: 06 -05 -2008 • City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance o work. Signature: Print Name: 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 /4 Date: doc: Cond -10/06 D08 -031 Printed: 06-05 -2008 CITY OF TUKWIL►. Community Developmers- Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htt 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 Site Address: 4 S - �(,�� ek' titi Tenant Name: Property Owners Name: L\- - Mailing Address: l ` 1 CONTACT PERSON - wh o do wecontact when your permit is ready to be ,1i1, Mailing Address: E -Mail Addres : Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: 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: ARCHITECT OF REC- Q:\Applications'Forms- Applications On Line\3 -2006 - Permit Applicaiion.doc Revised: 9 -2006 bh Plumbing /Gas Permit No. Public Works Permit No. Building Per'"No Mechanical Permit No. Project No. 1 t S —O For ,office use only) King Co Assessor's Tax No.: Suite Number: Company Name: ^ L tamped by Arc hi<i City ay Telephone: . /1." 77 ` 8S51 City Jr— State 9721 Zip Fax Number: �� `' 2 r.219 City Day Telephone: Fax Number: City Day Telephone: Expiration Date: Fax Number: New Tenant. t - i) - C - 00ic Floor: E L.. Yes State State State State ..No (CX3 Zip Zip — Al plans must be we ENGINEER OF RECORD — All ans must be wet sl mped by Engineer °. Company Name: Mailing Address: City Day Telephone: Fax Number: Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 2 j Scope of Work (please provide detailed informa ' n): kA-20r -�--- �- Will there be new rack storage? ❑.... Yes Provide All Building Areas in Square Footage Below st Floor Floors thru Basement Accessory Structu Attached Gat Detached Garage d Carport A Detached Carport Cover Deck Uncovered Deep Existing Interior Re el O 'od Addition to Existing Structure Type of ruction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes itt.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers / ,. Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King Department. Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ ❑ .. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: ., No Safety Data Sheets. County Health Page 2 of 6 f PUBLIC WORKS PERMIT RMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): JAN 17 2008 Pte. H ;:.mi Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District # 125 ❑ ...Water Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ]f ❑• ❑• ❑• ❑• Q:Wpplications\Forms- Applications On LineJ3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO # WO # WO # Private Private ❑ .. Highline ❑... ValVue ❑ .. Renton ❑... Sewer Availability Provided ❑ ...Renton ❑ ...Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer 0... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Day Telephone: City State State Zip Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECAANICAL PERMIT INFO TION 706,43E3070 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....E Replacement .... Commercial: New .... Replacement .... Fuel Type: Electric 0 Gas Other: Indicate type of mechanical work being installed and the quantity below: Q. \Applications\Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty FixtureType: Qty Fixture. Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND PIPINERMIT INFORMATION - 206 -4 70 ECEW ED PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications\Forms- Applications On Line\3-2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: JAN 1 / Z000 City Day Telephone: Fax Number: Expiration Date: State Zip Page 5 of 6 PERMIT APPLICATION NOS — Applicable. to all permits in this , cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature THORIZED AGENT: Print Name rt 631. Mailing Address: ( S i r !'\ Date Application Expires: 7 - 6 v Date Application Accepted: Q:1Applications J orms- Applications On Li ne\3 -2006 - Permit Appl ication. doe Revised 9 -2006 bh D Telephone: c0 % 41 41 P8r or- °l City Date: I` I `.a State Staff Initials: Zip Page 6 of 6 Receipt No.: R08 -02212 Payee: BILL MEISTER ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Payment Cash 60.00 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -031 Address: 856 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 01/17/2008 Applicant: TEAVANA Issue Date: 06/05/2008 Initials: JEM Payment Date: 06/20/2008 03:57 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 3961 06/23 9710 TOTAL 60.00 doc: Receipt -06 Printed: 06-20 -2008 Receipt No.: Initials: User ID: R08 -01959 JEM 1165 Payee: MAZ BUILDERS INC. ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 Parcel No.: 6364200010 Permit Number: D08 -031 Address: 856 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/17/2008 Applicant: TEAVANA Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1986 831.50 Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Payment Amount: $831.50 Payment Date: 06/05/2008 11:28 AM Balance: $0.00 827.00 4.50 Total: $831.50 3293 06/05 9711 TOTAL 831.50 doc: Receiot -06 Printed: 06-05 -2008 Parcel No.: 6364200010 Permit Number: D08 -031 Address: 856 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/17/2008 Applicant: TEAVANA Issue Date: Receipt No.: R08 -00163 Payment Amount: $537.55 Initials: WER Payment Date: 01/17/2008 02:06 PM User ID: 1655 Balance: $831.50 Payee: PRECISION PERMIT SERVICE TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES J... 1 i' r3 1.411. 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 RECEIPT Amount Payment Check 5386 537.55 Account Code Current Pmts 000/345.830 537.55 Total: $537.55 7377 01/17 9710 TOTAL 713.99 \t' doc: Receipt -06 Printed: 01 -17 -2008 Project: Type of Inspection: CI -- Addre ')) ' s` G t � Date Called: —7(7-4(4-DA Special Instructions: Date Wanted: l t L a.m. p.m. Requester: L Phone No: ['Approved per applicable codes. 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 Corrections required prior to approval. COMMENTS: i( 9 ■ 4Aa 1,i& / -1%-k eis&\ 1 Inspector: eifj Date: 7 ❑ $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: Project: AVAn/ Type of Inspection: F- /tii- I ‘aJ Add es / n,/' // Date Called: Special Instructions: Date � te� z Q� �rrtr Requester: Phone No: - 70-6 1 /6- 37/7 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 -3 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: e AV 17 CeiPti, e 7/ e - I Inspector: ( ? Date: 74 Z / ®o p El $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 11 COMMENTS: Type of I ection: F (&or \ l c;4 Address: E E rn ' i ( Date Called: 2.191 < / // 5 /7y * LJ dQU/' 1 •5� n 4 ; 5 7 / � •2 / at / o ' Le i71� c k P c{ mill; 44/ Icrf 17 /'5 n4 CA-4T r Phone - - 7�cJ --/ L/ 3717 Project: Type of I ection: F (&or \ l c;4 Address: E E rn ' i ( Date Called: Special Instructions: Date Wanted: ate^ Requester: Phone - - 7�cJ --/ L/ 3717 ba3 -63 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 -36(70 J Approved per applicable codes. Corrections required prior to approval. n $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid4t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 9/ ; 415 de Type of Inspection: 4- pt�� o s 1 o _t d wl i }-$ Op-4144 t 0,14 ` a (C,erSca at 1 t. I ri d d -Pt.., -4-101..e ( A l ay Nd j ) newt Sig h - o.‘ c IP, { ,.‘ ii S . R m. m. 11 .d Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: � f �i , �/ R m. m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit t7o -03 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 flnspector: Approved per applicable codes. Corrections required prior to approval. 1 Date: —7 1 I (0l07 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: ti Pro'ect: r� �'I c �n/� Type of inspection: / /ti/ 4 ) / Ad� s , Date Called: Special Instructions: Date Wanted: $ oft--n. Requester: Phone No: 760 - 74/6 37 / 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f •1 Y El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / 074 I / El $ • e ' I EINSPECTION FEE REQUIRED. Prior to inspection, fee must be p. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: . r it . 9y f , ..` �•i. h Pro' Type of Inspection: Addr ` yll Date Called: Special Instructions: Date Wanted: & m.. 7 - } 0-1°8 p.m. Requester: Phone o: go 4460 - 3'717 INSPECTION RECORD Retain a copy with permit 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Is:( Approved per applicable codes. 0 Corrections required prior to approval. Inspector: ri $60.00 paid at D0B - PERMIT NO. (Date: 7 /17 x P ;IN SPECTION FEE REQUIRED. Prior to inspection, fee must be 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: (Receipt No.: 'Date: Project: Type of Inspection: i jg 'Al Ad 5 - 6 M og / / Date Called: Special Instructions: Date � W - annted: Requester: Ph7 y o O �6 T ‘„ ' 3,7/7 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 1. Add Aup'A e €,/dos /117 e A e 5 ,de'a • • e amf, Az I i)i Lf ,UD/d vi 9 Date: 7 / 9 / e $60.tEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: : W +ter '_ W : fir ,. r . , a 1 Proiec_, —. Type of Inspection: A ss: Date ailed: Special Instructions: Date Wanted: a.m. Requester: Phone No: 0 — 6 1 /' 37/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /Y (206)431 -36 54 Approved per applicable codes. LJ Corrections required prior to approval. t, COMMENTS: Inspector: 60.00 SPECT Date: 1G_ EJ $ ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: / P:G- ✓eA 00 Type of Inspection: X�/3 Address : / Date Called: Special Instructions: Date Wanted: G/z , e- 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1717/ (Date: El $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: 7 C/A AJ4 Type of Inspection: F 2,q, ”rnI6, Ad ress: . 5 (a in /7// Date Called: Special Instructions: Date Wanted: 1 ' - Z- 3. — p.m. Requester: Phone No: 76�-1(. -7-1,-7 3 INSPECTION NO. ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: f 7 / .-a.. -44/4 Q (ea - C e.l Inspector: ) Li r ate( -1.2_3 / ri $60.Qj?'kEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro a 7 f4Us7�l/4 Type of Inspection: j= 'i?flr2 ///t Address: 0 /II 4 . 7 / Date Called: Special Instructions: _ Date Wanted: /7 C.:1 6.. Requester: Phone No: — 76 0 " /V -3 7/7 ,N -c3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIe0. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 12 Corrections required prior to approval. ti COMMENTS: / Thi1 /5 f and r 11 TP,d+ri citc //< Inspector:a Date: / //v/ $60,REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: Yes 'Date: Project: TC4 ✓AstA Type of Inspection: f Z C.o, Address: t56 H.ri Date Called: Special Instructions: Date Wanted: ‘1-10-128 p.m. Requester: Phone No: 260 4 370 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit l)aci5 -p3 Ej Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: firCF 51,p 4 can rot cs CF/ Q ia "1 pF5).5( LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: �Ew � Type of Inspection: Address: gi Suite #: S 2 /14 Contact Person: Special Instructions: Occupancy Type: -_ Phone NO.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: -_ rn INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 3 • CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 "p0S -U '3 I PERMIT NUMBERS 206 - 575 -4407 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: J /4 - o 1/-- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to scFiedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project:.- U pN Sprinklers: Type of I spection: Hu i s se fir' o L. Address: S , C Suite #: �.. Contact Person: egr LL p' e, s -z2 Special Instructions: Occupancy Type: Phone No.: "74 -- (Dc ,. 37 i Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ZS Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: 1-41.1Ac_. oKfri Inspector: Date: 1/,, I ( ) Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: -'-e /4 04 JU A . Type of Inspection: /, ©v$/e Address: y5 5 . Suite #: c . 1v1$4 L L Contact Person: ' Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood &Duct Monitor: Pre -Fire: Permits: Occupancy Type: a_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWIL.A FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 17/ oeptir 5 ajo f 430 4! ( 3. a-c) b 30 S Inspector: J Date: (/�f10 13 .2 Hrs.: totp $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:..--p pot No Sprinklers: Type of Inspection: Address: g5 Suite #: .0 i Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT P)3- 6 S- 3Y7 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 5 Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspectfon. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 - - INIM Ilia /WPM "IMO, IMIMMINIIYIN 0°14 ®GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION 1 �8 Mr. Matt Taylor MAZ Builders 1146 East Home Road Springfield, OH 45503 RE: Special Inspection Teavana Tukwila, WA Dear Mr. Taylor, aza1 & ASSOCIATES, INC. KA No. 066 -08155 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 11 through June 12, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08155 DFR ��� aZ an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: G, -- //- og CONTRACTOR: /1 /3c1 0 5 PROJECT #: e66 -- eve5 /6 JURISDICTION: G/rt e 72i/Z44-iii-'4 PROJECT: 7Z-: 1/AN/4 PERMIT #: peze -- D 3 / LOCATION: 5/ i f i 6 Lp,' C Mr ,L m, .LINSPECTOR: / -1,i d 4 - ,,mac- /.4,o KRAZAN PROJECT MANAGER ,GC] WEATHER: (hidt9o02 5) TEMP: (op 6 d ,v s �9 • /2 9ve src:� /3 ce v7e-i 0 pcti2 s /4 L / 7 *--cz "�7 0'1) e/= �'Ox / ,v s.4[ �.cs` - 5 G �4 /3 /.