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HomeMy WebLinkAboutPermit D08-272 - WESTFIELD SOUTHCENTER MALL - VITAMIN WORLD - TENANT IMPROVEMENTVITAMIN WORLD 1119 SO UTH CENTER MALL D08 -272 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http. / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -272 Occupant /Tenant: VITAMIN WORLD Building Address: 1119 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 24 AM al' BUILDING OFFI IAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: Address: Phone: 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 6364200010 1119 SOUTHCENTER MALL TUKW VITAMIN WORLD 1119 SOUTHCENTER MALL , TUKWILA WA WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 KENT FAHEY 3019 HOLLINWELL DR , KATY TX 77450 800 - 556 -8641 Contractor: Name: UNIQUE STRUCTURES Address: 7 PINE GROVE LANE , REXFORD NY 12148 Phone: Contractor License No: UNIQUSL924MB DESCRIPTION OF WORK: TENANT IMPROVEMENT OF NEW MALL SPACE Value of Construction: $60,000.00 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: II-B doc: IBC -10/06 CitAgf Tukwila • DEVELOPMENT PERMIT * *continued on next page ** D08 -272 Permit Number: Issue Date: Permit Expires On: Expiration Date: 07/02/2010 Fees Collected: International Building Code Edition: Occupancy per IBC: D08 -272 07/02/2008 12/29/2008 $1,517.55 2006 0019 Printed: 07 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Permit Number: D08 - 272 Issue Date: 07/02/2008 Permit Expires On: 12/29/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature Date: I hereby certify that I have read an ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie i , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe • ormance of work. I s orized to sign and obtain this development permit. Signature: Print Name: doc: IBC -10/06 Date: 7208 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 -272 Printed: 07 -02 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 1119 SOUTHCENTER MALL TUKW Suite No: Tenant: VITAMIN WORLD 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 I Permit Number: D08 -272 Status: ISSUED Applied Date: 05/12/2008 Issue Date: 07/02/2008 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: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDMONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Cond -10/06 008 -272 Printed: 07 -02 -2008 following concerns: • 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 • 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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) 26: 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) 27: 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) 28: 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) 29: 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 doc: Cond -10/06 008 -272 Printed: 07 -02 -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 • 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) 30: 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. 31: 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) 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: 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. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 -272 Printed: 07 -02 -2008 Signature: Print Name: doc: Cond -10/06 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Osf p 4 //l c_5 • Date: '7 - 2- — G FC D08 -272 Printed: 07 -02 -2008 Company Name: Mailing Address: r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wo.us Building Permit No. Z7► Mechanical Permit No. 10 S - 6 . 67 Plumbing /Gas Permit No. wog- I Lie Public Works Permit No. Project No. poP Ill, (For office use only) 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 (�/��� King Co Assessor's Tax No.: to3� 3 " CO ( 0 Site Address: I (� 9 S� , Z ' "'' '`�'� -- Tenant Name: V 1' \i kk.) Property Owners Name: Mb r1 l 0 C.,230 . Mailing Address:' I(0O ( tt(,£.till --1 4r7. t .0SP r 3 CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: 301st •WUM■ PR, E - Mail Address: ? - Z - ITS COM Contact Person: E -Mail Address: Contractor Registration Number: Company Name: -sLS 1 - 2 IAA. Iftr .-t Mailing Address: (QO"', ( Za 67 alp Contact Person: yOk.s 1 .(t.t„I A E -Mail Address: 1 Contact Person: E -Mail Address: Q: \Applications \romts - Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Suite Number: Floor: City Day Telephone: BOD -- S90 -4 6(12 Lt New Tenant: State Yes ❑..No Zip State Zip City Fax Number: 2$ t - S9 - 4 - 222 goo 7-5" GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1 b Mailing Address: Zip State City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record J i7 ' moo c4- City State Zip Day Telephone:a1* 9sQS - - Z 4 ( S Fax Number: Et 4 483 -- ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip City Day Telephone: Fax Number: Page I of 6 • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ` O l ()OO Existing Building Valuation: $ Scope of Work (please provide detailed information): i\ h�T - a—t oa - ?'b'1'�)p — (�J ft fJ 4Co N ZAA.) l L L6?NSE ' ' f TC- Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 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: Compact: Handicap: Will there be a change in use? ❑ Yes Ns No If "yes ", explain: FIRE PROTECTION/ A MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes !* No If "yes', attach list of materials and storage locations on a separate S -I/2" x /I "paper including quantities and Material Sqf .`ata Sheets. Q: \ Applicntions\Fomts- Applications On Linc`3 -2006 - Permit Application.doc Revised: 9 -2006 116 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor r Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ` O l ()OO Existing Building Valuation: $ Scope of Work (please provide detailed information): i\ h�T - a—t oa - ?'b'1'�)p — (�J ft fJ 4Co N ZAA.) l L L6?NSE ' ' f TC- Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 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: Compact: Handicap: Will there be a change in use? ❑ Yes Ns No If "yes ", explain: FIRE PROTECTION/ A MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes !* No If "yes', attach list of materials and storage locations on a separate S -I/2" x /I "paper including quantities and Material Sqf .`ata Sheets. Q: \ Applicntions\Fomts- Applications On Linc`3 -2006 - Permit Application.doc Revised: 9 -2006 116 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. Page 2 of 6 ❑ ...Total Cut ❑ ...Total Fill Scope of Work (please provide detailed information): PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑ ...Water District #125 El .. Highline ❑ ...Water Availability Provided Sewer District V ...Tukwila ❑... ValVue ❑ .. Renton ❑ .. Seattle f ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County I lealth Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) El ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance El ...Construction /Excavation /Fill - Right -of -way Non Right -of -way cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut El .. Pavement Cut ❑ .. Looped Fire Line 0:\Applicnnons \Forms - Applications On Linc\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Geotechnical Report El .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance El .. Work in Flood Zone El .. Storm Drainage ❑ .. Renton ❑ ...Permanent Water Meter Size... WO # El ...Temporar Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size El ...Sewer Main Extension Public Private ❑ ... Water Main Extension Public Private ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless - (SAO) El ... Hold Harmless - (ROW) El .