�[�ic/C: - G , 5 refz '/ 1 w r � Z. // x ! v /e. 5L f��3 ©/(r C C t.. /e_ .772-f /tip: /e4- C9U4e , slg �� � <1 t t • j9-� i0 C L�-'7 ) �-�L U .7l s+- seA.) S te' g 2 . ' E� ;r /V5/7/21/7/ ( ° 2 't` - r-cy eve / [ / STA. �c L-y Q�s s� rl l� d, , � ( ?rx 'G y �- rc/)/��4 -7;o.0 2 - z " -- /a I �` ivo 54-ri ov� 57 - izo ©.v s; epoxy Equipment/Asset Number(s): To the best of my knowledge, the abov 1501 Field Repon.doc AS NOT p rformed in accordance with the approved plans, specifications, and regulatory requireme Superintendent /Representative: Technician: Serving the Western United States •9 n FIELD REPORT NO: 2 C. !_ u Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wntten permission of the client and Krarnn & Associates. iK azal & Associates, Inc. GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: C.,D ia. (Mc PROJECT #: C)Cst(o PROJECT: \ e_ LOCATION: S C,.c � %S (S) SO\.) t , Le-r -(\e KRAZAN PROJECT MANAGER: D C O�Cl \-0 ‹ � \ ‘ . � k � L S � c ,tee �c . ce v �\ \ vmo Co r1N ne_SS :. )e_ s \cre \ j\ C25Q\ ITS Equipment/Asset Number(s): Superintendent /Representative: 1501 Field Report.doc CONTRACTOR: S JURISDICTION: c,JAk A PERMIT #: ( DC$ - p INSPECTOR:� WEATHER: C_\ 01/4.36,S J TEMP: (Qa(o To the best of my knowledge, the above AS NOT performed in accordance with the appy ed plans, specifications, and regulatory requirem Technician: Serving the Western United States FIELD REPORT NO: 82225 Revision 1 Effective Date: 5/25/05 The information provided on this report 15 prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates r � �:. `y � ry � - �/i GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 21, 2008 KA No. 066 -08155 Mr. Matt Taylor MAZ Builders 1146 East Home Road Springfield, OH 45503 RE: In Process Inspection Report Teavana Tukwila, WA Dear Mr. Taylor, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila & ASSOCIATES, INC. 0$_ 0-3I Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08155 Break I St Yra11 M AJJ%0%ot a, It IV. Field Data Concrete X Other Supplier Corliss CYLINDER REPORT Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:15pm 87 11358 5 63 64 Placement Area Location Plumbing pour strip Remarks Please refer to field report #82225 Inspector John Maggard Laboratory Data 80846 -5 80846 -6 80846 -7 80846 -7 Remarks JLL vaucy wclluc lam Julac Iv 1, ruyalluir, ere', OVJI I, tLJ•1 i7Ji7 -LJVV Project No. 066 -08155 Cyl. Code 80846 Pour Date 6/12/2008 Report No. 20890 ' Weather Clouds Jurisdiction City of Tukwila Permit No. D08 -031 Project Teavana Engineer Location 856 Southcenter Mall Architect Client MAZ Builders Contractor Maz Builders Plant No. 1 Site Mix Design Strength 3,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. P13010 P13010 Cem. lbs. F. Ash lbs. No C. agg. lbs. 1 Batch C. agg. lbs. 2 Weights C. agg. lbs. 3 On Sand lbs. Site Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 4 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80846 -1 6/19/2008 7 4.011 12.96 37475 2,970 SS 80846 -2 7/10/2008 28 4.011 12.64 52790 4,180 MT 80846 -3 7/10/2008 28 4.011 12.64 53340 4,220 MT 80846 -4 H Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Results Reviewed By K Date Reviewed Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C - 39 +1 8% Form 03101 Revision 3 Effective Date 5112/04 The I formation provided on this report is prepared for the exclusive use of the Went. This report may not be reproduced in any format without the written permission of the client and Krazan & Assodi & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 14, 2008 . E CEIVED KA No. 066 -08151 Permit No. D08 -031 JUL' 25 2W ' QMMUNITY Mr. Mike Peterson Timberwolff Construction, Inc. 1659 West Arrow Route Upland, CA 91786 RE: In Process Inspection Report Select Comfort Tukwila, WA Dear Mr. Peterson, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08151 Break Template . SI C11.01111 K /1004J•Ia1.00, 1115r• OLL Valley nvotlU0 I\OY, JUulC lu 1, ruyauup, InfiA, v0.11 1, `LZJJ VJ5 °L:AJU Project No. 066 -08151 Cyl. Code 80845 Pour Date 6/12/2008 Report No. 20891 Weather Clouds Jurisdiction City of Tukwila Permit No. D08 -031 Project Select Comfort Location 436 Southcenter Mall Tukwila Client Timberwolff Construction, Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Coriiss Plant No. 1 Site Mix Engineer Architect Contractor Maz Builders Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:15pm 87 113358 5 63 64 Placement Area Location Pour strip slab Remarks Please refer to field report #82224 Inspector John Maggard Laboratory Data Codes for Break Types: Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80845 -1 6/19/2008 7 4.011 12.63 37475 2,970 SS 80845 -2 7/10/2008 28 4.011 12.64 55800 4,410 MT 80845 -3 7/10/2008 28 4.011 12.64 55620 4,400 MT 80845 -4 H 80845 -5 80845 -6 80845 -7 80845 -7 Remarks Results Reviewed Byo Date Reviewed Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/04 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced In any format without the written permission of the client and Krazan 8 Assort 41=0 SIMMS' 52021111:11= - -mcore , v Reported Batch Data Design Actual Weights Weights Mix No. P13010 P13010 Cam. lbs. F. Ash lbs. No C. agg. lbs. 1 Batch C. agg. lbs. 2 Weights C. agg. lbs. 3 On Sand lbs. Site Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 4 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) i J7 jfl & ASSOCIATES, INC. June 30, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Mike Peterson Timberwolff Construction, Inc. 1659 West Arrow Route Upland, CA 91786 RE: In Process Inspection Report Select Comfort Tukwila, WA Dear Mr. Peterson, Respectfully submitted, KRAZAN & ASSOCIATES, INC E ‘ 0 40 1— Kathryn E. Gotdon Project Manager Puyallup Division CC: City of Tukwila ECEIVED JUL 0 9 2008' �T KA No. 066 -08151 Permit No. D08 -031 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08151 Break Template Project No. 066 -08151 r Weather Clouds Project Select Comfort Location 436 Southcenter Mall Tukwila Client Timberwolff Construction, Inc. Field Data Concrete X Other Supplier Corliss Time Truck# 12:15pm 87 11358 Ticket # % Air Placement Area Location Plumbing pour strip Remarks Please refer to field report #82225 Inspector John Maggard Laboratory Data Cyl. Test Code Date 80846 -1 6/19/2008 80846 -2 7/10/2008 80846 -3 7/10/2008 80846 -4 80846 -5 80846 -6 80846 -7 80846 -7 Remarks Results Reviewed By Field Cure C Cyl. Code 80846 Pour Date Jurisdiction City of Tukwila CYLINDER REPORT Plant No. 1 Age Dim. 7 4.011 28 28 H Slump (in.) 5 Site Mix Mix Air Temp. Temp. (F) (F) 63 64 Date Reviewed 6/12/2008 Report No. 20890 Permit No. D08 -031 Engineer Architect Contractor Maz Builders Unit Wt. (pct) Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.63 37475 2,970 SS Reported Batch Data Design Weights Mix No. P13010 Cem. lbs. F. Ash lbs. No C. agg. lbs. 1 Batch C. agg. lbs. 2 Weights C. agg. lbs. 3 On Sand lbs. Site Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights P13010 4 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Porn 03101 Revlslon 3 Effective Date 5/12/01 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazen 8 Aseodb . -. tall . wI,.•V VV.4avu, u.4. 0.14.• • (Amu, I1VGrr4G.•e•, V4140;1 . V ., 1 lay [ e..ee' /, • •rl, .rvar s, fie.vv/ .rvv Project No. 066 -08151 Cyl. Code 80845 Pour Date 6/12/2008 Report No. 20891 Weather Clouds Jurisdiction City of Tukwila Permit No. D08 -031 Project Select Comfort Location 436 Southcenter Mall Tukwila Client Timberwolff Construction, Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Corliss Plant No. 1 Site Mix Engineer Architect Contractor Maz Builders Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:15pm 87 113358 5 63 64 Placement Area Location Pour strip slab Remarks Please refer to field report #82224 Inspector John Maggard Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80845 -1 6/19/2008 7 4.011 12.63 37475 2,970 SS 80845 -2 7/10/2008 28 80845 -3 7/10/2008 28 80845 -4 H 80845 -5 80845 -6 80845 -7 80845 -7 Remarks Results Reviewed Byl<ra Date Reviewed Codes for Break Types: Design Strength 3,000 @ 28 days Measurement Uncertainties: ASTM C -39 +1- 8% Fonn 03101 Revlslon 3 Effedlve Data 5/12/0( The information provided on this report Is prepared for the exclusive use of the client This report may not be reproduced In any formal without the written pennlasfon of the client and Krazan & Awed Reported Batch Data Design Actual Weights Weights Mix No. P13010 P13010 Cem. lbs. F. Ash lbs. No C. agg. lbs. 1 Batch C. agg. lbs. 2 Weights C. agg. lbs. 3 On Sand lbs. Site Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 4 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Heather Spencer Yes, you're considered exempt. • • From: Agasid, Diane [Diane.Agasid @kingcounty.gov] Sent: Monday, November 26, 2007 5:28 PM To: Heather Spencer Cc: Ing, Jeff Subject: RE: RE : Teavana @ Southcenter Mall Diane Agasid Bondoc, R.S. Plans Examiner - South King County Alder Square Environmental Health Office Direct: 206.205.1903 I Main: 206.296.4708 I Fax: 206.296.0163 Original Message From: hspencer @arcv.com [mailto:hspencer @arcv.com] Sent: Monday, November 26, 2007 1:47 PM To: Ing, Jeff Cc: Apa, James; Karasz, Hilary Subject: RE : Teavana @ Southcenter Mall Subject: RE : Teavana @ Southcenter Mall Comment Type: Question Email Address: hspencer @arcv.com JAN 17 2008 p; On "11/26/2007" at "01:47PM ": A customer comment from M. Heather Spencer was posted from the King County webpage http: / /www.metrokc.gov /health /foodsfty /food- exempt- foodcode.htm and mailed to jeff.ing @kingcounty.gov Diane , below is a copy of Foods exempt from the food code and not considered as a food service establishment "X An establishment that offers only nonpotentially hazardous, ready -to -eat foods produced in a licensed food establishment or food processing plant such as premixed soda pop, powdered creamer, pretzels, cookies, doughnuts, cake, or meat jerky ) that are served without direct hand contact, with limited portioning, directly onto or into sanitary single -use articles or single - service articles from the original package "X An establishment that offers only nonpotentially hazardous hot beverages (such as coffee, hot tea, or hot apple cider) served directly into sanitary single - service articles "X An establishment that offers only dry, nonpotentially hazardous, non ready -to -eat foods (such as dry beans, dry grains, in -shell nuts, coffee beans, tea leaves, or herbs for tea) Herbs for tea, Tea leaves, and hot tea are listed above. My question is does Teavana still need to submitt for a Health Permit? We do use a 3- compartment sink for washing the tea brewers and utensils. We also have a seperate hand sink and mop sink. When customers are given samples or consume the hot or cold tea,a disposable cup is used. No seating. Are we still considered exempt? Thanks, M. Heather An email response has been requested. 1 dog -03I JAN 17 2008 L:LNTER ACTIVITY NUMBER: D08 -031 DATE: 6 -6 -08 PROJECT NAME: TEAVANA SITE ADDRESS: 856 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENT : Bu ding Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IA 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: APPROVALS OR CORRECTIONS: Approved E Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP " Fir e �� ntio Structural Incomplete ❑ DATE: DATE: Planning Division ❑ Permit Coordinator DUE DATE: 6-10 -08 Not Applicable Structural Review Required ❑ No further Review Required ❑ DUE DATE: 7 -8 -08 DEPARTMENTS: d (vision It But g Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: • PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -031 DATE: 01 -17 -08 PROJECT NAME: TEAVANA SITE ADDRESS: 856 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued TERMINATION OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 6 Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2-28-02 ail( AWE 1- ' ( - l Fire Prevention P ni g Division n DATE: DATE: Permit Coordinator Not Applicable n No further Review Required DUE DATE: 01 -24 -08 n DUE DATE: 02 -21 -08 Not Approved (attach comments) U Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS OUIDU :Dv- ai(221a1 c. Summary of Revision: ,-04 orri gy p r , CW $m' A 4 Vu 4 - C*� lc'h f'I 101- min-) "3 Ptv I f N ►-f Received by: e .e REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 1EriV/ .1 SITE ADDRESS: 'j,/ 'inGrl REVISION LOG PERMIT NO: 1-2041)--O3 ORIGINAL ISSUE DATE: at 10c (please print) (please print) (please print) (please print) (please print) Date: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [' Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ] c.r�si►.� -•c... Project Address: 854, z4 Me Jh // � /urj; 211). 9 Contact Person: Phone Number: --. - e02 - 4.67 Summary of Revision: ( ,d lo, d re D�v�� �e ae d��Q� a /41 De4 r 7 / — //i d e�rrli7, f Aeles Q � 2 - Ret/ iS e•t S 4e d e,4 vS ee}i5e1 s13 �ki-ei e / r 1 e /ova - Reaioea( 0_451, / wr€ c�e A / y f e je.