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State 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 F1P /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 7 15 -30 HP /1,000.000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 FIP /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 \ V Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/1nd 0 4r Company Name: Mailing Address: Contact Person: E -Mail Address: TD MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): N t-pk\ t3o pt_., = Use: Residential: New .... ❑ Replacement Commercial: New .... ❑ Replacement NI Fuel Type: Electric Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applicntions \romts- Applications On Linell -2006 - Permit Applicatton.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Page 4 of 6 Fixture Type: Qty Fixture Ty pe: Qty Fi xture Type: Qty Fixture Type: Q ty 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 j Sinks I Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet 1 Building sewer or trailer park sewer Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treating equipment Water heater and/or vent Repair or alteration of drainage or vent piping i ` Additional medical gas inlets /outlets — six or more Medical gas piping system serving one to five inlets /outlets for specific gas Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Building Use (per Int'I Building Code): — B Q:'Appltcations \Fomts- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 hh PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION OV'r 'rte t3 ($4:' Company Name: Mailing Address: State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ $ SO OcO Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): I F( � Occupancy (per Int'I Building Code): M Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TIIE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR TFIIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: C �. Print Name: c'ta∎i Mailing Address: MO L _ (� JC.r. �tstl..• f. ` -' - CSO City State Zip Date Application Accepted: Date Application Expires: E.-D.__ (1`I). -01( Staff Initials: Q:'••Applications\Fomis- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 hh Date:6 S ( m 3 Day Telephone: goo - —.ago 1 Pagc 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -272 Address: 1119 SOUTECENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/12/2008 Applicant: VITAMIN WORLD Issue Date: Receipt No.: Initials: User ID: R08 -02311 JEM 1165 Payee: UNIQUE STRUCTURES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1537 921.50 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 RECEIPT Account Code Current Pmts 000/322.100 917.00 000/386.904 4.50 Total: $921.50 Payment Amount: $921.50 Payment Date: 06/26/2008 11:14 AM Balance: $0.00 4157 06/26 9711 TOTAL 921.50 doc: Receiot -06 Printed: 06 -26 -2008 Parcel No.: 6364200010 Permit Number: D08 -272 Address: 1119 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/12/2008 Applicant: VITAMIN WORLD Issue Date: Receipt No.: R08 - 01560 Payment Amount: $596.05 Initials: WER Payment Date: 05/12/2008 11:50 AM User ID: 1655 Balance: $921.50 Payee: RETAIL PERMIT SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8876 596.05 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:/lwww.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 596.05 Total: $596.05 2284 05/12 9711 TOTAL 734.78 doc: Receiot -06 Printed: 05 -12 -2008 Projec : VI N ;t L odd Type of Inspection: r C I I Address: I/ /I l' Date Called: Special Instructions: Date Wanted: 7 23 - 2 g [per p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fz 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Inspector: r• 'Date: El $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: , / ,1 1 ' ) vi T x4441 t9 iJ� Type of Inspection: ' , 4 \, Address: 1119 / / . Date Called: Special Instructions: Date Wanted: 7 /xZ' o 3 a.m. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit D1)-Z7; INSPE ION NO. PERMIT NO. , J CITY OF TUKWILA BUILDING DIVISION 111L • 1 ( � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Ej Approved per applicable codes. 0 Corrections required prior to approval. • COMMENTS: P/'4 Ole to S4ne_h_ /gh-iL 0 $6 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: Project: / i 1.444 ) `1 Type of Inspection: C Address: / / J q „/I f jt Date Called: I Special Instructions: Date Wanted: 7/2- ,., / �/� a.m. p.m. Requester: Phone No: pod'-23. 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 -3 7 ji A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: (Receipt No.: Date: 7 El $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: • Projec�t: /+ V I +!eN AlIN GU 014.1) Type of Inspection: -----LA-) Address: 11 I l � 1 i ( ' Date Called: Special Instructions: Date Wanted: rt1` Requester: Phone No L 17 373 �42() INSPECTION NO. INSPECTION RECORD 0 Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11 ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Jj Approved per applicable codes. U Corrections required prior to approval. COMMENTS: • ceti C6, kai(1 c � d eg!AA4r " l j t ❑ $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai • - 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: • Project: i Type optApect A v A ` N Addr` , � � � t Date Called: Special Instructions: Date Wa nted: —7- Vim. O' Requester: Phone No 1 423 - 3 73 -00/42.O INSPECTION NO. i)0S -a72 INSPECTION RECORD Retain a copy with permit „ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J/ /4 Scale, homed\ Inspector: 'Date: ?hod/0 2 El $60.00 tlSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: t • r s �_:� h 3�fi[•r�__ _2 _Lt.:� 'YI..,.+ <'�•.r..N �4. Project: l li T N 1 iy Type of Inspection: GL(C. 1,0 a. C mt-tt Address: 1`x'()f Date Called: Special Instructions: Date Wanted: p.m. I Ca- 08 Requester: Ph No: � ne Z -- 373- W INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. COMMENTS: e.a- i ` yr6 to l /'r • • Ors C ci 1 'w ec -ia Inspector: 7 El $60.00 paid a 7ho/e Corrections required prior to approval. 'Date: SPECTION FEE REQUIRED. Prior to inspection, fee must be 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 1Date: b Project: i i 1 /� Type of Inspection: Address //, 9' still Date Called: Special Instructions: Date Wanted: 7�? / 0#3 a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT 2_ CITY OF TUKWILA BUILDING DIVISION 9- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-36 El Approved per applicable codes. ❑ Corrections required prior to approval. 'Inspector: I ri $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ! COMMENTS: P /A- i S/ ./,9 Receipt No.: !Date: Project: V$rrtimIN V\tovtt.t Type of Inspection: r l wt 4 i 1-A - Address: ► I + 5C MA c. t..— Suite #: Contact erson: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: T' - - Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: t Inspector: INSPECTION NUMBER Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. PVC a- Date: 7 log 1/13/06 ith 13/ Itko8±- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Corrections required prior to approval. COMMENTS: f1/44F c.4t C otk OM- V OA V MDI') at. SS - OIL c - - I e t�-- Hrs.: • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Vt 4- v C lA se/ Ont. (d . Type of Inspection: s to I eve Address: Suite #: I � � 7 5 C . tn'Y L. Contact Person: Special Instructions: Permits: -- Occupancy Type: Phone No.: Needs Shift Inspection: _ Sprinklers: Fire Alarm: Hood & Duct: • Monitor: _ Pre -Fire: Permits: -- Occupancy Type: F. INSPEC1fION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form,Doc 1/13/06 6 L q0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ' 444 Andover Park East, Tukwila, Wa. 98188 206 =575 -4407 E] Corrections required prior to approval. COMMENTS: P t. Inspector: I Date: 7/ 71a Hrs.: c/y n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of•Tukwila Finance Department. Call to schedule a reinspection: T.F.D. Form F.P. 113 Project: U Wok 12, ../: „" .' : . - ,-.., Type of Insp ion: . P,( el re cot Address: , Suite #: i/ S ( • mi"-L- Person: 7 0 e L /14 < 'T Nf-). l e . Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: _ • -•■••• .1 W kikiWe: INSPECTION NUMBER - e# so • • 2 , CITY OF KWILVFIRE DEPARTMENT 444 Andover Prk East Tukwila, Wa. 98 88 - • • , 206-575-4407 roved per applicable codes. • • . Iiitke Retain a col* with Word/Inspection Record Form.Doc 1/13/06 _ ..• •:• ...• PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: pl i ) r e _54 E. / 0 are 2 r,diA iz..Yy pe P4.5 e• • 14--) b.4.6‘ epe C,004±_ • - .411. Date: "Wei ?j• $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. ,1 Project Info ProiectAddress gTri W0,?!p .. Date v 11/9 Socirh ce,urEIc ,414Lt For But g •: ( ; � �� CODE COMPEL APPROVE[ . JUN 13 200 TtJKtifil4 , W4 Applicant Name: ,4— Reraft. EN6146E fNG rtrc AppficantAddress: 7s-0 Ric,o wst=n6E imp, wFSilfuuC6 0N ie Applicant Phone: 61q _ g(®_ A 313 Project Description wti;4e L.4Ut , ee ZX? 0 plarts2n,:uded req 1 t (A BNew Building M Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning iiremengity /! f Tukwi Compliance Option 0 Prescriptive ® lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 S ®ING DIVI� spaces clearly on plans.) Alteration Exceptions (check appropriate box -sec. 11323) ❑ No changes are being made to the lighting ❑ Less than 80% of the fixtures new, Installed wattage not Increased, & space use not. changed. Location (floor/room no.) • Future Description Number of Fixtures Watts/ Fixture Watts Proposed / c ull LauVe;Q. 2 /0 6. 6 2 0 / wti;4e L.4Ut , ee ZX? a ,6) • /Zy I 1 L TG . /?, qo r20 1 T 1 &c Ii E4D 18 1 z 6 Z STock A-geq L 3 3.. 9 t Mitt k NEED 6 I g 1c S 1 Tuck hail 7 6 a 41a Location (floor/room no.) Occupancy Description Allowed Watts per it " Area In f12 Mowed x Area / ReTA/c SAL CS A f g.4 / .S 7sof 0 I /.ZS•o . -Mt/t6 C ets•,o /SS,c 7S o / QE ?ML SA-LES A- RE,4 Ifr 7S _ . 1/IT, 0 • CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form LTG -iNT 3008 Weddegton Stele Nonfeatdarld Energy Code Compile= Forme Maximum Allowed Lighting Wattage rom Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage DOSIb 272 FELE COPY Total Allowed Watts Z3z— .Q Total Proposed Watts may not exceed Total Allowed Watts for interior Total Proposed Watts 211 Notes: 1. For proposed Fi Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if Included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's fisted maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard-wired ballasts only, the default table in the NREC Technical Reference Manuel may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fbcture blank. NCE a ION RECE %VE MAY 12 2008 RMMIT CENTEFE use LPA` (Wl ilLise` O Warehouses, storage areas or aircraft storage hangers O Other LPA (99/1311 Automotive faabty 0.9 Office buildings, office/administrative areas In facilities of other use types (including but not limited to schools hospitals, Institutions, museums, banks, churches) " 1.0 Convention center 1.2 Penitent&try and other - Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and stations° 1.0 Cafeterias, fast food establishments', restaurants/bars L3 Post olflOe 1.1 Dormitory 1.0 Retell - , retailbanking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 Wchoofbuildngs (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces 1.0 Theater, moon picture 12 Health care clinic 1.0 Theater, performing arts 1.8 Hospital. nursing homes, and other Group I-1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotevmotel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference/exhibition hag; 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Wanes' 1.3 Plans SubmittedTor Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet-facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces occupancy: O Warehouses, storage areas or aircraft storage hangers O Other Qualification Checklist Note: It occupancy type Is 'Other and exture answer is chedred, the number of Polbaes In the space is not limited by Cade. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fbdures: (Section 1521) 0 Check if 95% or more of f comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T -2, T-4, T-5, T=8 lamps, and d) hard -wired elec- ironic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <a 150w c) electronic ballasts 3. LED lights. - CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary. (back) LTG -INT 2008 Washington Stab treruasrdenbel Energy Cade Camplience Forms -1 Un ng Power Allowance (LPA Revised July 2007 F OOtilOtes f or T able 15 - 1 1) In cases In which a general use and a specific use are listed, the specific use shall apply. In cases In which a use is not mentioned specifically, the Unit Power Allowance shag be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The wafts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feel 6) Reserved. 7) For conference rooms and offices less than 150it with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. B) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 260 W/fl 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by wails or at least three- quarter - height partitions (transparent or opaque). and fighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 wilt of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wag). b) adjustable in both the horizontal and vertical axes (vertical ands only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge tamps. This additional fighting power Is allowed only N the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington state koneesidamdal Energy Code canp1Mn a Fora is Revised Jut, 2007 Use this form if you are claiming arty ceiling height adjustments for your Lighting Power Allowances for Interior lighting. he Occupancy Description should agree with the .use listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Cary the Adjusted LPA to the corresponding °Allowed Watts per et location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Ceiling Height Watts per ft i° for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft From Table 15-1 based on exceptions listed in footnotes Cooling Equipment Schedule Eqs. ID Brand Name' Model No.' Capacity Btulh Total CFM OSA CFM or Econo? SEER or EER ply' Location VA I 4A424-24 e..¢... 45 t44 - 3 1s, to no cu a WA 4/A 4 /A 6 ►a, REC[ MAY . Heating Equipment Schedule Equip. ID Brand Name' Model No.' CaPacilY2 Btu/h Total CFM OSA cfm or Fresno? Input Btuh Output Btuh Effi 6.17-0A.1 Applicant Address: too . b tp 5 Ye, P—rr—s i 2uCowt t D toG1 REC[ MAY . Fan Equipment Schedule Equip ID Brand Name' Model No.' 1 CFM SP' HP/BHP Flow Control Location of Service TE- I 6.17-0A.1 Applicant Address: too . b tp 5 Ye, P—rr—s i 2uCowt t D toG1 REC[ MAY . Project Info Project Address , t t - num r,S yvo et-6 a s", )-n i c.F� LDate 5(2[ 08 rt Iq Soctn-1 G p�,i 4C-4.-- For Build g epL Use . c� ®�� „) id-t4) (L.44 i tA)J elm 62 Applicant Name: Applicant Address: Applicant Phone: 1 CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonroslde ea! 6mgy Code Campgance Fomns Revhted My 2007 Project Description Wetly describe mechanical system type and features. Mittledes Plans FILE COPY Permit No. Include documentation requiting compliance with aommissioMQg,equ[ ements,.Section 1 ri r ... i �a Compliance Option for simple & complex systems.) Simple System • O Complex System 0 Systems Analysis See Decision Flowchart (over) for qualifications. Use separate MECHSUAA Equipment Schedules The following information Is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plane, fill In the required Information below. bo8 274 0 e WEE 2 2008 PERMIT CENTEt System Description See Section 1421 for fun description of Simple System qualifications. If Heating/Cooling 6 Copstant vol? or Cooling Only: ❑ Split system? ❑ Air cooled? ❑ Packaged sys? 0 <20,000 Btuh? ❑ Economizer included? If Heating Only ❑ <5000 dm? 0 <70% outside air? CITY OF TUKWILA - BUILDING DIVISION 2008 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Yes* Heating/Cooling . or Cooling Only Reference Section 1421) Reference Section 1423 Yes Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements am applicable to this project. T ec apical Permit Plans MECH -CHK moeMighty= &I. rkmtldrwr Emirs cod. carp cep Fmmt wr,.d Prot' Address t)117Sra4 rte tt, /OQ-4.2) l llq So c •r dT>rz nilww I Date s (, The followin0 intonation Is necessary to uukk a mechanical penult application for compliance with the mechanical requirements 41 the Washington State Noarestdenttal Energy Cede. Applicability (yes no, nla) Code Section 'Component 'Information Required I Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Enjuipment perfornaihce ,, ry A 1411.4 Pkg. elec. htg.6 dg. Llst heat pumps on schedule a/A 1411.1 Mlnhnan efficiency Equipment schedule with type, capacity, efficiency AA* 1411.1 Combustion htg. Indicate fnoamdttent Ignition, flue/draft damper 6 Jacket toss 1412 HVAC controls Ye-s 1412.1 Temperature zones indicate locations on plans yes Alfas. 