� v de 7 ! i / s - A ew it 4 ST/re Y 7 7`o- , ' �$%g�7 e </ dlc h �, S c[ � / u i . o - et' , d e tdg // 0/e / i As 7 - - ' eew s Pt 7i h sc-ti e�1 wl � �; f Se_h 4P.f k /P dam,- / Rev ;5 tiaIts P L154,1 nA 4 Sheet Number(s): i$ MO Aio 11 W to / , /A2ew, A3on "Cloud" or highlight all areds of revision including date of revisio Received at the City of Tukwila Permit Center by: 'Entered in Permits Plus on 1040 _ V lapplicationslfoxms- applications on Iine\revision submittal Created: 8 -13 -2004 RnvicPA• Plan Check/Permit Number: • Dos -03/ Steven M. Mullet, Mayor Steve Lancaster, Director Aclan A44.1 A 5 ' oC � 5100 R 1430 IR �KW f1A COY JUN 0 6 2008 E CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 3 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 I 3 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street fddress • mo,1( Cit State ZIP t/Je..4 t,\A List(' p JAN 17 2008 Owner's Name Subdivision Name Lot # Subdiv. # Bloc # Building Name - . y+��1fI�ti &ea (N O ) (if appli ) 41 Owner's Phone Number (with Area Cod (3 ) 8cis- - NoI Property Contact Phone Number (with Area Code) Owner's Mailing Address L (D S ° I Pt in A. Fixture Uni s Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 Signature of Owner /Representative Print Name of Owner /Representative 1058(Rev 9/07) Total Fixture Units � `1 RCE A B . ) ( ) 3 - 0 3 For King County .. Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) __ 187 C. Total Residential Customer Equivalents: (add A & B) i4S RCE Date Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corr-cte a for determination of : revised capacity charge. RCE JAN 1 7 2008 White - Kino County Yellow - Local Sewer Aoencv Pink - Sewer Customer [Date] /f Tenant Acknowledgment Letter Tukwila Building Division/Permit Center 6300 Southcenter B1, Suite 100 Tukwila, WA 98188 • • "6`E4Y.6.taA Tenant improvement permit for [tenant name], Tukwila Permit No. issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) 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 Division. This condition is hereby acknowledged by: Title : Tenant Name: o 3� is 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. • License Information License MAZBUBI926LE Licensee Name MAZ BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602831329 Ind. Ins. Account Id 0 Business Type CORPORATION Address 1 1146 E HOME RD Address 2 City SPRINGFIELD County OUT OF STATE State OH Zip 45503 Phone 9376293290 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/5/2008 Expiration Date 6/5/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CINCINNATI INSURANCE COMPANY 8895690 05/29/2008 Until Cancelled $12,000.00 06/05/2008 Business Owner Information Name Role Effective Date Expiration Date TAYLOR, MATTHEW PRESIDENT 06/05/2008 Look Up a Contractor, Electrii or Plumber License Detail Washington State Department of Labor and Industries I 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. 1 • Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MAZBUBI926LE 06/05/2008 :..,- ..,,,,,,..i...,.,..,. ,m...., n...»w:.:: © L N DLORD �::......_: ».. _ .,,......».�.» i� I �J q»,.»...,:. L CSI .... , ......:::...... r. .., ,.:..,,,,..d.,.,.,.,.,,. f I I p T EP O g fl I I W E �, ,.»u,.. � r I .. i ,».,. ,.,.,..... ,,,.,.�.»j.,.......... 6 , »»».�,.,.»,.,1r' I _ �»».»..�.y .�»..w.v»,�t� IFI U FIXTURE _ I »» »»S� 6 SUP I R: LE .£..... i . f.... ...,»»»».». .,.,.::.,.:....;...,,.,..m.,, - ,.,.n.�..»,,.,., ... ._� L■ RE(S RAl1ON SEAL »..e ...., , »,,,, "` "` t [ I .. ,,,,. .,,,.�..,...,,,..,.. ry,.,.»,.,r,... f � � I hereb certif that these plans and fi specifications were preps by under m direct Y supervision and supe to the best of my knowledge, Y g � comply with all a code I a m a duly registered Y 9 d architect und the l aws o f th s t a t e o f WASHINGTON as signified by m 9 Y Y hand and seal. R EV: DATE = DESCRIPTION I NAME g � -�-�•-�° PROJECT NO: 07M98 1 ANT /LL /9/08 ?TEN COMMENT MHS A000 01/09/08 �...,.,.,.... ,........,.. ,. ......,...,,, DRAWN BY: I t M 8 MS/LR 4/1/0 IL•L /0 R /H. . 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A »�.. ..,r. rrw.vvi 1 DRAWING INDEX REv DATE A000 TITLE SHEET Z2S, 04/01/08 ASP1 ARCHITECTURAL SPECIFICATIONS n 01/09/08 A100 FLOOR, FLOOR FINISH & FIXTURE PLAN L 04/01/08 A101 ARCHITECTURAL CEILING PLANS L 04/01/08 A102 ARCHITECTURAL REVEAL DETAILS n 01/09/08 A200 SCHEDULES & PARTITION TYPES A\ 01/09/08 A300 STOREFRONT DETAILS A\ 04/01/08 A400 INTERIOR ELEVATIONS AND SECTIONS L 04/01/08 A401 BACKROOM ELEVATIONS AND SECTIONS n 04/01/08 A500 CASHWRAP ELEVATIONS L 04/01/08 S1 00 SIGN DETAILS L 04/01/08 R100 RESPONSIBILITY SCHEDULE L 04/01/08 M100 MECHANICAL PLAN n 04/01/08 M200 MECHANICAL SPECIFICATIONS & DETAILS P100 PLUMBING PLAN A\ 04/01/08 P200 PLUMBING RISERS & DETAILS n 01/09/08 E100 LIGHTING & POWER PLAN 04/01/08 E200 ELECTRICAL SCHEDULES & DETAILS n 04/01/08 E300 ELECTRICAL SPECIFICATIONS n 04/01/08 E400 ELECTRICAL SPECIFICATIONS DETAIL NUMBER SHEET WHERE DETAIL IS SHOWN SECTION CUT BUILDING CROSS SECTION ELEVATION GRAPHIC SYMBOLS ROOM NUMBER KEY NOTE PARTRION TYPE DOOR NUMBER FINISH ITEMS FIXTURE TYPE ELEVATION BENCHMARK REVISION NUMBER 1 ice 11 CD ii x 1;1 ►T ." ` S. • •I • 1 • EARTH LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION PARTITION OR MATERIAL TO BE MOVED GRANULAR FILL POURED CONCRETE CONCRETE BLOCK FACE BRICK STEEL ROUGH WOOD FINISHED WOOD MDO BOARD RIGID INSULATION BAIT INSULATION GYPSUM BOARD CERAMIC TILE STOCKROOM SHELVING TEA STORAGE UNIT INBN %" TYPE 'X' GYP BD (STOREFRONT PER PLAN) ON ONE OR B0114 5112E5 OF 3 OR 6' METAL 5TUD5. GC TO CONTINUE 6YP. BD. TO 6' ABOVE HIGHEST ADJACENT CEILING. TEAVANA REVI APPROVED PRES V.PR.E V.P.S. D.R.E.P. TEAVANA SOUTHCENTER MALL 856 SOUTHCENTER MALL SPACE # 1155 n o s, v3 ) TUKWILA, WA 98188 LANDLORD COMMENTS. 1. AFTER LANDLORD APPROVAL, ANY CHANGES OR MODIFICATIONS IN THE CONSTRUCTION DOCUMENTS OR TENANT II`1PROYEME tr5 MUST BE APPROVED BY LANDLORD IN WRITING. 2. REFER TO MALL RULES AND REGULATIONS FOR ACCURATE INFO. 3. TENANT CONTRACTOR WILL REPAINT AND /OR REPAIR LANDLORD TY(NEUTRAL PINS, BULKHEAD, REAR CORRIDOR, ErG,) DAMAGED DURING TENANT IMPROVEMENT. 4. TENANT 15 LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF LANDLORDS FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT FIELD INSPECTIONS. 5• FIRE PROTECTION PLANS' MUST BE EN6INEHRD AND WET SEALED BY A LICENSED REGISTERED FIRE PROTECTION ENGINEER IN THE STATE OF WA. SUBMIT TWO (2) 5ET5 OF WET SEALED FIRE PROTECTION FLANS AND TWO (2) COPIES OF HYDRAULIC CALCULATIONS TO LANDLORD. 6. TENANT LEASED PRE/415E5 MUST COMELY WITH TITLE III OF THE AMERICANS WITH DISABILITIES ACT (ADA). COMPLIANCE WILL INCLUDE, BUT NOT BE LIMITED TO, THE DESIGN, CONSTRUCTION AND /OR ALTERATION OF THE LEASED PREMISES. UPON COMPLETION OF WORK, TENANT OR TENANTS ARCHITECT MUST SUPPLY TO LANDLORD A LETTER, SATISFACTORY TO LANDLORD, STATING THAT THE LEASED FRE1v1I5E5 HAVE BEEN DESIGNED AND CONSTRUCTED IN ACCORDANCE AND ARE IN COMPLIANCE WITH ADA. 1. CONSTRUIION MAY BEGIN WHEN CONTRACTOR GHEGKS IN WITH LANDLORD'S ON SITE REFRESENTATIVE, HOLDS A PRE - CONSTRUCTION MEETING AND PROVIDES A DOPY OF THE BUILDINe FERMI AND GERfIFIGATE OF INSURANCE. S. TENANT CONTRACTOR SHALL PERFORM FIRST -GLASS WORKMANSHIP. ACCEPTANCE CONTINGENT UPON LANDLORD APPOVAL. q. SUBMIT 5I6N MANUFACTURES SHOP DRAWINGS FOR LANDLORD APPROVAL 10. IT 15 THE RESPONSIBILITY OF THE TENANTS ARCHITECT TO FIELD VERIFY DIMINSION5, UTILITY LOGATIONS AND CONDITIONS PRIOR 4 DURING CONSTRICTION. 11. COORDINTE CONSTRUCTION WITH LOCAL LANDLORD AUTHORITY. CONTRACTOR RESPONSIBLE FOR INCORPORATING LANDLORD CONSTRUCTION REQUIREMENTS. 12. TENANT 15 FEGIl1IRFW TO PREFORM A SITE SURVEY OF THE ENTIRE PREMI5E5 PRIOR TO THE COMPLETION OF TENANTS CONSTRUCTION DOCUMINT5. ANY VARIANC•E5 BETWEEN TI-ESE APPROVED PLANS, ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS A550GIATE7 111T14 THE REVISIONS AND CHANGE ORDERS SHALLBE THE SOLE RESPONSIBILITY OF THE TENANT. 13. 'PUBLIC HEALTH- SEATTLE 4 KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING.' 14. 'NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL.' f _r"" rr�p F 44® f. r I .. ,'IIRED F IRST FLOOR l g F6t s SITE LOCATION PLAN k7, -7 s.r ., .:.t° ........ oi 2nd H1:: V:W tratti m '- t r `reek [fir Olfahrxd 2007 t► CODES: BUILDING PLUMBING: MECHANICAL ELECTRICAL ENERGY: FIRE: TOTAL CODE REVIEW CONSTRUCTION TYPE: II- B USE GROUP CLASSIFICATION: MERCANTILE TEAVANA STORES DO NOT HAVE ANY FOOD PREPARATION AND IS NOT CONSIDERED A FOOD OR BEVERAGE SHOP. THE BEVERAGE PREPARATION ACCOUNTS FOR LESS THAN 10% OF THE SALES ON AVERAGE, AND IS USED PRIMARILY FOR CUSTOMERS TO FIND WHAT THEY WOULD LIKE FROM TEAVANA'S ASSORTMENT OF OVER 100 LOOSE TEAS. ALL BEVERAGES ARE SERVED IN DISPOSABLE CONTAINERS. OCCUPANCY LOADS: 2006 IBC W/ WA STATE AMMENDMENTS 2006 UNIFORM PLUMBING CODE 2006 IMC W/ WA STATE AMMENDMENTS 2006 NEC W/ WA STATE AMMENDMENTS 2006 WA NON— RESIDENTIAL 2006 IFC SALES 580 SQ. FT. DIVIDED BY 30 BACKROOM 220 SQ. FT, DIVIDED BY 300 20 OCCUPANTS FIRE SPRINKLER SYSTEM: YES XI NO ❑ = 19 1 R „ 1Gl o sas h n es shall e made to the seorp No c a p prior a pprove al of of work without p Tukwila Building Division. NOTE: Revisions will require a new plan Subm'liai • an d may include addit'sonal plan review fees STOREFRONT By Date: SEPARATE PERMIT REQUIRED FOR: ' e chanical lectrical [lambing Iig Gas Piping City of Tukwila BUILDING DIVISION FILE C s PY Permit No. Plar review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of • . adopted code or ordnance. Receipt 0 approved Field °' • and conditions is mor edg d: City of Tukwila BUILDING DIVISION SPACE LOCATION PLAN 3 ziani tEME IK € €r"z ,te f ^1 I e BEN ,AVANA Rimimm sommig Ett crq OF VIONILA JUN 0 2000 RF E;; MiT ENTER REVISION 00 CO 0 7 3 SPECIFICATIONS GENERAL CONDMONS 1. General Conditions of the Contract for Construction,' Document A-201, by the American Institute of Architects, most recent edition, relates to the work of this project and is hereby incorporated in and made a part of these drawings as though fully contained in these drawings. 2. The general contractor is responsible for obtaining the necessary number of copies of Document A -201 and to acquaint himself with all articles contained therein. lo addition he is responsible to notify and apprise all subcontractors, suppliers and any other parties that will contract to individuals or agencies engaged an the work to its contents. 3. The term 'contactor' shall mean the tenants general contractor. The term 'Tenant' shall be the owners representative from as listed in the project directory. The term 'contract' shall be the construction contract between, and signed by both the owner and the general contractor. The 'drawings' shall be the most recent architectural, electrical, mechanical, and plumbing drawings. The bidding documents shall be the drawings, specifications, bidding instructions, and arty issued owner documentation. The term arcitect or engineer refers to Arasion Inc. The term landlord refers to the owner, manager, or tenant coordinator of the retail center where the store is located. 4. No contractual adjustments shall be due or become exigent as a result of failure on the part of the contractor to fully acquaint himself and all other parties to the General Conditions of the Contract for Construction or the contract. 5. M work under this contract shall comply with the provisions of the specifications and drawings. 6. All work under this contract shall satisfy an applicable codes, the ordinances, and regulations of all applicable governing bodies involved. My modification to the contract work required by such authorities shall be brought to the attention of the owners representative before proceeding. M permits and licenses necessary for the proper execution of the work shall be secured and paid for by the contractor pier to the start of construction. Applicable codes include, but are not limited to as fisted on title sheet 7. No additional sums or additional days shall be approved over and above the contract price and schedule unless the contractor receives an affidavit or approval as is listed in the contract and signed by the tenants representative. Any requests shall be submitted to tenant in writing allowing sufficient lime for tenant to review so as to not affect the projects schedule. 8. M bidding contractors and their subcontractors shall field verify & immediately report any discrepancies on the bolding documents to the tenant before submitting their final pricing. My discrepancies reported afterwards will be interpreted by the tenants representative. The tenants representatives interpretation shall be final. 9. After demolition is completed, the contractor shall lay out in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all Imes and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. My discrepancies, errors or omissions discovered in the contract documents or job site conditions shall be brought to the attention of the tenant; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. Do not scale plans. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings- except for the size of structural members. Shop drawings and layouts take precedence over architectural in regards to millwork dimensions. 10. All inquires and concerns during bidding, construction and completion stages shall be addressed to the tenants representative as listed on the project directory or the tenant construction department Any information or interpretations obtained from any other parties or departments are no more than an opinion and may not be honored by the tenant representative. My work performed without tenants representative approval will be taken down and redone to the tenants representatives satisfaction. 11. The tenant, without invalidating the contract, may order extra work, atter, add to, or deduct from the contract work. The contract sum will be adjusted according. 12. The tenant shall have the final approval on all items of this contract My items directed by the landlord verbally or in writing that affects the stores drawings should not be performed unless additional approvals are received from the tenant. Landlord and city revised drawings issued directly to the contractor from the moll should not be followed unless approved by the tenant. Advise the tenant of any discrepancies immediately. 13. The contractor shall verify with the tenant that he has the most recent drawings before commencing with construction. 14. The contractor shall be responsible for receipt, unloading, storage and subsequent protection of all items fumished by tenant during construction that are to be installed by contractor. Items provided by the tenant shall be listed in time drawings or as presented by tenant. Tenant material arriving at the project site during construction at any standard wading hours shall be accepted by the contractor. Failure to do so may result in a back- charge to the contractor for storage and additional delivery charges to the contractor. If the contractor wishes to revise the tenants delivery schedule, he may reasonably do so at the lime the contract is awarded; however, this is providing materials are made or not yet shipped. all materials shall be immediately inventoried for quantities prior to signing shipping receipt. 15. The contractor shall perform material take offs of all material, including tenant furnished materials. ft contractor is in disagreement with material quantities that the tenant has furnished, he should contact the tenant immediately upon receipt of materials. 16. Procedures for receiving tenant supplied materials and filing freight claims; Step 1. Upon delivery of freight, the contractor shall pull all packing slips and verify that the number of cartons received matches the number of cartons shipped, per the freight bill. A. tf the quantities match, the contractor shall note any visible damage, or suspected hidden damage to the cartons on the packing bill. Have the truck driver cosign the packing NI and notations. Obtain the local telephone number for the delivery terminal and a contact name for filing a freight daim from the driver. if the driver refuses to cosign the packing bill, refuse the delivery and contact the tenant. B. If there is a shortage on the delivery, mark the quantities received on the packing bill and have the driver cosign the notation. Obtain local telephone number for the delivery terminal and a contact name for filing a freight claim from the driver. If the driver refuses to cosign the packing bill, refuse the delivery and contact the tenant Step 2. Upon determining the missing or damaged items, contact the appropriate vendor as listed in the project directory. Relay the following information: Freight bill number, lust of damaged or missing items, freight fine, telephone number, and contact. Have the vendor send you replacement items. Al items shall be sent ground unless you receive approval from tenant to air ship storages. Step3. Retum noted freight bills to the appropriate vendor. These are essential to the claims process. Do not use or discard any damaged materials. Keep all damaged materials in their original packaging. Most freight lures will either require inspection of damaged items or will pick up damaged items for salvage. Contract shall coordinate all such inspections and /or salvage pickup. Step Hidden 4. damage is difficult to prove regarding freight claims. A Therefore, if a shipment is delivered in tact with no visible damage, a sampling of cartons or packaging should be opened - at lease partially -- and the contents inspected thoroughly. Failure to inspect freight at delivery constitutes negligence and assumption of lability for damaged freight by contractor. B. If hidden damage is discovered after delivery, the contractor shall contact the local freight terminal and request an inspection of damaged materials. This request must be made in a timely manner. Freight lines usually honor a claim of this nature if its made within 10 to 15 days after delivery. C. The contractor shall maintain (at the job -site) a freight 'logbook' for the purpose of recong delivery and receipt of all owner furnished items. More essentially, the contractor shall keep accurate and complete records of freight loss, damaged and or shortages. If all these aforementioned procedures are not effected, the contractor may be liable for items that are replaced and or reshipped. 17. If any materials received from vendors are defective, contact the supplying vendor immediatly upon the discovery. Have the vendor send you a replacement via ground transportation. At the vendor option, return the defective part via freight collect or third party billing to the vendor. Do not discard the damaged item until approved by tenant If the item is discard by contractors and tenant is re -billed for the replacement port, the contractor may be subject to a bock- charge for the item and freight at the discretion of the tenant. 18. The contractor shall erect a temporary barricade in a form acceptable to the landlord protecting the contents of the store and the customers in the mall. The barricade shall be dust tight and shall eliminate danger to persons outside the job site. 19. The contractor shall make provisions to provide for the removal all construction debris. The location of the trash dumpster shall be coordinated with the tenants landlord. Trash shall be maintained in the space. Trash shall not be allowed to accumulate. Trash shall be removed on a daly basis. 20. The contractor shall provide all necessary temporary ubTties up to the merchandising date as required for the proper construction and all city inspections of the store. This shall indude electrical, gas, water and a construction telephone. If utilities are not mall supplied, contractor shall provide to tenant telephone numbers for all utilities that must be in tenant name an merchandising date. 21. Controctar shall protect all work in place that is to remain of be reused in other portions of the store. This includes mall common areas. 22. Manufactures names are listed herein to establish standard of quality. The products of other manufactures will be acceptable if in the sole opinion of the tenant, the substituted material is of a quality as goad or better than the material specified and will serve equal efficiency and dependability in the purpose in which the item is intended My material installed as a substitute, without first being approved by the tenant, shall be removed and replaced with the specified material at the contractors expense if disapproved by the tenant. 23. M manufactures articles, materials and equipment shall be applied or installed as recommended in the manufacturers specifications. M items, unless specifically listed as reused items, shall be new and free from any defects. M Eke materials shall be from the same manufacturer and quality unless otherwise noted. 24. An work performed under this contract shall be by competent experienced workmen skilled in the trade they are performing and executed in an orderly and neat workmanlike manner. 25. Guarantee: M materials, equipment, workmanship and labor on tenant furnished materials shall be warranted for one (1) year after the later of substantial or date of acceptance by tenant The completed system shall being fully operational is a condition of this contract This warrantee shall be for wank or items becoming unserviceable or objectionable in appearance as a result of being defective, improperly installed or non - conforming. METALS 1. All storefronts shall be assumed to be self supporting and erected in this manner unless specifically approved by landlord. 2. The design, fabrication and installation of all miscellaneous metal lintels, supports, sheet metal, exposed steel columns, exposed steel strapping, steel angles and framing required for all work, shall be the responsibility of the contractor. Shop drawings, if required, of such miscellaneous metal work shall be suppled to the landlord and tenant for approval. 3. Metal stud system: M interior partitions shall be constructed as follows: a. For partitions up to and Muting 12' -0' in height, use 3 5/8' 25 Ga. studs at 24" o.c. b. For partitions above 12'-0' in htdiht, use 5 1/ 20 Ga. at 24' o.c. c. For storefront framing, use 3-5/8 18 gage at 16' o.c. d. For demising wall studs, use 6- 20 gage at 24' o.c. e. For walls supporting an HVAC unit, use 6' 16 gage studs at 12' o.c. f. My exposed hat channels shall be 20 gage centered as shown on drawings. g. Any member fisted as structural shall be not less than 16 gage and spaced as to support the required loading. 4. Framing on all partitions listed on drawings as to deck', shall be extended to the underside of the structural deck above and be sealed to the deck with non - combustible materials. Demising walls and stockroom walls shall always be sealed tight to deck. 5. Rolling grille, if applicable, shall be self supporting, Lateral bracing is allowed as approved by landlord. The design fabrication and installation is the responsibility of the rolling grille manufacturer. Contractor to coordinate tenants grille installer. 6. M welding to landlords structure must be approved in writing by landlord. 7. Reveals shall be sized as noted on drawings. M reveals shall be 16 gage minimum metal or aluminum. M shall be pre - finished interior and exposed edges. Install all reveals so edges are flush with finished surface. 8. All exposed sheet metal shall be 20 gage galvanized. 9. My recessed metal strapping for support of wall standards shall be 18 gage. 10. Framing for any deck shall be 18 gage 6 metal studs at 12' o.c. 11. Hanger wire: 9 gauge galvanized and 16 gage tie wire with USG clip anchorage or equal. 12. Storefront Steel: Shall be 1/4" thick cold rolled steel as listed on these drawings. 13. Connectors: a. Screws on clear enact. alum. sheeting]: 1/2' counter sink w/ zinc finish. b. Log bolts: 3/4' x 1 1/2" hexhead zinc by Crown Metal No exposed markings on baft head. 26. Shop drawings and catalog data on all major items of equipment, systems, and other such illustrotive material as may be considered necessary by the tenant, shall be submitted by the contractor to the tenant in adequate time to prevent delays and revisions during construction. 27. Upon completion of the work, contractor is to obtain a certificate of completion from the landlord and a certificate of occupancy and all necessary approvals from local building departments or other authorities having jurisdiction over the project both certificates shall be submitted to landlord and tenant 28. Temporary fire protection: The contractor shall provide and maintain fire extinguishers and other equipment as necessary for proper fire protection during construction. 29. The contractor and all subcontractors shall inspect the job site prior to submitting a bid to tenants representative. Al items shall be included in the base bid to achieve a final product as is shown on the drawings. This includes, but is not hinted to, the following: concrete flooring preparotians, demising wall gypsum board extent and condition, electrical panel boxes, electrical, water, sewer vent and telephone conduit to the space, any landlord required energy system, any landlord or city required fire protection system, ceiling height obstruction, required fire proofing, delivery staging areas, floor slab x- raying for hidden conduit and pipes, roof penetration requirements, space dimensions, demolition and man structural requirements for tenants new equipment. Discrepancies shall be brought to the attention of tenants representative prior to or on the bid date. Extras will not be allowed for job site conditions after the commencement of construction that were ready visible, in the sole opinion of the tenants representative. The contractor is responsible for informing all subcontractors of this requirement when during the bidding process. 