1412.2 Deadband control indfate 5 degree deadhead minimum n161 1412.3 Humidity control indicate humidlatat 7E7, 1412.4 setback indicate thermostat with night setback end 7 cliff. day types a - V 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage A n a 141242 OpBnwm Start Indicate optimum start controls A/ 1412.6 Heat pump control Indicate microprocessor on thermostat schedule / 1412.8 Combustion Ng. Indicate modulating or staged control r i / 1412.7 Balancing Indicate balancing features on plans n / A 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas X65 1422 Thermostat Interlock Indicate thermostat Interlock on p lain ,, ormE ,SI 1423 Economizers Equipment schedule 44 1413 Air economizers' 1413.1 Eton* Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation ball to 100% capacity at 46 degF db 6 40 deg F wb 1413.2 Water Econo Doc indicate dg load 6 water ammo & dg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413 4 Humidification Indicate direct evap or fog eternization ad air economizer 1414 Ducting systems - 1414.1 Duct sealing indicate sealing necessary HA -3 "(ri 3 1414.2 Duct Insulation Indicate R -value of lnalatlon on duct M-3 1g 47 1415.1 Piping insule8om Indicate R.value ofitsulabon on piping M- 3 /p 1418 Cotyledon Requirements 1418.2.1 Conm issionalg Provide commissioning plan 1418.2.2-9 Sys.Bal & Fu ne.Teat Indicate air and water system balancing 6 functional tasting 14 182.4 Cammlsstodng Indicate OMM manuals, record drawings, staff training 141826 Conn Report Indicate requirements for prelim. & final commisatont ng report . 1434 Separate air aye. indicate separate systems on plans IAA -Z `�E 6 'Mechanical 'Completed and attached. Equipment schedule pment sedule w tt types. Summary Form Inputfouipud, efficiency, afro, hp, economizer SiKVIGt WA I tK HtA I ING ANU HiA I tU I'LlUL.8 (Sections 1444 .. 1440 SarvIce water M6 -ices 1441 Flea wale heater indicate R-10 insulation under tank -3 -lea 1442 ShWM controls Indicate automatic shut-off P - I i 5 1443 Plpe insulation Indicate R -value annotation on piping bt4 -3 A II A 1452 Heat Pump COP . Indicate minimum COP of 4.0 YEA 1452 Heater Efidency Indicate pool heater effictency P- I *4 1463 Pool heater centred Indicate switch and 85 degree control 2008 Washingto State Nonresfdentlal Energv Code Compliance Form June 5, 2008 • Allen Johannessen, Plans Examiner Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Reference: Vitamin World 1119 Southcenter Mall Tukwila, WA 93188 Permit # D08 -272 Dear Mr. Johannessen: Jencen Arch' CORRECTION LTR# - - -�. Architecture Retail Design Registered in 48 States 2850 Euclid Avenue • Cleveland • Ohio 44115 - 246 0 T 216.781.0131 F 216.781.0134 W jencen.coin This letter shall serve, in addition to the revised plans and revision memorandum herewith included, as our formal response to your Review dated May 20, 2008, for the renovation of the above referenced store. For clarity, your original comment is excerpted in part or in whole in italics, with our response following in regular type. Building 1. Full height storefront glazing.... Details have been added to the set for the storefront glazing system; see Sheets #A3 and Ma. Once measurements have been taken, shop drawings and an analysis specifically detailing the installation will be submitted. 2. Fixtures shall not be located within.... The toilet room layout has been revised to comply with ANSI. Please refer to the Architectural sheets in the construction set 3. The floor Plan shows an 18" vertical bar.... A detail has been added to Sheet GN2 detailing the current ANSI and ADA standards to be adhered to. 4. In the General Notes, provide notes to indicate.... RECEIVED This note has been added to Sheets #GN and M. CITY OF TUKWILA 5. Provide a site plan for mall.... ��U� O 9 1008 A site plan and mall key plan have been added to Sheet #CS - 1. 6. Identify the type of construction for perimeter malls.... dEfatiA1T CENTER The wall type schedule and plan have been updated to show the correct wall type at demising walls and where adjacent tenants are located. See Sheet #AL 7: Please provide specifications with details that meet ASCE standards.... Details for the ceiling(s) have been added to a new Sheet, #A2a. Plumbin 1. ns show a 4 inch water.... Jencen Architectu Architecture •i Retail Design Registered in 48 States 2850 Euclid Avenue - Cleveland • Ohio 44115 -2469 T 216.781.0131 F 216.781.0134 W jencen.com The ' -1 plumbing plan has been revised accordingly. 2. Revise plan ., out.... The toilet roo layout has been revised and updated to comply with current ANSI and ADA standards. We trust that these revisions will answer the last of your questions regarding this space, and look forward to an expeditious plan review and issuance of permit. Sincerely, Jencen Architectu IL RUNE Jerome M. Rothenb rgrrTE or +yw pp I Partner /Architect f 4. May 22, 2008 Ken Fahey 3019 Hollinwoll Dr Katy, TX 77450 RE: CORRECTION LETTER #1 Development Application Number D08 -272 Vitamin World —1119 Southcenter Mall Dear Mr. Fahey, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt k iCVA-11(.-- Permit Coordinator encl File No. D08 -272 • city of Tukwila P:\Pemtit Center \Correction Letters\2008\D08 -272 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: May 20, 2008 Project Name: Vitamin World Permit #: D08 -272 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Full height storefront glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges are adjacent to other glazing having no vertical supports, are provided with glazing clips. Please provide an engineered design for the unsupported glass panel edges. (IBC 2403.2 & 2403.3) 2. Fixtures shall not be located within the required water closet clearance. Please revise the bathroom to show the water closet and sink with the required clearances. Provide dimensions to show clear space for the fixtures. (ANSI 1003.11.7.3) 3. The floor plan shows an 18 inch vertical bar as required by the water closet. Please revise ADA compliance sheet to show consistency with the plan. 4. In the General Notes, provide notes to indicate all wood shall be Fire Retardant Treated (FRT) wood. This note shall be consistent with any details indicating wood materials. 5. Provide a site plan for the mall. In that site plan identify the location for this space. 