30. Al screws, nails, clips and other attachment devices for the entre project, including owner purchased items, shall be supplied by the untrue 31. Sign manufacturer shall submit, under separate cover, shop drawings to landlord for review. 32. Contractor shall carrier insurance on the project meeting the more stringent of tenants contract Of landlords underwriters requirements. 33. Contractor shall contact landlords representative immediately upon awarding of project to schedule a pre - construction meeting. CONTRACTOR MUST HAVE IN HIS POSSESSION A COPY OF THE LATEST CORRECTED CONSTRUCTION DRAWINGS AS APPROVED BY THE TENANT ARCHITECT. ALL BLDC. PERMITS AND LIST OF SUBCONTRACrOIZS. 34. No manufacturing names or logo's shall be visible on the finish surface any product M visible advertising information, names of logos shall be removed and repaired by contractor. 35. Contractor shall have and enforce subcontractors to provide enough quality persons to complete the project as scheduled. 36. Unless otherwise noted, directions listed in these specifications and drawings shall be considered addressed to the contractor. 37. M work in these documents shall be performed in accordance with Landlords and local authorities regulations. 38. Contractor shall maintain sofety standards in accordance with OSHA and good standard construction practices. 39. Drawings and specifications are complimentary. My requirement found in one shall apply as if found in both. 40. Contractor agrees to protect, defend and hold harmless Tenant and Architect against all loses, cast and damage to any persons or areas in conjunction ion of the performance of this work. 41. Contractor shall pay all associated improvement taxes associated with work. 42. The complete project shall be professionally cleaned prior to acceptance date. The cleaning shall be completed by an independent subcontractor specializing in such work. Cleaning by the superintendent or other trades is not acceptable. Cleaning shall indude all areas including punch -list work. 43. Contractor shall immediately, upon award of contract order all long lead items required for contractors portion of work. Additional time and substitutions will not be allowed because of contractors failure to order said items or timely award contracts to subcontractors. 44. All trades shall be under contract to the general contractor within 10 days of contractors execution of a contract for this project with tenant. 45. M work listed in these drawings and specifications shall be by contractor unless specifically listed by others. 46. Execute work in such a manner as to avoid hazard to persons and property. 47. ALL TENANT'S WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMAN -LIKE MANNER ACCORDING TO BEST TRADE PRACTICES. MATERIALS AND EQUIPMENT SHALL BE NEW AND ALL CONSTRUCTION MALL BE IN GOOD AND USABLE CONDFON AT THE DATE OF COMPLETION MID /OR OPENING OF THE DEMISED PREMISES FOR BUSINESS. 48. General contractor must provide a superintendent on site during all phases of work. 49. Sign manufacture to supply sign shop drawings to landlord for approval 50 General contractor shall provide a trash container for use by all trades for removal of construction debris from the start of comb to five days after the More is open. Location of trash container must be coordinated with the landlord. 51. General contractor shall be solely responsible for all trash removal from the demised premises at the end of each working day. 52. General contractor shall cornet and coordinate with Iondlords on -side operations manager in all matters of workmen parking, delivery and storage of materials, safety protection, trash removal, use of temporary faaMities, and other such operations in advance- CONCRETE 1. Ready -mixed concrete ASTM C94-69 2. Materials: a. Portland cement: Type 1, ASTM C33 69. b. Fine aggregate: ASTM C33-69 c. Coarse aggregate: Table II, size 57 ASiM 33 69 d. Water. Portable, clean and fit to drink. e. Bar reinforcement Grade 4Q ASITV A616 68. f. Welded wire fabric: ASTM A185 69. g. Admixtures: Pozzalith or equal as manufactured by Master Builders Co. 3. Proportion concrete to development 3,500 PSI at 28 days and have a maximum slump of 4 1/2'. 4. Maximum cement content 5 1/2 bags (5171) per cubic yard. No water is to be added after mixing and slump test. 5. Bar reinforcements: size and place as approved by Landlord and as required continuously o verlap 24' and tie at splices. 6. Provide bars at comers. 7. Installed on 6 mil polyurethane vapor barrier on grade utilmng 'Zero Perna' tape on all seams, penetrations and punctures. 8. Install a 5' minimum and compacted fin to 95% modified Procter test over vapor barrier. Subgrade shall be level prior to pouring slab. 9. Install 6X6 No 4 each direction welded wire fabric, lapped 12 and tied. Welded wire fabric to be set on chairs at mid thickness paint of slab at 48- o.c. in both drections. 10. Finish slabs to a level condition to accommodate finished materials as shown in these drawings. Finish material elevations shall be flush with mans finish material surface with no noticeoble ramping or elevation changes. 11. Cure slabs with chlorinated rubber liquid membrane curing/hardening compound to the exposed concrete. 12. Float stab and Finish surface with steel trowel after water sheen has dsappeared, dusting with dry sand on cement is not permitted. 13. Provide covering, heaters and or fans to assure optimal curing conditions for the first seven days as per ASTM standards. 14. Install control joints at each column line and no more than 25'-0' in each direction. 15. Install expansion joints as required by mall conditions. 16. Contractor is responsible to flash patch, scrape or grind the new or existing concrete slab to provide a smooth surface free from holes, bumps ridges, valleys, or racks prior to the application of any finish flooring materials. 17. Contractor shall back -fill any trench required as required to return the slab to its original condition or better if required for floor finishes. 18. Contractor shall back-fill any trenching required to retum the slab to its original condition or better if required for floor finishes. 14. Holes in other work: Provide holes required for securing other work to structural steel members, as approved by landlord, and for passage of other work through steel members. Cut, drill, or punch holes perpendicular to metal surfaces. Do not flame cut holes or enlarge holes by any burning methods. MISCELLANEOUS METALS 1. Miscellaneous metals include items made from iron and steel shapes which are no part of the structural steel support system. These in ude, but are not limited to, band steel, strapping, tube columns, plates, threaded fasteners, aid channels. 2. Al a „ '. i steel elements mall be cold rolled steel ASTM A 301 grade 'A' regular low carbon. 3. Pro - fasteners type, sizes and material as required for applicabon indicated: Exposed fasteners shall match that coned out for in metal section of these specificetions. 4. M exposed steel to receive one coat of clear sea, matte fmip1 to prevent rusting. Contractor to use a product i sealer, for this use and apply as per manufacturers instructions. 5. Fabrication: Use materials of sizes and thickness indicated or, if not indicated, provide as required to produce strength and durability in finish for use intended. Work to dimensions shown, using proven details of fabrication and support. 6. Form exposed true to line and lent with accurate angles, surfaces and straight sharp edges. Ease a ., s. edges to a radius of approximately 1/3 unless otherwise s wn. Form bent metal corner to a smallest ro'ius possible without causing gram separation or otherwise impairing work. 7. Weld connection points continuously complying with MS recommendations. 8. Provide anchorage of type required for a secure and complete installation coordinated with the supporting structure fabrication and space anchoring devices top provide adequate support for intended use. 9. Remove scale, rust, and other deleterious materials from metal pnor to applying shop seater. Apply sealer at a consistent rate of 2.0 rail 10. AMll ex steel for sign canopy shall be 1/4' thick cold rolled. Steel tuming corners shall be bent, not cut and ALP OUC: SUMMARY: Applications of composite metal panels include: A. Exterior installation of composite metal panels. & Interior installation of composite metal panels. SYSTEM DESCRIPTION: A Performance Requirements: Provide composite metal panels which have been manufactured, fabricated and installed to withstand loads from deflection and thermal movement and to maintain performance criteria stated by manufature without defects, damage or failure. SUBMITTALS: A. General: Subrnittials in accordance with conditions of the contract and court division 1 submittal procedures section. & Production Data: Submit product data including manufacture's SPEC -DATA product sheet, for specified products. C. Shop Drawings: Submit shop drawings showing layout, profiles and product components, including anchorage, accessories, finish colors and textures. 1 Include details showing thickness and dmensions of the various system parts, fastened and anchored methods, locations of joints and gaskets and location and configuration of joints necessary to accomodate thermal movement D. Closeout Submittals: Submit the following Warranty: Warranty documents specified herein. QUALITY ASSURANCE: A. Qualifications: 1. Installer Qualifications: Installerexperienced in performing work of this sectionwho has specialized in the installation of similar to that required for this project. 2. Manufacturer Qualifications: Company with a minimum of 5 years of continuous exeperience manufacturing panel material of the type specified B. Field Quality Control: Comply with panel system manufaturer s recommendations and guidelines for field forming of panels. DELIVERY, STORAGE AND HANDEUNG A. Delivery: materials in the manufacture's orginial, unopened, undamaged containers with identification tables intact COMPOSITE METAL PANELS: A Manufature: Mitsubishi Chemical America, Inc., Composite Material Division or Owner /Architect Equal Contact: 401 Volvo Parkway, Chesapeake, VA 23320; Tel. (800)422 -7270; Fax:(757)436 -1896; E -mail i fo@alpolc.com; website: www.alpolc-usa.cam B. Proprietary Product: ALPOUC Composite Metal Panels. 1.Standard ALPOUC composite metal panels. COMPOSITE METAL PANELS MATERIALS A. Composite Metal Panels: 1. Core: Thermoplastic materials that meet performance chateristics specified when fabricated into composite assembly. 2. Face Sheets: Aluminum alloy 3105 H14, 0.020' (0.51mm) thick and as follows: [Choose coil or spray as applicable to quantity.]. A. Coll coated with a fluoroploymer paint finish that meets of exceeds values expressed in AAMA 2605 where relevant to coil coatings. ACCESSORIES A General: Provide fabricator's standard accessories, including fasteners, dips, anchorage devices and attachments. FABRICATION A. General: Shop fabricated to sizes and joint configurations indicted on the drawings. 1. Where final dimisions cannot be established by field monuments , provide allowance for field adjustment as recommended by the fabricator. MANUFACTURE'S INSTRUCTIONS A Compliance: Comply with mane facbure's product data including product technical bulletins, product catalog installation instructions and product carton instructions. INSTALLATION A Gerierak 1. Install panel plumb, level and true, in compliance with fabricator's recommendations. 2. Anchor panels securely in place, in accordance with fabricator's approved shop drawings. 3. Comply with fabricator's instructions for installation of concealed fasteners and with provisions for installation of joint sealers. 4. Installation Tolerances: Maximum devatian from horizntial and vertical alignment of installed panels: 0.25' in 20' noncumulative. CLEANING A Cleaning: Remove temporary coverings and and protection of adjacent work areas. Repair damaged installed products. Clean installed products in accordance with manufacture's instructions prior to Owner's acceptance. Remove construction debris from project site and legally depose of debris. GYPSUM BOARD and PARTITIONS 1. M gypsum board shall be 5/8' USG or equal. 2. Gypsum board used on the demising walls, egress corridor, stockroom walls or storefront, or any part of the structure requiring fire protection, shall be 5/8" type 'X' fire rated. 3. M joints, nail holes and comers shall be floated three times allowing proper time far each to set up. 4. Gypsum board materials: a. Gypsum board by USG or equal. Use 5/8" with tapered corners. b. Acoustical Sealant By Tremco Manufacturing or equal. A non- drying, non - skinning, permanently resilient, synthetic rubber based with 'gunning' at 20 degrees characteristics. c. Joint compound and tape: By USG or equal installed in accordance with manufacturers specifications. d. Casing and corner beads: Standard galvanized as manufactured by USG no. 201A or equal (1200) e. Drywall screws: Rolled form channel type; minimum size 1 1/4' flanges hammered heads; hot dipped galvanized; 25 gage minimum. f. Corner beads: 'USG' Dura -bead 1101. or approved equal. g. Edge beads: 1200 B metal trim. h. Tape: "USG' perf -A -Tape with Durabond joint compound 5. Finished product shall be free from any defects. M joints, nail holes, exposed edges and corners shall be floated and sanded so as to not be noticeable upon inspection. 6. Fasteners: Self - dulling, self- tapping screws of cadmium - plated steel 1 1/8' for single ply and 1 5/8' for double ply gypsum board. 7. M walls shall be plumb within 1/4' an any 10'0' run and square. 8. M dimensions on plans are to be finished gypsum board edges, not to framing. Unless otherwise noted. 9. Provide comer beads on all exposed comers. 10. Install casing beads on all exposed edges of drywall and where drywall meets dissimilar materials. 11. Fasteners shall be 6' o.c. at edges and 8' o.c. intermediate. 12. Contractor shall cover repairing, floating or replacing demising wall gypsum board in the base bid to bring any existing work to a like new condition. 13. Al furring channel clips shall be heavy gauge galvanized wire by the manufacturer of the fusing channels utilized. 14. Reveals shall be extruded aluminum of sizes and shapes as indicated in these drawings. 15. Erect partition framing plum and true to within 1/8' in 12' -0'. 16. M door openings shall be double studded to comply with ' um construction han published by USG - -latest edition. Double studs shall be s�y anchored to the jamb an head with anchor ceps to each door by screw attachment 17. Install iliac qt. fratriing blocking and bracing fqr equipme sir na a an simn r work as rearm coordinate the 'Meehan of wall moumea items supped "by imam or other contractors. 18. Install exposed gypsum board with face side out. Do not install imperfect damaged or damp boards. .1.. GLASS and Gluing 1. Storefront glazing shall be fully tempered and conform to ANSI Z97.1, federal standard 16 CFR, categories I and II, as well as all local authorities have jurisdiction over project. 2. Warpage: Vertical bow or wrap of gloss panels shall not exceed 1/4' in 120' or prorated amount as measured from glazing head to sill with a straight edge parallel to glass. Glass panes adjoining each other shall be level with no noticeable bowing. 3. The following tolerances are used to assure high quality surface appearances and consistency in edge -work. (Where glazing edges are exposed). k Seamed edges: The minimum edge -work for tempered glass is the removal of the sharpness of a clean cut edge by a approximately of 1/32' (0.8 MM) to 1/16' (1.6 MM) by seaming the edge. Chips equal or greater than 1/32' (O.SMM) beyond he seam onto the surface of the glass are not permissable. B. Flat ground edge: Grinding produces a dull matte finish. The glass edge is carefully machined flat, with a ground finish. Then a ground seamed edge is applied to the lass to complete the process. A flat ground edge is available for all glazing thickness of 1 / 4- or greater. C. A polished edge is availoble for all thickness of 1/4" and greater. The edges are flat ground seamed then polished to produce a surface similar to the face of the glass. 4. Storefront glass panes an this project shall not have gaps greater than 3/16' between panes and any glass pane and the adjoining wall surface. 5. Glass shall be cleanly cat, free of chips, bubbles, scratches or irregular cleavage, to prevent built -in fatigue or stress patterns. 6. Mirrors shell be 1/4' quality float glass with no noticeable bubbles, chips warpage or imperfections in the reflecting surface. Mirrors shall meet or exceed Federal Specifications DD- G-45FD with satin steel 'J' Stylemark on all edges with mitered tamers. 7. Installation Procedure: A. (lean glass edges before applying silicone with isopropyl alcohol or M.E.K. (methylethketone) B. Continuous tape both sides of gloss edges. Set tape back 1/32' from edges. C. Apply sealant according to manufacturers specifications D. Immediately dry tool joint. Do not use tooling solutions. E. Immediately remove tape. F. Protect joint until cured. Provide support blocking as required. NOTE Poor silicone edges will not be acceptable. All care should be taken to insure excellent work or work shall be replaced or redone at contractors expense. 8. Glass systems by C.R. LAURENCE, including top and bottom rail and mounting system. Finish to be stainless steel. FINISHES 1. Suspended gypsum board shell be USG or equal products and materials. Ceilings shall adhere to the following: A Use 8 Ga. hanger wires at 48' o.c. along carrying channels and within 6' of ends of carrying channels at 49' o.c. B: Provide a 1' clearance between runners which abut walls and partitions. C: Erect furring channels at right angles to carrying channels. space furring at 24' o.c. D: Where ceilings cannot be suspended from structure due to mechanical ducts, landlord requirements or any other cause, furnish and install all necessary supports and trapeze supports. E: Hangers shall be located not less than 6' from each end at 4 o.c. along main tees and at each comer of lighting fixtures and grilles. A hanger shall also be installed at the end of any interrupted tees. G: M mernbers shall be leveled to a tolerance of not more than 1/8' in 12' -O'. H: Install acoustical and metal panels in coordination with suspended system, and with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at pen � etrations. J: M perimeter cuts in metal ( fi ll pan shall be made in square gridded panels. K: Ni - lighting fixtures and sprinkler heads, where feasible, shall be placed and centered in 'wreath type ceding tiles. L Provide extra box of each ceiling tale used to store manager for the future use. A: Painted gypsum board shall have a smooth non - textured finish unless otherwise noted. B: Paint shag be latex enamel unless otherwise noted. C: Painting shall consist of a pruner coat plus two finish coats for a total of 4.5 mils. Apply evenly diaper co and quality so paint flows out to a level surface free of us?n rlks, f, br .les, d ru sa ropiness, ki , hig ayrs, ant. ether a rface ,. rm�, ry a na der wren kicoats, stains or r conditions th alc D: M comers, where point, change colors shall be straight and crisp. E: NI pointing shall be uniform color and sheen. Paint all surfaces exposed to view. My paiibng applied to steel or metal shall be enamel F: Ap paint in accordance with manufacturers specifications. Use applicators and techniques beau suited for substrate and type of material being applied to. G: Arty area indicated as gphics hll be anded, smooth s no imperf and painted with a fight ra colored s se -glo rant at leas o 48 �m prior to graphic installation. H: Paint surfaces behind movable equipment and furniture the same as smiler surfaces. J: Lightly sand between each coat of enamel coats. L M: N: pa 0: Unless oth use nt • es ion to w as follows: ,. . m p w . � � w s n on drawings w 4 et , . • . cei w ggypps I suurfaces: g los oil base sum ...rd elfin graphics semi -gloss latex 3. Sealers used on wood shall be clear polyurethane sprayed matte finish. 4. Exposed screws and bolts shall be zinc finish. INSULATION 1. Insulation: Insulation shall be provided in both the ceiling and exterior walls of the structure where indicated on drawings. The R value in the ceiling ann walls shall be respective to the given area of the country; however, in no case shall be less than R -30 in ceiling and R -19 in walls, If fibrous batt is used for ceilings and wall insulation, a vapor border will be installed on the inside section. All deck and exterior wan insulation by landlord unless otherwise noted. 2. Provide sound installation as indicated on these drawings. Fill all voids in partitions and wafts indicated using butt or blanket in a long length as possible. 3. All insulation shall be securely held in place by friction or by tying to prevent sagging and eventual gaps. Cut and path insulation carefully around all obstructions - to complete and contiguous seal. 4. Insulation shall be semi -rigid mineral fiberboard without membrane. Use 'Thermofiber sound attenuation blankets, unless otherwise indicated. Allow sufficient drying time between successive coats to permit proper drying. Match approved .samples for color, texture, and coverage. Provide wet paint signs as required. At .end of u ac completian of other trades, touch -up and restore all damaged or defaced s FLOOR PREPARATION 1. All flooring preparation is the responsibility of the contractor. Flooring conditions will vary to extent preparation is required. Contractor shall inspect flooring prior to submitting bids. NI flooring preparation shall be covered in the base bid. 2. Newly placed concrete should be sufficiently cured to allow concrete to become reactive. This is a minimum of 14 days. liquid curing materials must not be used. Immediately prior to staining, the concrete must be thoroughly cleaned. 3. All concrete slabs shall be prepared to assure a level finished floor. Floor shall be prepared to for proper adherence of ceramic tile flooring. Loose existing fell areas shall be removed and patched. 4. Concrete slabs out of level that will produce a finished surface that varies more than 1/2 over any 20 run shall be leveled prior to installing ceramic tile. Concrete patching shall be primed with Ardex P -51 1:1 before applying Ardex SD-T topping. Concrete slab shall then be floated as required with Ardex SD-T self leveling cementitious topping. Tapping may be applied from 1/4' to 2 in one single pour. The average minimum thickness shall be 1/4'. RESILIENT FLOORING 1. Resilient flooring shall be class 1 fire resistant 2. Contractor to supply one (1) extra box of each resllent floor tile specified to stare manager for future replacement 3. Al materials shall be laid in strict accordance with manufacturers specifications for type of floor being covered using the adhesive recommended by the manufacturer for this particular installation. Contractor shall assume responsibilty once floor is accepted for installing resilient flooring 11LE 1. Make all necessary floor cuts and floor leveling as required to make sure that tile floor wEl be flush wiith mall finished floor. M exposed corners of granite to be mitered. 2. Floor tale to be 12' x 12' x 3/8' as shown an finish schedule. Supplied and installed by G.C. 3. Floor base to be 6' x 12" with finished edge. Cut from 12 x 12 tiles. 4. For all floor and wall instanations, GC shan use standard latex non sanded grout by Depute; Color 222 Carbon 5. Install metal edge at storefront and where tile abutts other flooring. 6. Mow 24 hours drying time before grouting. Joint width to be 1/8' maximum. WAL COVERING 1. Wan covering shall be class A fire resistant Wall coverings by GC as listed in finish schedule . 2. Inspect wacovering for defects prior to installation 3. Surfaces to receive wallcovering shall be prepared and s Strictly follow wallcovering manufacturers specifications. Notify tenant if any surface is not suitable for proper application and do not apply until situation is resolved. 4. Supply adhesives and swing. Use only types recommended by wallcovering manufacturer. SPECIALTIES 1. Toilet accessories: Contractor shall provide and install the following accessories: Accessories shall be one per lavatory as follows: Basco 711 Surface mounted chrome toilet tissue dispenser. Bobrick B-2621 Surface mounted stainless steel paper towel dispenser. Bradley 781 Mirror 24' wide by 30' high with chrome 'J' molding on all edges -mount 6" above sink. Bobrick B -490 x 30' Chrome grab bar. (one per lavatory Bobrick B-490 x 48? Chrome garb bar. (one per lavatory 2. Metal access doors shall be Milcor or equal. Access door for drywall partitions and ceiling shall be 22'x22'. 18 gage steel door with 16 gage steel frame. Hinge to be continuous type; steel with stainless steel pin. Paint panel to match surrounding finishes. Refer drawings for locations. 3. Fire -rated access door for walls and ceiling shall 1 1/2 hour rated ' B label, 24'x 24'. 20 gage door panel with 16 gage steel frame. Hinge to be continuous type, steel with stainless steel pin. Paint to match surrounding materials. 4. M structural fire protection by landlord unless otherwise noted. Contractor to repair any damaged fire - proofing. 5. Water proof lavatory in accordance with landlords requirements. 6. Fire extinguisher- 10111 capacity UL labeled- enamel steel container with pressure indicating gauge for class 'A', 'B', and 'C' fires. Extinguishers shall have current tags. Provide and mount two per store. Verify locations with Fire Marshall Confirm location with tenants representative before installing. 7. Caulking shall be tinted to match the surface in which it is applied. In no case shall caulking larger than 1/8" be acceptable. Provide primer /miler, bond breaker tape and bade rod a and recmmmmen es the which respective cal h g� d sealer manufacturers for use with their 8. Install tenant supplied signage in accordance with manufacturers specifications. SPRINKLER and FIRE PROTECTION 1. NI sprinkler heads at storefront gyp. board ceilings shall be 100% recessed, drop down type. Caps shall match ceiling color. 