6. Identify type of construction for perimeter walls. Identify corridors and adjacent spaces. Walls adjacent to tenant spaces typically share the return air plenum and shall be provided with a 6 inch clear space at the top of the walls. Mall corridor walls shall be a sealed wall at the top. Verify the location of the required type of wall construction with key notes and details on the plan. 7. Please provide specifications with details that meet ASCE standards for the new suspended ceiling. Identify type of perimeter supporting enclosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: " El P ��] B `�• i g Df�Ti�'fon Public Works Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -272 DATE: 6 -9 -08 PROJECT NAME: VITAMIN WORLD SITE ADDRESS: 1119 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROOTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ ❑ Permit Coordinator ❑ Planning Division DUE DATE: 6-10-08 No further Review Required ❑ DUE DATE: 7 -8 -08 Approved ❑ Approved with Conditions © Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -272 PROJECT NAME: VITAMIN WORLD SITE ADDRESS: 1119 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: i t - 20 -ab Public Works g 'vision i 0 00 1/1;s°1 Fire Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Incomplete Structural Review Required Response to Incomplete Letter # APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: Revision # DATE: 05 -12 -08 ❑ No further Review Required DATE: DATE: After Permit Issued Planning Division Permit Coordinator DUE DATE: 05 -15-08 Not Applicable DUE DATE: 06 -12 -08 L i■■ L�J n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Approved (attach comments) I Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg u Fire ❑ Ping ❑ PW ❑ Staff Initials • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: � 1 r 1 /D 1 Plan Check/Permit Number: e ?2_ ❑ 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: V; - L» n UVOYiaL Project Address: / / / I So et M (? Contact Person: 411.,--,4 Phone Number: gbh - 8dZ - 6,67 Summary of Revision: 4 PL Qn'E. Y' ev i _ mac Ha-c-$4. J-, c - rct _ OW OF Ti IiKW1t.A IJUN 0 9 2008 CE ?tTEP Sheet Number(s): LS i t GN -1 r -z 1 A / A z A24_ A 3 A 3i A4 A5 A, "Cloud" or highlight all areas of re including dale of rev to t ' Received at the City of Tukwila Permit Center by: 12 in Permits Plus on ' - lapplicationslfoms- applications on linetrevision submittal Created: 8 -13 -2004 c May, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Acknowledgement to be signed by the responsible officer of the tenant Tenant improvement permit for Vitamin World, 1119 Southcenter Mall, Tukwila Permit No. A OR- 272 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: • • Title. Tenant Name: Vitamin World ng gC TES ►L4 MAY 3 0 2008 PERma Ca EA 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 / Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 / i v S 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 i 43 Water closet, tank or valve, >1.6 GPF 8 4 lig 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 l �r so 4 L e,-,14,r /hill Property Street Address 7'Le.k ;k City Owner's Name Subdivision Name Subdiv. # 11-) State ZIP Lot # 11 74 11 lam( Building Name L [ T !?L' Lin / e/ 1 11 (if applicable) (11.31___) — 15'3 Owner's one Number (with Area Code) de) ( e rn ) /- 7k— 4 Property Contact Phone Number (with Area Code) Owner's Mailing Address A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Signature of Owner /Representative 1058 (Rev. 9/07) 6 X1S RCE For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # ‘362 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? 0 Yes JNo Was building on Sanitary Sewer? 0 Yes XI No Was Sewer connected before 2/1/90? 0 Yes )lo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes 0 No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: 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) A B 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 roviding 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 •'act deviation will require resubmission of cor - ted data for determi -tion of 2 75 ,:L7S Print Name of Owner /Representative 17? jc >/'p RCE Date White - Kina County Yellow - Local Sewer Aoencv Fink - Sewer Customer 6 Gallons /days MAY 12 2 RCE harge levied will be based on this information and any revised capacity charge. License Information License UNIQUSL924MB Licensee Name Unique Structures LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602844134 Ind. Ins. Account Id 0 Business Type LIMITED LIABILITY COMPANY Address 1 7 Pine Grove Lane Address 2 City REXFORD County OUT OF STATE State NY Zip 12148 Phone 5183710717 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/2/2008 Expiration Date 7/2/2010 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 FIDELITY & DEPOSIT CO OF MD LPM7601583 07/01/2008 Until Cancelled $12,000.00 07/02/2008 Business Owner Information Name Role Effective Date Expiration Date Domski, Tom PARTNER/MEMBER 07/02/2008 Look Up a Contractor, Election or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= UNIQUSL924MB 07/02/2008 Project Design 4 Drawings © 2005 Jensen Architecture Original Prototype Design © 2005 Jencen Architecture JEKICEH A 4 CD L7DT CTEL E H I M DEMON 2830 EUCLID AVENUE CLEVELAND, ONOO 44115 PHONE 218.781.0M FAL 210.781.0136 LO 0) c\I 0 cc 0 z E tE ROMENIERS STATE OF WASHINGTON M co co T W CO U c) ct w w s>E 11VME 011011/110 COVER SKEET C T PROJECT ONFOR IQTOON Southcenter DATE: 5/20/08 RICHARD JENCEN ASSOCIATES WE5 50 tJTl - IC ENTER / ' 1 p } /� 10 �� SO�T MALL cIII /1� /f� Q� TUI W/ILTI, WT{ */f. /i b r o ,r ,,, '! V: , r J " .. . l ✓ - 1,. '� s . n ay 4 � '� c di p r � YF p A /' `ti !k . ' NC, ■ • is.• • c. • 5^�": s1 PIA - . - * F S r i x",.y � 'YwC , k'CwL.( z ), E " ^ , _. »= w�" s �'� �f r ,�'`,att. :, +r' ,1Y. 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' , i ' + k k f� J �� r k' d un r � �p r y G ww , r w F -# T Ik .i�, � u���MryF ,t r�y � - - � f � L �j' �r i' , .. , 4 , � ' � ' ,f'' � � •� � � 1� � � § lEH; x ��W r �� � � �:p f u , �, � 4 ,, ,,I;r v ry � w . � �s � ..,. 6�� .� F s .. �� a �� u y {�� , . IG, at �r7s 1 �'Y.�te q r e �tiY� %"" -c-) TlJKWILA WA 9 188 lP+\ �.A 1119 SOUTHCENTER MALL BY GENERAL NOTES I. G.C. SHALL BECOME ACQUAINTED WITH LANDLORD CONSTRUCTION CRITERIA AND REQUIREMENTS. YYldY �1 Y �y CO c�,11;J 2 ALL MATERIALS AND WO WOW GENERAL CONTRACTOR (GC.) INDICATED OTHERWISE. G.C. Cs C. SHALL VERIFY WIT H MALL MANAGEMENT ANY ITEMS SUPPLIED A TO Y O T1=T'1 PP AND ALL WORK BE PERFORMED B LANDLORD, � ■f DURING SITE VISIT, AND VERIFY DIMENSIONS AND CONDITIONS At SITE. REPORT ANY DISCREPANCIES t0 Permit NO. ARCHITECT, DO NOT SCALE DRAWINGS. SEPARATE PERMIT Ptar reulew epprc is sued to errors al�d ©Li ens. 3, ::: THE STORE AND HNDLING FOR ALL TENANT QED ITEMS AND MATERIALS. R • . EQUJR • r�r1 s w w 5r. EAMIT ' dl �'+Vl� ���i d r �lal OMPLY WITH CwDVEi�IIhL'x CODES, ORDINANCES, RESTRICTIONS AND NATIONAL to the :Cap m ade :: ELECTCAL COE. LAKE ALL NECESSARY SAFETY M DING an eS s hat be IMe chanlcal LDLORD REQUIREMENTS FOR PUBLIC PROTECTION" ( BARRICADES, SIGNS, DUST ND C h t Of ihout prior aPp BARRIERS, ETC.) Of WO �iVi5iOn. Tuk�+►ita Building u b mt tal s �Plumbin .k C rs qulre a fees. ®Y no scale r i,J ° ' ° � - �� I� �y°° qd �`a .` \ � A` 1 3 J � �, ff I� �.. ��� • I ® q C B' F S � � ... 1 `' 1 • �� � . k { t 7—{ v 5 }r ��, r� � , �, a �,�f e �a �, d � t Q y "�� w 1u ? f ' � =� �'kt a i tad �p Yre + �� t �� :17::4_,..., y } � �1 � r L 3 m ti r i c { _ , ,�� Ikr „, , 1 to ,.,,,,„ e '` n r 5 fr it s P� �d 3 i - `. �;�f.��`- "'� ° ' ;:'"' i q � F t� � ' w7.. �. • � t - Ira r. l - �, .• 4 I' a - ' ". 1 w i�a i 6± .•� � r l Ln":W, r� . h �f F +y '-IF � , n SiE ,, i J i ' `rv�� J �� p � � wr .. ].� (( �� �rt �+� - E.. LC J.�j .,�Lr• :: 4. ,1 " ;' �,'✓'' ':. w.r .+S • ,3, v ° r . k Pf� r 1 ,::4 .?t". L4' wC, y f i" 'J '4y, 5 ' F7 � � a V� �` . nn Sty _ y. :'.. •y , ,, 0 4 1 F fi 7 ij : : wMr +wM df -, CC RR..tf 33„ ' g . � 3"+ r.,,, '' ' ' � _ y � 'T � i "e3e f� s � A•' a � . = Y` r Lb4t�1 , C"� d� 'r aa S �kiz� a x ' " " "^' ..' �2� -?: yy • { �Yt ^' � i . , ` { r , j 1' , � 9 _a §SL,fJ C* ' F 4 y . ± , ''-'; t Z Y . ti' fY{�F 3t� • i � F • - � 1 ,_ - . � w � . , 4 , >x f -a 1 • � _ i •¢ /{ p r F � ,� , ! {T ' 4 7 •'�' . *' wS 11T F M -wy f > Ps '�' . �ei . ''g' l 6 � � �.. ,�� ■ k' .' 4• . °� A . i W , 1 �' • �' '�ri.. F r' Y r 'R ti v ' "' f• . f 5:M1I .. t, . - "' p • h "y j ' • f F-m cr t k' 4 ( ° , '�S'vt r ^ a SFr�q,L 4 r mot? r c 9 � s 4. 4 , : � �-,� �w�;�.� �� • f ^3 '' f ' llr Y . -i "' r � • t : - . . I f w... y I � ""'p �G '� k?' a � �r : � h ..4 T(jw .. '.y :. : � �w ; , . � • K fi ,k t .. ' .r ����4� � W; , m E : , -` VITAMIN WORLD Ia re lan 5. TO SECURE ALL PERMITS AND PAY ALL FEES. G.C. TO ARRANGE FOR ALL INSPECTIONS THROUGHOUT pe � $ t 0n swill View Ga Pi mc ERNMENT TO AG -IIEVE CERTIFICATE OF OCCUPANCY -- VERIFY APPLICABILITY OF THIS NOTE WiTH � may J� l\ A A A A A A A A A n A A A A J` KEY PLAN 11SouthcMall Ci of T DLORD REPRESENTATIVE, LANDLORD WAS PROVIDED PER` IT EXPEDITOR BULDING DIVISION Ci pf Tukwila 6. VIDE SUPPLEMENTARY SUPPORT AND /OR FRAMING REQUIRED TO HANG METAL STUDS FROM LANDLORD'S r UCTURE ABOVE" BUILDING DIVISION ® m2 Level I A /. A A A A A A A A A A A ^ A A A A A A A A A A �:ESPONSi iTY SCHED _E PROJECT D iRECTaRY pRAWiNG INDEX scam THE RESPONSIBILITY SCHEDULE IS INTENDED TO BE I l LUS ( r* OR new FOR WORK � AND THE EXECUTED LEASE r S THEIR ENTIRETY. VruSixEI (2101CIN 1 % % % j % % % % / % % O 0 O %/ 0 % % % / ' 0 0•uts,)G1 , o � H � •d % % 0 % % % % % o � 0 % 0 % TENANT: LANDLORD: ARCHITECTURAL MEP BUILDING DEPT. Q FIRM: ENGINEERING FIRM: y Vitamin World Westfield Corporation Jencen Architecture M Retail Engineering, inc. City of Tukwila i- iold:rook, N. II' 11601 Wilshire Blvd. Cleveland, OH Westerville, OW 43081 Building 3 t vl hc enter Blvd. Los Angeles, CA 90025 Suite Tel! (631)2002124 Tel, (SIB) 599 -9501 Tel: (216) -181 -0131 Tel, (614) SIS - Tukwila, 981 Tel, (206) 431 - 88 36"10 Fax, (631)200.6061 Contact, Josh Kimmel Fax: (216) -h8I -0134 Fax: (614) SIS -2337 Contact: Frank Maurlc Contacts Jennifer Buck e DWG * DRAWING NAME DWG w DRAWING NAME CSI COVER SHEET MEG IANICAL M I MECHANICAL PLAN ON 1 C GENERAL_ NOTES 1^'I 2 MECHANICAL DTLS GN 2 ADA COMPLIANCE SHEET M 3 MECHANICAL SPECIFICATIONS ARCHITECTURAL ELECTRICAL . I iwismul s ! . f i.1 As Ins 1 -mine I XIdd11s 11V.LLN11 }- 5 1 linstai A I CONStRUCtION PLAN E I POlU1 =R PLAN .74 1,.. • L • — E 2 LIGI - ITING PLAN Ala CEILING CONNECTION DETAILS E 3 ELECTRICAL SCHEDULE 4 DETAILS MECHANICAL A 3 STOREFRONT ELEVATION 4 SECTIONS l 4 ELECTRICAL SPECIFICATIONS SEE MEPa CONDITIONED AIR �� ■ � DEMISING PARTITIONS O CODE INFORMATION om I wi� ■■ • • ■■ ■■ s MEN, SEE MET% _ ! � X._r r - - - - - - - -_ n%m - ■■ t _ t w _ „, ! : ,�..`_ :� puc uoRK A3a STOREFRONT GLASS D PLUMBING ■ ■ � • • • • • • ■ PAti . O MS, GRILLES T t 5 T 'r PE "X' GYPStt"i BOARD ■ u THiS PROJECT WAS DESIGNED t0 CONFORM TO THE CODES LiSTED BELOW. ALL WORK PEi O T�hIED •rrr► A • " •.►4w�ww•.r i U - A P I PLUMBING PLAN SEE MEP SERVICE DOOR TOILET RIOOiN D4�4USt SEE F'EPs SMOKE =MOTORS AS ANY PORTION OF THiS PROJECT SHALL COMPLY WITH THE CODES A5 LISPED DiYISIDN CODE USED EDITION } A4b PLANOGRAM ::: EE MEP�r INTERIOR T METAL STUDS S • • S T ELE / DATA EQUIPMENT LICENSED ELECTRICIAN ONLY • DOORS, A4d PLANOCsRAM 51-IEEt • •■ % ■ % % / % % % // � % • • LiGNt FIXTURES BUILDING INTERNATIONAL BUILDING CODE 2 MiTI -I WASI- IiNGTON STATE AMENDMENTS MECI-- IANiCAL INTERNATIONAL MECHANiCAL CODE 2006 ELECTCAL NATIONAL ELECTC4L COE 200 G UNIFM PUMING COE 200 e A 4 r. � , T ' • . "� •�. • • • � • ■ STOREI9RONT SYSTEM A 6 SCI- CHEDULES AND DETAILS • • = :=wT F 1 CASHWRAP DETAiLS/BACKWRAP ISOMETRIC PLUMBING WATER METER F 2 WALL UNiT DETAILS r +P�YdIGY td icy . • • SiG,NAGE / GRAPHICS = • • SY sod CANTRAOR • • % APPLIED F QGLMe LoGo 0 • A.. = Acoustic CEILING iLiNG TILE MANUFACTURER AxF. ABOVE FINISH = CJ-1. = ma. = . = NOT TO SCALE EA. • CERAMIC TILE OG. • ON L =NTER EA. • EACH OM. • MALL'S OPERATIONS MGR. EXIST. • DESIGN CONTROL LINE P STANDARD PiN. FINISH OR FINISHED TEN. FR. = FIRE RATED OR RETARDANT T.G.C. TENANT GI=N" CONTRACTOR GYP. BD. • GYPSUM BOARD UN.O. UNLESS NOTED OTHERWISE GG. INTERIOR DIMENSION V .IF. VINYL COMPOSITION TILE iD. GENERAL CONTRACTOR • VIP VERFY IN FIELD L.L. • LANDLORD w/ • WITH MATL. • MATERIAL 0 • PPLICABLE FIRE PION SALES AREA WALL LOGOS ACCESSiBL ITT ANSi ,4 111.1iSABLED ACCESS C UiDEL INES 2006 1d SPNaEIe MANCH LIMO / 01 8 / NUM • • • • NO. PER �G1.riR!`D CODE EXTINGUISHERS CABINET � � IM ♦ ■ \ � \ � • \ — � � \ ♦ � � • • // % � FIRE INTERNATIONAL FiRE CODE 2006 I LuITI --1 WASI-IiNGTON STATE AMENDMENTS • • :::::= /c4arIET % FINISHES CERAMIC TILE R G1RDlit • DEFERRED SUBMITTALS: VINYL TILE MALES AREA) FiRE SPR NKLER MODIFICATION /ADDITION FiRE ALARM PLANS - FIRE ALARM SUBMITTAL SI -IALL COMPLY IUiTN NE CiTY FIRE POLICIES /� RE AND NF1�,� -! �2 • • • • • =L== % r ARCHITECTURAL 51'1~15OL LEGEND • SASE (WOOD SY MADJEK) O CEILING SYSTEM (c). (—INDICATES REFERENCE NOTE I (°-•- -INDICATES KEYED NOTE (--ELEVATION / SECTION NUMBER DOOR NUMBER V—SEE DOOR 0 6CWEDULE ( FIXTURE / IIISHINGS I•1.1•1• OCCUPANCY EGRESS SALES AREA FIXTURES, PANELS 0 • - -- LEASE LINE (—DRAWING NUMBER O n �_m C L USE _ - - / \ MI=LL TIL + b 8 S. 23 P NTS MR'S DESK • 0 METAL STOCK AREA SHELVING • 4 LEVEL DAT UM E- -ELE YATION / NUMBER ��� A10 BUILDING ING C ON StRU GtIONONs 4 ‘44-FULLY SPRINKLERi =O STORAGE/ STOCK: 222 Sr./300 = 300 • I OCCUPANT REQUIRED SEPARATION OF OCCUPANCIES fHOUR81 TOTAL OCCUPANT LOAD, 24 OCCUPANTS TENANT DEMISING: WALLS I HR SALES /STOCK: 0 14R (FULLY SPRINKLI =RED) MAX LENGTH OF EXIT TRAVEL • 250 FT (SPRINKLERED) FLOORS / CEILINGS 0 HR ROOF / CEILINGS 0 HR EGRESS WIDTH FOR DOORS = 0.15 "/PERSON W/ MIN, OPENING OF EXiT DOORS At 32" . Q AREA CA CUL.ATIONS: '- METAL EMPLOYEE LOCKERS • ® � • JANITORIAL CLOSET O DRAWING NUMBER ( PLAN NUMBER L (-- INDICATES REVISION WISER Ek) • SAFE . SECURITY MiRRORB DRAWING NUMBER . . ` -1 AREA SHOW IN DETAIL i A F DE O 4-- COLUMN DESiGNATiON SALES AREA : 618 5F. STORAGE/ STOCK: 222 5F. TOTAL AREA . 900 S F. , _ l 11111 0 ( TA (—CENTERLINE _�_ ■ Project Design 4 Drawings © 2005 Jensen Architecture Original Prototype Design © 2005 Jencen Architecture JEKICEH A 4 CD L7DT CTEL E H I M DEMON 2830 EUCLID AVENUE CLEVELAND, ONOO 44115 PHONE 218.781.0M FAL 210.781.0136 LO 0) c\I 0 cc 0 z E tE ROMENIERS STATE OF WASHINGTON M co co T W CO U c) ct w w s>E 11VME 011011/110 COVER SKEET C T PROJECT ONFOR IQTOON Southcenter DATE: 5/20/08 RICHARD JENCEN ASSOCIATES 01 w 0 0 cn z w 0 z w r 0 rx 0 Lc) CT) N © 0 J Z JEKICEM Ln RC ILO IJ E `CTUR S METAL DEMON 28N EUCLID AVENUE CLEVELAND, 1400 4411 PHONIER �� NIER 2 ©�I311 2 IrAXE L�i118381!t.®134 4 EP W 2 co o W co }' w~ VJ r o 0 Q VI 0 w c 0 T r � N -1 CSC HIE ad HOT ES GENERAL NOT I. 2. 3, 4. 5. 6. 1. 8 ' 5, IL 12. 13. M. 15. 16 E1, 18. 15, 20. 21, 22, 23. THE WORK CONTAINED N THESE CONTRACT DOCLEENIT5 iS TO BE PERFORMED BY TI-1E GENERAL CONTRACTOR AND / OR IT SUBCONTRACTORS WHETHER OR NOT SPECIFICALLY NOTED. FOR CLARIFICATION FURPO,,ES, TENANT, CLIENT AND OWNER ARE THE SAME PARTY. LANDLORD IS TIE PARTY LEASING NE SPACE TO NE TENANT, AND NE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, WILL BE REQUIRED TO HANDLE ALL WORK IN THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW 71.9E NOTES PRIOR TO BIDDING AND TO FAMILIARIZE ALL PERSONS AND SUBCONTRACTORS WORCING ON THIS PROJECT WITH THESE GENERAL NOTES AND NE CONTRACT DOCUMENTS, LANDLORD'S DESIGN CRITERIA AND TWE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. ANY DISCREPANCY SE1WEEN THESE CONTRACT DOCUMENTS AND NE LEASE OR DESIGN CRITERIA INFORMATION 15 TO BE REPORTED TO TENANT'S ARCHITECT FRIOR TO NE START OP ANY LUOR K THE GENERAL CONTRACTOR SHALL BE R1=5PCt48IELE FOR FULLY ACQUAINTING THEMSELVES WITH NE CONTENT AND SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION $WOULD BE GIVEN NE SPECIFICATIONS THROUGHOUT NE SPAN OF THIS PROJECT BY NIS GENERAL CONTRACTOR, SUP1=RvISORS AND SUBCONTRACTORS, AS THE STANDARD ESTABLISHED HEREIN SHALL BE AFFLiED, WIN EMPHASIS