2. Sprinkler heads in open ceiling area may be pendant type with chrome heads to deck as approved by landlords insurance underwriter and Fire Marshall. ; 3. Sprinkler heads in lay-in ceilings shall be semi - recessed chrome with chrome trim. M heads to be centered in ceiling tiles. 4. All sprinker heads shall be UL labeled. 5. New sprinkler layout to be based on latest 'NFPA' standards, local building codes, all authorities having jurisdiction, and shall conform to the landlords insurance underwriter's requirements. Verify locations of landlord provided sprinkler mains. 6. Sprinlder contractor to submit for approval to landlord and all authorities having jurisdiction over project, sprinkler system shop drawings and hydraulic calculations, prior to the commencement of any sprinkler work. Submittals by contractor noted on note no.6. 7. Sprinklers are to be installed over and under any two -level construction, and under ledges 48' in width and small enclosed spaces, (ie. fitting rooms), or in concealed floor or ceiling where combustible are present and as required by landlords insurance underwriters or governing authorities. Combustibles shall not be introduced until full sprinkler protection is in service. 8. Any sprinkler shop drawings approved by landlords insurance underwriter are considered to be tentative and subject to final overall approval per field inspections. 9. Sprinkler head temperature ratings are to be as required by landlords insurance underwriter are considered preliminary and are subject to code application. 10. General contractor shall inform landlord twenty -four (24) hours prior to request shut down of sprinkler system for purposes of tying into system. M costs shall be paid by contractor. 11. After the automatic sprinkler system is installed it shall be inspected and tested by the sprinkler contractor. A written report of such inspection and testing shall be submitted on prescribed by, or acceptable to, the State Fire Marshall. One copy each of said report sisal be furnished to the landlord and tenants representative. 12. Tenants general contractor shall supply and install fire extinguishers as shown on drawings., Two per store. Fire extinguishers shall be new and have current tags good for one year. 13. Sprinkler heads shall be a minimum of 10' from any lighting fixtures. 14. See mechanical specifications for additional requirements. 15. The Landlord's designated contractor shall perform all Fire Protection sprinker work, at Tenant's expense. 16. Coordinate all sprinkler work with Landlord's Field Representative prior to the start of cxanstructian. The fire protection system shall be fully charged and operational whenever the contractor is off site. OB 03( JAN 17 2008 W CC LANDLORD SHALL PROVIDE 6' METAL STUD FRAMING FOR ALL DEMISING WALLS. TENANT 15 TO INSTALL 5 /S" GYPSUM WALL BOARD TENANT'S SIDE OF DBr115IN6 WALL TENANT MUST MAINTAIN A 6' MINIMUM CLEAR OPEN HEIGHT ABCNE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. T1-1I5 GONDITION OCCURS WHERE THERE IS AN ADJACENT TENANT. TYP. ADJACENT TENANT SUBMIT ANY DESIRH7 BARRICADE GRAPHICS TO MALL MGMT FOR APPROVAL PRIOR TO CONSTRUCTION START. 11 TENANT SPACE m GC 15 RESPONSIBLE FOR INSTALLING AND REMOVING CONSTRUCTION BARRICADE (TIP). r - - � I 1 }' 4'., 1 \ Cl I mo = \ ; '25(.___\ \ ti 4 ' y \ 1 \ V \ . EQ_X V 1, 1. \--3` • DEMISING WALL BY METAL FRAMING BY LANDLORD FIN15H BY TENANT Q FURRING AND FINISH BY TENANT DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT TENANT SPACE — . PAINTED ALUMINUM _REVtt TYP. LEASE UNE PAINTED r GYPSUM BOARD WPM 12 HIGH STONE BASE OVER METAL FRAMING BY LANDLORD r STONE ASSEMBLY BY LANDLORD NEUTRAL PIER DETAIL SCALE xra ADJAGENT TENANT Iq' -2 42.85 2' -5 I/2° SELF-CLOSING — POGKET DOOR INSTALL HEAD TRACK AT ANGLE SALES AREA LEASE LINE (V.IF) .... ............................... TUBE STEEL TO BE VNTRAPED IN VIEWER SEE DTL 6 /A100 (TYP) COLUMN TO BE WRAPPED AS TIGHTLY AS POSSIBLE W111-1 VI TUBE STEEL TO - BE VAPID IN VENEER SEE DTL 6 /AI00 w NIMUM TUBE 5THL TO BE WRAPED IN VENEER SEE D1T_ 6 /AI00 (TYP) t OF STOREFRONT AT LEVEL 1 LIGHT COVE WHERE OCCURS MALL QOLUMN —WHERE =UM FACE OF GYP. BD. NEUTRAL PIER 1/2' REVEAL STONE BASE OVER THINSET ADHESIVE ON 5/8" GYP. BD. PTD. NEUTRAL PIER DETAIL SCALE: NT8 MALL CORRIDOR GC 15 RESPONSIBLE FOR INSTALLING AND REMOVING CONSTRUCTION BARRICADE. °2'PRIFERED / COORDINATE TIMING WITH NOTE: DEMISING WALLS ARE NOT DESIGNS TO SUPPORT MERCHANDISE OR FIXTURING. WALL AND FIXTURE LOADS MUST BEAR ON AN INDEPENDENT FIXTURE PARTITION INSTALLED ADJACENT TO THE DEMISING WALL. LOCAL MALL MANAGEMENT. APPROXIMATE LOCATION OF GONSTRUCITON BARRICADE. V.I.F. PAINT BARRICADE 51411400 SEMI -GLOSS MD APPLY TEAVANA GRAPHIG. NOTE: GC TO VERIFY AND COORDINATE BARRICADE WITH P.G. BEFORE BID. REFERENCE KEY L^J EQUIPMENT SCHEDULE SEE A200 NOTE LEGEND 5a A200 FINISH SCHEDULE SEE A200 WALL PARTION TYPE SEE A200 DOOR SGHEtULE SEE A200 A �I i � ��1► gRoi.i•Cal-i■ZZio it STOREFRONT TUBE STEEL DETAIL SCALE 1-x/2' - 1-0' 5 4" CORNER TRIM (TYP) I V METAL STUD (TYP) 2"x3' TUBE STEEL Y4 GYP BOARD (TYP) )s' MARLITE (TYP) VI INSTALL CERAMIC TILE FLOORING OVER WATERPROOFING MEMBRANE WHICH 15 TO RUN UP WALLS A MINIMUM OF 4' . TENANT'S ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE t EMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUEEER AND PONDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATIGRETE'4235 OR SUMMITVILL E 5-q000) INSTALL A MATER TIGHT LLD. VERIFY REQUIREMENTS WITH LL PRIOR TO BID. TYP. .s c R Q : C STA. RTING POINT OF T1LF MATCH MALL TILE TO CENTERLINE OF STOREFRONT CLOSURE. 6G TO ALIGN FLOOR TILES WI GENTERLINE OF PILASTER WHEN POSSIBLE..(TY}') . SALES AREA 6 . TO INSURE THAT FLOOR TILE EXTENDS BENEATH WOODWORK 4 FIXTURES TO ELIMINATE GAPS. (TYP) CONTRACTOR'S N:EIM I. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. D� NQT WALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDIT10N5 AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE EXECUTION OF, TO TENANT REPRESENTATIVE REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2. FIXTURE PLAN, FLOOR PLAN, INTERIOR ELEVATION SHEET, REFLECTED CEILING PLAN, DEMOLITION FLAN ARE OF THIS SPECIFIG STORE. 3. ALL TRANSITIONS MUST B1= SMOOTH AND FLUSH. 4. ALL NEW WALL CONSTRUCTION TO BE SUPPORTED FROM TOP CHORD OF STRUCTURAL AND NOT FROM METAL DECK ABOVE. 5. REVIEW LEASE LINE AND STOREFRONT LAYOUT ON 511E WITH THE ON SITE TENANT COORDINATOR PRIOR TO STARTING WORK me 1 a. - - �. � - FLOOR PLAN NOTES: I. CONTRACTOR TO INCLUDE IN BASE BID TO PATCH, FLOAT OR REPLACE GYP. BOARD ON DEMISING WALLS WHERE GYP. BD. 15 DAMAGED, UNSIGHTLY OR MISSING . WALLS HIDDEN BEHIND FIXTURES ONLY REQUIRE FIR.ETAPING. 2. TOG TO PROVIDE AND INSTALL 5/S' TYPE X GYP. W. AND PREPARE GYP. BD. TO RECEIVE FINISH MATERIALS UNSIGHTLY OR MISSING FOR A "A5 NW FINISH SURF AGE. 3. T6G RESPONSIBLE FOR ACHIEVING ANY FIRE RATING REQUIRED BY BY LANDLORD OR GOVERNING AUTHORITIES (UL OR OTHER -1 1SE) FOR DEMISING * INTERIOR PARTITIONS MAINTAIN I HR RATING ON DEMISING PARTMONS. O P - SEE 9T A200 FLOOR FINISH PLAN 8G18 1/4 - !V FROVIDE SMOOTH TRANSITION. COORDINATE WITH MALL MANAGH1ENT. MAXJ' GROUT LINES AL IGN TILE GROUT L1141E5 WITH GLASS SHELVES GABLES. TIP. n NOTE: G.G. TO PROVIDE AND INSTALL LANDLORD APPROVED WATEOOF MEMBRANE UNDER FLOOR FINISH MATERIAL IN AREA OF PLUMBING AND 4' HIGH ON ALL DEMISING WALLS. REVIEW BOUNDARY/ LOCATION WITH THE ON SITE TENANT COORDINATOR EXTEND EXISTING MALL TILE TO INTO VESTIBULE TO UNDERSIDE OF DOOR \ EXTEND TILE FROM EXISITNG MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE TILE TO MATCH EXISTING MALL TALL IN TYPE, COLOR, THRESHOLD, THICKNESS, GROUT COLOR AND VINSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL. nOTE: WHEN EXTENDING MALL TILE TO TENANTS STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL 51XE TILE. IF THIS 15 CUT IT MUST BE REMOVED AD REPLACED WITH FULL TILE.. I. ALL FRAMING MUST BE CONSTRUCTED WITH METAL STUDS. 2. TENANTS WALL FINISHED SCI-EDN E SHOULD CALL FOR A MIN. OF 5/S° GYP. BD. SMOKE BARRIER RUNNING UP THE BACK SIDE OF THE LANDLORD'S BULKHEAD AT THE FRONT LEASELINE (FROM ABOVE THE TENANTS STOREFRONT TO THE METAL DECKING ABOVE,). ALL WORK TO EE BY TENANT. 3. SUSPENSION OF ANY LOAD FROM THE BAR JOIST WILL REQUIRE TFE LANDLORD'S FIELD APPROVAL. NOTHING MAY EE ATTACHED TO THE OVERHEAD METAL DECKING. 4. ALL FLOOR PEfEIRAT1ON5 MUST BE SLEEVED AND SEALEP LIQUID TIGHT. 5. DEMISING PARTITIONS MUST BE OF FIRECODE 'X' SHEFTROGK. TAPED AND SEALED AIRTIGHT TO DECK ABOVE. %" THICKNESS. 6. ALL RAISED PLATFORMS MUST BE CONSTRUCTED OF NON - COMBUSTIBLE MATERIALS. 1. ALL SLAB CUTTING OR TRENCHING AREATO BE REVIBNED ON SITE TENANT COORDINATOR PRIOR TO WORK DO NOT CHANNEL -GORE DRILL ONLY. S. 24' x 24' ACCESS PANELS IN CEILING MUST 13E LOCATED TO PROVIDE ACCESS TO LANDLORD'S MECHANICAL EQUIPMENT PER LANDORD'S CRITERIA HEALTH DEPT. NOTE I. DRAIN®OARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMODATE ALL SOILED AND GLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING-..BEFORE CLEANING AND AFTER SANITIZING. 2. WARE ASHING /DISHWASHING SINK COMPARTMENTS SHALL BE AL.RGE ENOUGH TO AGCOMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. 3. FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED 50 THEY ARE SMOOTH, DURABLE AND EASILY GLEANABLE. 4. FOOD EQUIPMENT THAT 15 CERTIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) - ACCREDITED CERTIFICATION PROGRAM (NSF- APPROVED) WILL BE DEEMED TO COMPLY WITH THE FOOD CODE EQUIPMENT AND UTENSIL MATERIALS, CONSTRUCTION AND DESIGN R Q/IIR MB4T5. 5. BE ADVISED THAT TIE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR 5ELO11II (1OWN FROM 45 DEGREES) WATER HEATER SITS ON DECK ABOVE. TANK SUPPORTED ON PLATFORM INDEPENDENT OF WALL PARTITION. I El FIXTURE COMPANY TO TRIM COUNTER BY 4° INCLUDING 3/4° OVERHANG. FIXTURE PLAN etas 1/4' - ry q. FOOD RELATED TENANTS AND TENANTS WITH BATHROOMS SHALL PROVIDE A WATERPROOF MEMBRANE IN WET AREAS. VERIFY WATER TEST PROCEDURE WITH LANDLORD'S ON -SITE REPRESENTATIVE 10. DO NOT CHANEL GUT SLAB. CORE DRILL ONLY AND INSTALL SUPPLE MENTAL SUPPORT FRAMING. 11. TENANT 15 TO MAINTAIN ANY EXPANSION JOINTS WITHIN THEIR LEASEABL E AREA. INSTALL COVER PLATES PER CENTER REQUIREMENTS. 12. TENANT SHALL NOT PENETRATE LANDLORD'S METAL ROOF DECK WITH ANY TYPE FASTNERS. 13. FREE STANDING STY DEVICES ARE NOT ALLOWED IN THE CONTROL ZONE. SECURITY DEVICES SHALL BE CONGEALED FROM RELIG VIEW. 14. TELEVISION ANTET NAS AND SATALLITE DISHES ARE NOT PERMITTED ON 11E ROOF OR ATTACHED TO HVAG UNITS. I. TENANTS REQUIRING GABLE TELEVISION SHOULD REFER TO THEIR LEASE AND CONTACT THE LANDLORD'S O14-511E R EFRESEN TATIVE FOR ADDITIONAL INFORMATION. 16. TENANT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIILD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK GG TO INSTALL FIRE RATED WOOD BLOCKING BEHIND GYP BD IN CEILING FOR HANGING GLASS SHELVING SYSTEM, SUFFICIENT TO HOLD 600 POUNDS. (TYP) 3! RECEIVED CITY OF T 14C!& @to JUN 0 6 260a 1 JJ (JA ) I/7H�99�11NyM0a a3TJ3J3O aG -19 11191INMOCI 7dNOUO�kIa 38111.C1d JN CIN3d l JJerNmO 1H9I l'WN0U93Zlla ar2us J.t fl Y 11-1911 ). G 11-1911 Jl 9 J3 d R1J_GIN;1933aIO(111 N9151IX3 I NVG1-1 NI ).V1 a1'NO,U -1911 OUVWSRId ,i7 X ,E izarnyvin 11Y I l • - 1H911NMOa 3 1Gr'aY N3:10 a35539=3:1 A� I 11H19I1NMOa 0139;3'3321 dIi'1IS 11‘139G3801114 ��-(�/'� 1H911NMOa N3d0 CEIG5gOgal AY /� SEE ELEGTRICAL 5HEET5 FOR ADDITIONAL INFORMATION OI i t 0 0 0 I 12) :11 wlr ...... SNYV 3MWN SNV1d ONI1I9O 1Vdf113J1IH3dd SIN3Y11 ON / I3NMO/ 11 S1N31111O0 ll/1NVN3i NO11dIIDS34 :31YO 311SSl MO !AO 03)ID Na mr A9 NMV IO 08611LO ON 1031`0td 1 , y . 4 ... 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TO DECK 4 SEAL SLEDS TO EXTEND b ABOVE THE 12 12-0 STOCK ROOM GEILN&. G �E ` STOCk3i00M � • {; NOT USED. STUDS TO EXTEND 6° ABOVE THE 12-0 STOCK ROOM CEILING. � ,' 20 GAGE METAL c. 