TO ALL WORK CHECK "RESPONSIBILITY SCHEDULE" FOR ALLOCATION OF SPECIFIC WORK ALL UIORK iS BY 'TENANTS GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY NE TENANT AND LANDLORD SHALL SE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY NE TENANT AND LANDLORD. TWE GENERAL CONTRACTOR iS REQUIRED 10 CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AT AND TENANT'S PROJECT SITE AND PREMISES AND CONSTRUCTION CT LANDLORD, NT LANDLORD'S REPRESENTATIVE ADISCREPANCIES. PROJECT ARCHITECT OR TENANT'S ONSRUGTION REPRESENTATIVE OF ANY AND ALL DISGREPANGIES, PROJECT GENERAL CONTRAC1OR ALSO REQUIRED 10 LAY OUT STORE AS PER NEW DESIGN} 4 NOTIFY PROJECT ARCHITECT IF ANYTHING DOES NOT LAYOUT PROPERLY OR IF THERE ARE ANY UNFORSEEN OBSTACLES DI COVERED, IF THE GENERAL CONTRACTOR iS REQUIRED 10 INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE CV NIS FROJECT, $UCH BARRICADE 10 MEET NE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING CF SUCH BARRICADE AND ANY $IGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION, ADDITIONALLY, THIS BARRICADE MUST ESE MOvED CUT AS REQUIRED FOR STOREFRONT WORK AND / OR REMOVED At NE END OF THE CONSTRUCTION TIME PERIOD. CI-ECK WITH TWE LANDLORD TO VERIFY IF A BARRICADE WAS PREVIOUSLY BEEN INSTALLED ON THEE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS, IF THi$ IS THE CASE, DO NOT INCLUDE ANY COST FOR 114E ACTUAL BARRICADE BUT DO INCLUDE COST FOR MOYNG SUCH BARRICADES IN AND OUT, ANY OVER SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND / OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. WF$N BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR vISITNG TWE SITE PRIOR TO BIDDING AND VERIFYING EXISTING CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK RE=QUIRED an NOT INCLUDED N THE DOCUMENTS SHALL BE REPORTED 10 NE TENANT OR TENANT'S ARCHITECT IMMEDIATELY. LANDLORD DOES NOT PAY ANY COST FOR JOB CONDITION SITUATIONS, UNLESS $fECIFICALLY NOTED IN NE LEASE. ALL WORK CN THIS F'ROJECI SHALL BE IN ACCORDANCE WITH ALL CODES, SUB -CODES AND BUILDING DEPARTMENT$ AND WEALTH DEPARTMENTS, IF APPLICABLE WAVING JURISDICTION. GENERAL CONTRACTOR 10 LOCAL BUILDING OFFICIALS FOR SPECIFIC REQUIREMENTS FOR NiS USE, TWE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRICTION MEANS, MENODS, TECHNIQUES, SEQUE=NCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WpRIC UNDER NE CONtRAGT, INCLUDING ANY AND ALL 08144 }REQUIREMENTS UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCEi ZING THESE MATTERS. SEE 414 DOCUMENT ,4201 GENERAL CONDITIONS OF 114E CONTRACTOR FOR CONSTRUCTION, LATEST EDITION. THE ARCHITECT SHALL NOt WAVE CONTROL OVER OR CHARGE OF AND SHALL NOT SE i2E5P0H518LE FOR CONSTRUCTIONS MEANS METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY I'tECAUTIONB AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTION WIN THE WORK, SINCE NESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER TWE CONSTRUCTION 5EE QIA POCLMENT 8141 FORM STANDARD FO OF AGREEMENT BETWEEN OWNER AND ARCHITECT, LATEST EDITION ALL PAY FOR AND OBTAIN ALL PERMIT$ REQUIRED TWE GENERAL CONTRACTOR AND 1416 SUBCONTRACTORS SHALL FOR TWE WORK NOTED ON NE FLANS. 11415 INCLUDES COST FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENT AND HEALTH DEPARTiMENt FERMI COSTS, AND PERMIT COSTS FOR FIXTURING SUPPLIED BY TENANT (IF APPLICABLE). ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY NE GENERAL CONTRACTOR OR $t1BCONtRACTOI i MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING 5YS'TE7•I AND LIGHT FIXTURE& COMRACTOR MUST REVIEW ENTIRE SET CF CONTRACT DOCUMENTS FOR CEILING WEIGHTS, GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE) 10 REMOVE OR REPLACE AS REQUIRED ANY AND ALL EXISTING PY,C. PIPNG WITH LOCAL CODE ALLOWABLE MATERIALS 7HRMJGHT LEASED PREMISES. OU TWE GENERAL CONTRACTOR AGREES 114A1 IN TWE PERFORMANCE OF THE WORK CALLED FOR BY 11415 CONTRACT, NEY WILL EMPLOY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF 114E PROJECT, AND AS WiLL BE ACCEPTABLE TO AND WORK iN WAFEICNY WITH ALL OVER CONTRACTORS EMPLOYED ON TWE CONSTRUCTION SITE OR ON ANY OWER BUILDING, STRUCTURE, OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHIGW TWE GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WIN NE LANDLORDS DESIGN CRITERIA GENERAL CONTRACTOR TO OBTAIN A COPY FROM 711E LANDLORDS TENANT COORDNATOR OR MALL OPERATIONS MANAGER AND FAMILIARIZE HIMSELF WITH TIRE REQUIREMENTS WITHIN PRIOR t0 BIDDING THE JOB. iF ANY LANDLORD REQUIREMENTS CONFLICT WITI4 CODES OR ORDNANCES CONTACT THE TENANTS ARCHITECT IMMEDIATELY. GE=NERAL CONTRACTOR TO RETAIN A COPY OF LANDLORD AND BUILDING DEPARTMENT APPROVED PLANS ON SITE AT ALL TIMES. GENERALS CONTRACTOR AGREES 714A1 IN 114E PERFORMANCE CF THE TENANT'S WORK AT THE PREMISES. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT GATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING TWE BUILDING OR INTERFERE WiTH 114E BUSINESS CF LANDLORD. N TEE EVENT OF THE OCCURRENCE= CP ANY WORK STOPPAGE PICKETING. LABOR DISRUPTION OR DISPUTE RESULTING FROM ACTIONS OR CMISSiONS OF GENERAL CONTRACTOR OR SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE, OR THEIR RESPECTIVE £MPLOY£ES,CONTRACTORS OR SUBCONTRACTORS, GENERAL CONTRACTOR SHALL, IMMEDIATELY UPON NOTICE FROM TENANT, CEASE TWE CONDUCT GIVING RISE TO SUCH CONDITION, THIS CLAUSE MUST BE PART CF ALL GENERAL CONTRACTOR / SUBCONTRACTOR AGREEMENTS AND IF SUGW CLAUSE 15 NOT INCLUDED, iT WILL NOT BE RELIEVE TWE GENERAL CONTRACTOR OF NE REQUIREMENTS OF WORK STATED WEREIN, ALL CONTRACTORS SHALL BE BONDED, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST SE CAPABLE OF QUALITY WORKMANSHIP, N HARMONY WITH OTHER CONTRACTORS WORKING ON NE PROJE=CT, TWE TENANT AND TENANT'S ARCHITECT ARE TO BE NOTIFIED IN WRITINT OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND SUPPLIERS WORKING ON 11415 PROJECT. GENE=RAL CONTRACTOR MUST ATTEST THAT HO PRODUCTS CONTAINING ASBESTOS OR HAZARDOUS MATERIAL WERE KNOWINGLY USED IN THIS PROJECT, PRIOR TO COMMENCEMENT OF ANY UIORK, TWE GENERAL CONTRACTOR SHALL CONTACT AND MEET arm LANDLORD'S TENANT COORDINATOR AND TENANT'S PROJECT MANAGEMENT REPRESENTATIVE FOR A P1 CONSTRUCTION MEETING, At WI-ITCH TIME, WE / SHE WILL PRESENT 10 ALL PARTIES A LIST OF NAMES, ADDRESSES, EUSNESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF NE SUBCONTRACTORS FOR NIS PROJECT. TWE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR NFOR"IA71ON FORM) REQUIRED FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. NE CI-ECKLISI FORM INCLUDING SCHEDULE INFORMATION AS WELL AS GEi+ERAL CONTRACTOR AND SUBCONTRACTORS INFORI'14TION IS TO BE SUBMITTED TO THE LANDLORD'S REPRRESENTATIVE UPON ARRIVAL AT TWE JOB SITE. iF THE LANDLORD, LANDLORD'S REPRESENTATIVE OR LANDLORD'S ARCHITECT, TENANT, TENANT'S REPRESENTATIVE OR TENANT'S ARCHITECT DO Not MAKE REPEATED SITE VISITS CONTINUALLY OR AT ALL. THE GENERAL CONTRACTOR IS NOT RELIEVED CF ANY RESPONSIBILITY OR DUTIES INVOLVED IN NIS CONSTRUCTION WORK NE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL CF TI-E REQUIREMENTS OF NE OCCUPATION SAFETY AND WEALTH ACT (OSHA), 140 EXCEPTIONS WILL BE PERMITTED. THE P OvIS CEIS C!: THE LEASE $14 L AFPLY IN TEE AENT O VIOLATION RE JLTN IN 24. 25, 26. 21. 2S, 29 30 31• 3 2 33, 34, . 35MANCE 36, 31 38. 39, 40, 41. 42. 43, 44, 45, 46, 41, 48, 49. 