'a" 5T511105 AT Vac. IGBD *4782 5/8' GYP. BD. CEII JN16 51 BO1 rOH TRACK TO CONCRETE SLAB PO/ER DRIVEN ! FASTENERS MK J45 AT W OL. UNDERSIDE OF ' 4� 6" SLOTTED TRACK DECK ABOVE • (5112-IRK OR Ea..) ,TEAS TO EXTEND b ABOVE T ' HE 12-0 STOCK ROOM CEILING. SALES - ARF-A Ohl SIDE of DECK A8011E 5/8" DEFLECTION GAP F1RE+ b' SLOTTED TRACK (51.P- -IRK OR -" 1 11/4„ FINISH PER SCHEDULES CEILING, BY TENANT E i ) 5/S' GYPSUM BOARD C EILI NG M ' FINISH L. TO PROVIDE 5/8' TYPE X M SIDTS) 1 . b' STEEL STEEDS ®I6' OL. 6L. TO PROVIDE 5/8 TYPE'X'�OTH SIDES) I M ii b' STS STUDS ®Ib' OL. 5/8' 16 GAGE METAL STUDS AT !Vac. IGBO 14782 518" GYP. 13D. TO CEILING SECURE BOTTOM TRACK TO CONCRETE 5LAE3 FA � DRIVEN AT W OL. 5/8' GYP. ;1 TO DECK 4 SEAL 5/8' 20 GAGE METAL STUDS AT 16'04. IG60 *4182 5/8' GYP. W. 5/6' TO CEILING SECURE BOTTOM TRACK GONGI�TE SLAB USING POMHR DRIVEN FASTENERS MIN J45 AT 18' OL. 14 1 UL N0. U465 I M OVERHEAD SHELVING (STOCKROOM) S'. ALL SERVING TO BE NSF RATED. U.L. W . U465 I ^ GYP BD'a" �/4 GYP BLL1 ET1N BOARD i " I b MITI STUD i! bYP BD V GYP BD 1 SECURE WITCH TRACK TO GONGREtE SIRE MI6 PIOYNBR DRIVEN HAS7 i MIIN..145 AT w" OL. TENANT S py y FINISH P>� 5GH�t11E 1 M CORRIDOR • TENANT TFJNANIT 1 II II STS RACK FIRESTOP SEALANT j! (12011-1 SIDES) FL OOR EMI HERE WALL ANTIS A TENANT STAGE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INST ALIID BY TBNANr TILE VWNSGOTT THIN -MT pANTAELE FIRGfOP j OGCd1R5j (LU011I SIDES) b GONTINJGUS INNPINNGHL� STEEL TRACK fi�OUR FUNLSII PIE OGGlltS yr E -.: , : NOTE ALL GYP. BOARD COMTE 5.A13 SEE SIMOTURAL LAYERS BY 6G MEET AS REWIRED NOTE: ALL STEEL STUDS AND BOTTOM MUST BE SCREED TOP ON BOTH SIDES. NOTE ALL S T E E L STUDS AND BOTTOM M U S T BE S O R B I E D TOP ON BOTH SIDES. NOTE ALL S1T33 STUDS AND BOTTOM 24 MIST HE 5GRB"® TOP ON BOTH SIDES. NOTE A L L STEEL S L E D S M U S T BE SCREED T O P AND BOTTOM ON BON 511X5. rLL ' - .. AS. REGIME] O ,ANUS AREA/STOCKROOM PARTITION N.T5. O KIM* HALL PARTITION NN T5. O SALES AREA PARTITION N.TS. NON- COMEU5TIBLE WOOD BLOCKING OR FRAMING AS REQUIRED. FIRE TREATED WOOD ONLY. O 1 HOUR PARTITION AT EMI-ED CORRIDOR N.TS. O STOGKROOMI PARTITION KTS. O DEMISING WALL PARTITION RCS. LAY -IN ACOUSTICAL CEILING AND 'T' 6RID 30 STOREFRONT SYSTEM BY API - CONTACT: KER 1 BEALS 0 813-q25 -OI44, COFFER FINISH 31 SOLID WOOD TPJM PIECE. PANT OR TOUGH UP ANY REVEALS AS INDICATED ON DRAWIN65. SIN'FLIED BY FL. AND INSTALLED BY 6.G. UNLESS *PROVIDED BY FIXTURE VENDOR NQ .: LEGEND NOTE: ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS - COORDINATE WITH PLANS. ITEMS. WEPLIED BY OTHERS (IE. TENANT) ARE INSTALLS) BT THE 6.G. UNLESS NOTED OTHERWISE. 4- 1 SAMPLE CART 4 2 DISPLAY CASE 4 3 WALL CASE DISPLAY 4 4 GABLE / GLASS DISPLAY SYSTEM- PROVIDED BY F.G. 4 5 GAMMA' - SUPPLIED BY FL., INSTALLED BY 6G. $ 6 LOWER DISPLAY CABINET. 41 NOT USED. 4- 8 TEA WALL DISPLAY SUPPLIED BY FL. q TEA SCALE StN'PLIED SY TENANT 10 NOT USED. 11 ICE BIN - SEE EQUIPMENT SCHEDULE EQ-1 THIS SET. 12 SOAP AND TOWEL DISPENSER 13 TABLE AND CHAIRS 14 STOCKROOM SHB.VIN6. SEE DETAILS 5, 6, 4 1 SHT. A4OI. ALL SHELVING TO BE NSF RATED. 15 OVERHEAD SHELVING (STOCKROOM) S'. ALL SERVING TO BE NSF RATED. 16 GOAT RACK 11 BLL1 ET1N BOARD BASE TO MATCH FLOORING. PER ELEVATION) SEE SET. A400. SALES 13 FREETANDI146 NSF SHELVING (SEE SHEET A40IX CUPS TO ATTACH TO SHELVES) NOT USED - 21 MALL NEUTRAL PIER 22 STRUCTURAL VERTICAL 5TIM_TUBE AND GUIDE FOR OVERHEAD GRILLE. 5EC,URED TO STRUCTURE ABOVE 23 5/8' TYPE X DRYWALL ON EXIST1N6 DEMISING STUD WALL 24 METAL STUD BRACING OR FRAMINS AS REQUIRED 25 3/4' X 3/4' BLACK METAL FINISH CHANNEL BETNIEEN TENANT FINISH AND MALL FINISH 26 HATCHED AREAS INDICATE EX15TIN6 CONSTRUCTION TO REMAIN (PATCH AS REQUIRED FOR PROPER FIRE RATING) 21 NON- COMEU5TIBLE WOOD BLOCKING OR FRAMING AS REQUIRED. FIRE TREATED WOOD ONLY. 28 5/8 TYPE X DRYWALL ON 20 6A. METAL STUD SUSPENSION SYSTEM FOR CEILING, SOFFITS, AND CURTAIN WALLS 2q LAY -IN ACOUSTICAL CEILING AND 'T' 6RID 30 STOREFRONT SYSTEM BY API - CONTACT: KER 1 BEALS 0 813-q25 -OI44, COFFER FINISH 31 SOLID WOOD TPJM PIECE. PANT OR TOUGH UP ANY REVEALS AS INDICATED ON DRAWIN65. SIN'FLIED BY FL. AND INSTALLED BY 6.G. UNLESS 11503 NOTED OTHERWISE +32 LIGHT FIX7INRE 33 5TOREFRONT 516N. 5B: SET. 5100 FOR MORE INFO. 434 GIFT WRAP STATION- SEE SHEET MOO FOR DETAILS 35 STOREFRONT SUPPORT FRAMING,: LINTEL OF BOXED TYPE SOGSJI6 METAL STUDS AND BO STIFFENERS. SUPPORT BY JAMB COLUMNS OF BOXED GASH1 N' TYPE 36265.114 METAL STUDS. LATERALLY BRACE TO STRUCTURE ABOVE (CONSTRUCTION 4 FASTENERS AS REQUIRED FOR MAXIMUM LOADS). LAMINATE &L. TO USE UNIMAST COMPONENTS (OR E 1AL) AND FOLLOW UNIMAS P CONSTRUCTION DETAILS FOR MAXIMUM LOAD DE510%. 36 FROSTED VINYLE GLASS APPLIQUE LOGOS 9.1PPLIEO BY TENANT. DECALS TO BE APPLIED TO THE INSIDE FACE OF THE STOR 9RONT 6LAZIN6» 31 EXI5TN6 AND I&1 STOREFRONT. NEW PORTION OF STOREFRONT TO MATCH EXISTING. SEE DETAILS I, 2, 3/ A300 38 NOT USED. 3q 5/8' TYPE 'X' DRYWALL ON 3 5/8' METAL STUDS ® 16 OL. - MJSIG DISPLAY SUPPLIED BY TENANT. 41 INTERIOR SIGN PLATFORM SUPPORT FRAMING: LINTEL OF BOXED TYPE SOG5JI6 METAL STUDS AND END STIFFENERS. SUPPORT BY JAMB COLUMNS BRUSF ED OF BOXED TYPE 362G5J14 METAL STUDS. LATERALLY BRACE TO STRUCTURE ABOVE CONSTRUCTION 4 FASTENERS AS REWIRED FOR MAXIMUM PI LOADS). 6L. TO USE UNIMA ST' COMPONENTS (OR EQUAL) AND FOLLOW 1NNIMA5T CONSTRUCTION DETAILS FOR MAXIMUM LOAD DESIGNS. 42 COUNTRY NAME SOFFIT 6RAPHIGS -941PP1.JED BY TENANT. 43 TEAVANA HAS NATIONAL ACCOUNT WITH DALTILE INDIAN EJMMER TILE CAN BE PURCHEED FOR $2.14/5F. SALES &ROUT TO BE PURCHASED WITH TILE TO ENSURE CORRECT MATERIAL PANT PROBLE45 OR QUESTIONS - CONTACT PAULETTE NENI4AN, DIRECTOR OF NATIONL ACCOUNTS. O: 2I43o<333<11 G: 214-501-5q0 F: 8T14OS -Ig52 44 MJSIG AMPLIFIER SUPPLIED BY TENANT o FINISH SCHEDULE TA& I MATERIAL / DESG. I MFR I STYLE/ GAT. NO. I COLOR I NOTE I BOOM ACCMC L Al GEWN6 TILE US& E LI WHITE GAP 6RID *3210 � W/ ALUMINA 5TOGKROOM A2 NOT USED wasp Elm= EQ-I ICE GUISE MACHINE MANITOWOC FLOORING BASE Fl CERAMIC TILE DALTILE VILLA VALLETA INDIAN SUMMER 12'x12' TILES SALES N GROUT DALTILE 222 CARBON )6,' GROUT - SEAL SALES F2 CERAMIC TILE BASE DALTILE VILLA VALLETA INDIAN SUMMER BASE TO MATCH FLOORING. PER ELEVATION) SEE SET. A400. SALES 13 NOT U5® NOT USED - - - - F4 NOT USED - - - N Y GLAZING GI GLASS SYSTEM API I/2' CLEAR TEMFE RED STOREFRONT PLASTIC LAMINATES L1 LAMINATE FORMICA 11503 VOSGES PEAR WITH ARTISAN FIN151-1 SALES L2 LAMINATE FORMICA 364q -43 RATTAN CANE MATTE FINISH GASH1 N' L3 LAMINATE WIL50NART I545 -60 BLACK - GA5H147.AP METAL MI STANLE STEEL - - 315' EACH COMP. SHALL EE NO LESS THAN IgkI6'xl35° AND HAVE ROUNDED INTERNAL ANGLE,. GASH WRAP BRUSF ED PAINTS / SEALANTS PI PAINT DURON TI76N GALENA GOLD AS INDICATED ON ELEVATIONS 4 PLANS SALES P2 PANT SHERWIN WILLIAMS 5W BEES WAX AS INDICATED ON ELEVATIONS 4 PLANS SALES/STOCKROOM P3 PAINT %ERWIN WILLIAMS SW 6113 INTERACTIVE CREAM CEILING 4 SOFFIT AS INDICATED ON PLAN 5ALE5/5TOGKROOM P4 PAINT SHERWIN WILLIAMS 511 6552 DEWEERRY INTERIOR 4 EXTERIOR SIGN PLATFORMS SALES F5 PAINT SHERWIN WILLIAMS 5W 6411 - AS INDICATED ON ELEVATIONS 4 PLANS SALES SATIN STAINLEE STEEL DECK MOUNTED XND. GOOSENECK Pb PAINT - - SLACK AS INDICATED ON ELEVATIONS 4 PLANS STOREFRONT PAINT NOTE FLAT ON GEILIN6, E6G51-ELL ON WALLS AND SOFFITS, 51341 GLOSS IN BACK AREA AND DOORS AND FRAMES STONE 51 SILESTONE COSE NTINO RAINFORREST 30033 GREEN FLECK SILE STONE, JIM BROWN S11- 5T1-52S8 SALES MOD VENEER ELKAY ELKAY GHSI1160 LK4l VI VENEER MARLITE MODULES SYSTEM, Xs" SQUARE REVEAL FLAT CUT CHERRT CLASS C SUPPLIED BY OWNER AND INSTALLED BY L. STOREFRONT EQUIPMENT SCHEDULE GODS TYPE MANFAGIURER MFR NNMIR VEDLTS HAM AMPS }1 D H RE WRIC5 wasp Elm= EQ-I ICE GUISE MACHINE MANITOWOC 5-5HZ1 S 322 - - I5A 22" 34' 545" N Y Ea-2 WATER FILTER MANITOWOC. AR20000 - - - 512' 4' 2134' N Y EQ-3 NOT USED - - - - - - - - - N Y EQ-4 HOT WATER MACHINE BUNN HIOX 206V - 38:1 7.11' 233' 34.4' J-BOX 4 PIGTAIL FOR BUNN - BY ELECTRICIAN RUN TFIROt H ICE MAKER FILTER E2-5 NOT USED - - - - - - - - - - EGl-6 3 COW. SINK SPRAYER EA6LE 6ROUP EAGLE E GROUP 414 - 163-18 30011 - 135' 26' 315' EACH COMP. SHALL EE NO LESS THAN IgkI6'xl35° AND HAVE ROUNDED INTERNAL ANGLE,. N Y Ea-1 ICE BIN MOLT INTERNATIONAL 13I &1418 - - - 14' 18' II' N Y EQ-8 UNDER COUNTER REF. EEVERA6E -AIR UGR -2150 - - - - - - - - EQ-4 HAND SINK FAUCET ADYANGE TABCO ADVANCE TACO DI -I -25 K-62 - - - - - - SATIN STAINLEE STEEL DECK MOUNTED XND. GOOSENECK N Y EQ-10 HAND SINK FAUCET ADVANCE TABGO ADVANCE TABOO DI -I-5 K-62 - - -- - - - SATIN STAINLESS STEEL DECK MOUNTED XI-LID. 6O05BN6GK N N Y Y E-II HAND WASH UP SINK FAUCET ELKAY ELKAY GHSI1160 LK4l - - - - - - INCLUDED WITH SINK N Y EQ-12 MOP SINK SERVICE FAUCET MOP HANGER UNIVERSAL STAINLESS MOP-20-5 5F-8 MH3 - - - - - - Y Y L 41VERSAL STAINLESS UNIVERSAL STAINLESS EQ-I3 GP DISPENSER DISPENSE RITE ADJ4& -31 - - - - - - N Y EQ-14 1JD DISPENSER DISPENSE RITE TDL-33 - - - - - - N Y EQ-I5 P05 - - - - -- - - - 6L. TO PROVIDE POWER AND TELEPHONE N N E& WASTE REGEFTGL.E RUBBERMAID - - - - 12' 12 24' Y Y EG-I1 WATER HEATER - - - - - - - - 20 6ALLON Y Y EQ-IS IPOD MOUNTING STATION AFFLE Mg282WA - - - 2.4' 51' 4.1' WITH POWER ADDAPTOR AND CONNECTION KIT N Y 5 _Iq HEAD PHONE - - - - - - - - CLAM SHELL HEADSET FOR LISTEN STATION N Y Ea-2O NOT USED - - - - - - - - - - EQ-21 PAPER TO1NFl DISPENSER BO RICK B-2621 - - - IOC /4" 4' IAA Y Y EQ-22 5OAP DISPENSER BOBRIGK B-I55 - - - 4" 4 Y - I- 5 N Y Y EQ-23 MIRROR BOBRIGK 5 15561620 - - - 1546' v Iq ' Y Y EQ-244 BULLETIN BOARD - - - - - - - - Y Y - ': r^ �•:z a w:.. ���������� rm. �������Arai. Ara. :Arai. :Alau:i ii -"A..7-- ............................. Ar.. Am. � EQ-Iq LOCKER GLOBAL EQUIP. $'N6652141 - - - 12' 15' 36" &L. TO SECURE TO WALLS. PROVIDE SLOCKIIN6 Y \ DOOR LEGEND DOOR TYPE FRITHS DOOR NOTE 55 Aloft erN 1 4' - 0' x 9' - 10' • ' INS SLAGS DOORS 0 - STOREFRONT (la' GLASS) .- - r - NEW HOLLOW GORE IV. DOOR 0 1X2 POCKET DOOR DOOR HARDWARE GR055 RUNNER LOCK I NG GL I P TO FASTEN GROSS RUNNER TO MAIN RUNNER I /4" ALLTH ROD SU55PENDED FROM STRUCTURE TIT 45 SPLICE 451.8 MAIN RUNNER SPLICE- 0 4' -0° O.G. TYP. SPLAY BRAG I NO DETA I L HANGER ALLOWABLE WIRE TENSION 12 I I I0 4511, SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER, ALL WIRES ATTACHED TO MAIN RUNNER (4 DIRECTIONS) CROSS RUNNER 2' -0" O.G. F = ZICpV 1 225* 500# where Cp =0.3 1^1p =tribes _ area X14181 ght of telling (4* mina SEISMIC BRACING AT SUSPENDED CEIUNG BGILB N78 JIIIII11111111111111111111111111111111111111 1111111111111111111111111111111111111 11111111 ■- MAIN RUNNER P 2" WALL MOLDI CONT. HHORJZ. STRUT TO PREVENT SPREADING OR RUNNERS LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' O.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL REF. TO 2/A4.I FOR ATTACHMENT DETAILS. SUSPENDED LAY-- I N GE I L I NG DETAIL ® NALL 5/8° GYP. BD. CEILING ON DWC-25 FIURRI GHANNEL5 0 I6 SEGURRED TO 1 -1/2" GOLD ROWED GHAM LS ® 4' -0 O.G. LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' O.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. REF. TO 2/A4.I FOR ATTACHMENT DETAILS. SUSPENDED GYP. SD. GE I L I NG DETAIL @ NALL NOTE: METAL SUSPENSION SYSTEMS FOR AGOU511GAL TILE AND FOR LAY -IN PANEL CEILING5 SHALL SE INSTALLED IN ACCORDANCE WITH 'UNIFORM BUILDING CODE" CHAPTER 41 4 UB.C. STANDARD 41 -I8. HANGERS FOR atSFENDED GEILI46 SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 41-A, FASTENED TO OR Et 3EDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL SE SADDLE -TIED ARAND MAIN RJNNEt5 TO DEVELOP THE ALL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HAMJ6ERS SHALL BE BOLTED W/ US' BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS: AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES PV BENT TABS, oR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DE516N LOAD OR ULTIMATE AXIAL TENSION OR COME SION ( MIN. 60 LBS) OR CROSS- FUIRRIN6 SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE -TYING WITH NOT LESS THAN ONE STRAND OF NO. I6 OR TWO STRANDS OF NO. 18 U5.6UA6E TIE WIRE OR APPROVED EQIJIVALENT ATTACHMENTS. THE MAIN RUNNER AND CR055 -H.H RING SHALL NOT BE LESS THAN THE SIZES SET FORTH IN TABLE NO.41 -A, EXCEPT THAT OTHER STi SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR 11-105E ST FORTH IN TI-E TABLE 1 3/4" HOLLOW GORE WOOD DOOR WITH VI FINISH ON FRONT AND EDGE NOTE: 1. CLOSER ATTACHED ON STOCK ROOM SIDE 2. DOOR AND JAMB SUPPLIED SY G.G. DOOR JAMB DETAIL DEMISING WALL NOTE &L. TO PROVIDE ' TYPE Y 6YPBD. TO DECK AND SEAL IF NNEGGESSARY. COORDINATE WITH TENANT T COORDINATOR PRIOR TO BID. &L. RESPONSIBLE TO VERIFY AND INCLUDE NECCESARY WORK IN CONTRACT. 00 PAINT SACK O5IDE OF DOOR FRONT SIDE OF LI POOR WALL NOTE WALLS BEHIND FIXTURES TO EE FIRE TAPED ONLY AND UNPAINTED. SEE A400 FOR ADDITIONAL INFORMAITON. ALL PARI11ON5 MUST BE GROSS BRACING AS REQUIRED. AT DEMISING WALLS AND AT ALL INTERIOR PARTITIONS. 11-E MUST BE 6' CLEAR. GYPSUM BOARD TO STOP 6' GUAR FROM DECK ABOVE FOR LANDLORD'S HVAG SYSTEM. ALL COLOR 4 MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD 4 SMOKE DEVELOPIBNT FACTORS. THE FIRE DEPARTMENT WILL REQUIRE THE SUBMITTAL OF GUT SHE S FOR ALL INTERIOR FINISHES FOR FIRE DEPARTMENT APPROVAL. DOOR: 1 DESGRIFFION (PWEL. / NOTES 11 0 0 BY AMERIGAN PRODUCTS. INC. (API) ALL FINISHES TO BE CUSTOM GOWER POWDER COAT. UNLESS OTFERAI5E INDICATED 6' SQUARE BOTTOM RAIL 2' TOP RAILS GRL FRAMELESS SLIDING DOOR HANDLE, GATNO. 56H8 CAPPER FINISH. - I r . • - 11 :` =' r ri �: .. BEST SEVEN 6C TO PIN CYLINDER LOCK SYSTEM 5 T DOORS TO SALE AREA TO 5TOGK ROOM PSagrAnffiantIMEt FRAM KIT POCKET DOOR FULL - ARTISAN SERIES LIFETIME FINISH (SATIN NICKEL). EVE- 221B15, 2 -I /8 INCHES. .r .":1 /r: - -1-Y, ,,, -V' i 1 CODE COMPLIANCE APPROV .101i 9 Zp�6 OV of Voila BANG ONISY.,,..�. - DOOR TYPES 0 COPPER FINISH (EOTH SIDES) CAPPER FINISH (60TH SIDES) .a zta W ,i t z 0® a � � ry N 2,1 m m m 00 0n0060@ • 4 V ,_ 4 x D 0 '- 5i o 4 ._ Q R _ 3 li § 0 -) , Kiffi oleo Q 0 i- 4 9! d� r � 6 .. g —u ° 01 % a l a d d bld FQ Ig ,"Nn k 4k 00 Moo u °,Y _o Ph 2 ii ( Fz 1 - MATCH CAW PATTERN EEO G • 1: N PLUMS 15147682 BEES WAX G . N WILIJAMS lSW6II3 INTERACTIVE CREAM - AINT 5/8" 6W. SO. 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