50. EL NO CHANGE ORDERS OR EXTRAS FOR COSTS CAN BE AUTHORIZED UNLESS APPROVED IN WRITING BY NE TENANT. ANY ISSUANCE OF CREDITS TO BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COSTS APPROVED BY THE TENANT'S ARCHITECT AND THE TENANT'S CONSTRUCTION REPRESENTATIVE FOR TIE TEN THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE F'REMiSES, LANDLORD APPROVED CONTRACT DOCUMENTS, BUILDING DEPARTMENT AND HEALTH DEPARTMENT OF APPLICABLE) APPROVED PERMIT DRAWINGS, THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD FOR TIE BUILDING, WHERE BUUILDING EQUIPMENT AND MATERIALS ARE 10 BE LOCATED AND WOW TRICK TRAFFIC iS TO BE ROUTED TO AND FRAM THE BUILDINGS, AN APPROVAL BY THE TENANT WiLL ONLY BE VALID iF IN WRITING AND SIGNED SY TI4E TENANT OR BY TI4E TENANT'S DESIGNATED REPRESENTATIVE FOR SUCH PURPOSE, THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM TENANT'S ARCHITECT ON ALL STRUCTURAL CHANGES DURING TWE COURSE CF NE CONSTRUCTION PHASE OF PROJECT, AS WELL 06.5 VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATIONS FOR MISCELLANEOUS STEEL FOR MECHANICAL SYSTEMS , STEEL FOR MEZZANINES (IF APPLICABLE), DUCTS ETC, NE LANDLORD'S ARCHITECT AND TWE LANDLORD ARE NOT INVOLVED NOR WILL THEY TAKE ANY RESPONSIBILITY FOR TENANT'S STRUCTURE ANY STRUCTURAL WORK ON PROJECT TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT SUPPORTS, HANGING SYSTEMS, CONCRETE SLABS, COSTS, ETC. THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROTECT ALL NEUTRAL PIERS. LANDLORD'S AND ADJACENT TENANT CONSTR ICTION IF ADJACENT TO 114151ENANT'S WORK, AND MAKE ANY AND ALL = REQUIRED REPAIRS TO THE SATISFACTION OF NE LANDLORD AND / OR THE TENANT IF NIS WORK IS DAMAGED. ALL FINISH AND EXPOSED WOOD SHALL BE KILN DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT COATING OR TREATMENT IF REQUIRED BY CODE OR NE LOCAL FIRE MARSHALL. NO WOOD OR COMBUSTIBLE MATERIAL SHALL BE USED ABOVE THE SUSPENDED CEILING UNLESS NONCOMBUSTIBLE LUMBER IS USED AND iS SPECIFICALLY ALLOWED BY APPLICABLE BUILDING CODES, TWE FIRE MARSHALL AND ALL AGENCIES HAVING JURISDICTION. IF FIRE TREATED WOOD IS REQUIRED FOR FIXtURNG ITEMS, 114E GENERAL- CONTRACTOR 15 RESPONSIBLE= FOR EXECUTING THIS WORK AS FER BUILDING OFFICIALS REQUIREMENTS. THE GE NERAL CONTRACTOR SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH THE CONSTRUCTION PHASE, HAND OPERATED FIRE EXTING USHERS, UL. RATED. AS PER LOCAL CODE REQUIREMENTS: PLACEMENT ASAPPROVED BY TENANT AND LOCAL BUILDING CFFiCiAL. ALL CEILINGS, IF REQUIRED, SHALL BE UNDERWRITERS APPROVED AND OF THE NON COMBUSTIBLE TYPE, SEE CEILING SPECIFICATIONS WITHIN THE CONTRACT DOCIA•1EHTS, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL_, OR AS REQUIRED BY LANDLORD, CF TRASH, RUBBISH AND SURPLUS BIBLE FOR DAILY FROM CONSTRUCTION. R REQUIRED THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN NE PERFORMANCE OF TENANT'S WORK SHALL REMOVE AND DISPOSE OF, At L ONCE A WEEK AN D MORE FREQUENTLY AS TENANT MAY DIRECT, ALL DEBRIS AND JBBiSW CAUSED Sr OR RESULTING FROM THE PERFORMANCE CF TENANT'S WORK AND, UPON COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES SURPLUS MATERIALS DEBRIS AND RUBBISH OF WHATEVER KIND REMANIt�s iN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED 13Y THE CONTRACTOR AND SUBCONTRACTORS N NE PEi�O1R'1ANGE OF TENANT'S WORK THIS CCNtRAC1OR MUST MAINTAIN A CLEAR PAN CF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH At ALL TIMES. ALL !REMOVAL OF CONSTRICTION DEBRIS O AN APPROVED DUMPING SITE 10 BE INCLUDED IN TWE EI - CONTRACTOR WORK ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRICTION AND OCCUPANCY. THE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES DURING 114E COURSE COURSE OF GON81RUGtION, EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN TIE PERFORMANCE UTILITY OF TENAN'T'S WORK CONNECTIONS SNAL-L (A) MAKE APPROPRIATE= ARRANGEMENTS WITH OANDOORD FOR TEMPORARY NCLUDING WATER AND ELECTRICITY. AS EM N S WI WINK TI-E BUILDING, WHICH CON1 N$ SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINATED BY LANDLORD, (5) PAY TILE CO5T OF N E CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME, AND (C) PAY ALL UTILITY CHARGES INCURRED At NE PREVAILING RATES OF NE UTILITY COMPANY PROVIDING SUCH SERVICES TO THE BUILDING, DURING THE COURSE CF CONSTRIC710N UP 10 AND INCLUDING TIE DATE OF "TURN OVER" TO THE 1ENAI. IT iS 114E GENERAL CONTRACTOR'S REQUiRREMENT, TN FOUG14 ITS SUBCONTRACTORS, 10 RECONFIGURE AND BRING IN NEW UTILITY SERVICES AS REQUIRED, TO MEET NE NEEDS OF THESE CONTRACT DOCUMENTS. GENERAL CONTRACTOR AN D ALL SUBCONTR4GTOR8 WORKING CN THIS PROJECT ARE RESPONSIBLE FOR CONTAGING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREAS WHERE NE PROJECT IS LOCATED, IN ORDER 10 VERIFY LOCATIONS OF UTILITIES, UNDERGROUND OR OVERHEAD, AND SECURE TWE PROPER PROCEDURES WHILE WORKING ADJACENT TO ABOVE OR NEAR SUCH UTILITIES TO AVOID ANY PROBLEM$ WiTH EXPLOSIONS, DISCONNEC TICN, REMOVALS, ETC. THE GENERAL CONTRACTOR 514ALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE UTILITY COMPANY OF THE NAME, ADDRESS AND PHONE NUMBERS CP 114E TENANT FOR PERMANENT SERVICES. TENANT'S GL. UNLESS ONEFEUISE NOTED SHALL BRIG N ALL ADDiTiCN4L SERVICES APEQU4TE FOR TENANT'S NEEDS AS REQUIRED, NGLUDING, BUT NOT LIMITED 10 ELECTRIC, SPRINKLER SOiL (WASTE), AND DOMESTIC WATER LNES (WHEN APPLICABLE). THE GENERAL CONTRACTOR AND / OR IT'S ELECTRICAL SUBCONTRACTOR SHALL VERIFY EQUIPMENT SPECIFICATIONS AND REQUIREMENT$ WITH NE TENANT OR NE TENANT'S CONSTRUCTION REF ESENTATIVE PRIOR TO START CF CONSTRICTiOON, TH15 CONTRACTOR TO VERIFY AMPERAGE / VOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATIONS) WITH 71E EQUIPMENT SUPPLIERS, AND CHECK TWE CONTRACT DOCUMENT'S FOR MISCALCULATIONS, IN COORDINATION WiTH EC IIFMENT EPECIFIGATI0N5 FOR EQUIPMENT SUPPLIED BY THE TENANT, TI-E CONTRACTORS OR OTI4ER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK 10 ASCERIAN PROPER INSTALLATION OF EQUIPMENT AT NE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE, NO LIGHT FIXTURES ARE TO BE ORDERED UNTIL THIS "DOUBLE CHECK" TAKES PLACE. NE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR iS t0 FURR+EI.1 AND INSTALL EMERGENCY AND EXIT LIGHTING, AS REQUIRED BY LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER TWE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE "RESPONSIBILITY SCHEDULE" THE EXIT / EMERGENCY LIGHTING SHOULD BE FROPERL.Y LABELED AND APPROVED TYPE LOCKOUTS INSTALLED. ALL PLUMBING AND ELECTRICAL ROUGW-N TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO TI4E DEMISED PREMISES TO BE EXTENDED TO NE POINT OF NEW PANELS BY NE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY TWAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND Al THE SiZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE -BID }REVIEW OF PREMISES. IF NE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON TWE CONTRACT DOCUMENTS OR CFA SIZE LARGER OR SMALLER 714,414 NOTED, THIS CONTRACTOR 15 t0 MODE 114E SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND / OR NEW COPPER SERVICE WIC E= XTENDINCs BACK t0 LANDLORD'S ELECTRICAL /METER ROOM SERVICE PONT, END INCLUDE SUCH COST N NE BID TO T14E TENANT, TWE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WTW PROPER PHASING AND BALANCING, UJNiCW 1510 CONFORR1 O TIE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CAPE. THE (SIGN'S) JUNCTION BOX PERMIT 15 10 BE NCLUDED IN THE WORK FOR TI4E ELECTRICAL SUBCONTRACTOR AND 114! BOX 15 TO BE 5UPPLIED BY 11415 CONTRACTOR AND PROPERLY LABELED. THE GENERAL CONTRACTOR OR THE FIXTURE CONTRACTORS, NOSE CONTRACTORS PAID BY TI-E G.C. BASED ON NE SPECIFIC CONTRACTOR SUPPLYING NE MILLWORK OR FIXTURE, 15 TO PROVIDE 51401E DRAWINGS OF ALL MILLWORK AND FIXTURE, PRIOR TO START OF CONSTRUCTION, FOR APPROVAL BY TI4E TENANTS ARCHITECT. IT iS NOT THE TENANT'S ARCH ECT'S RESPONSIBILITY TO FOLLOW UP ON NESE OR ANY 011-ER REQUIRED 51101EDRAWNGS GENERAL CONTRACTOR WILL PERFORM ALL LEASEHOLD IMPROVEMENTS AND FURRNI54 AND INSTALL ALL FIXTURES, UTILIZING G SPECIFIED FIXTURE CONTRACTORS, IF NOTED, THE GENERAL CONTRACTOR SHALL SUPPLY ALL NECESSARY GROUNDS FOR ALL MILLWORK AND FIXTURE& FITTINGS AND E=QUIPMENT AS REQUIRED. CONTACT FIXTURES CONTRACTOR FOR SPECIFICS. ALL EQUIPMENT, MILLWORK AND FIXTURE$ SUPPLIED BY THE TENANT 70 BE UNLOADED, ASSEMBLED AND INSTALLED BY NE GENERAL CONTRACTOR THE PROPER RECEIPT OF ALL NEW MATERIALS AND tS E EQR4CT0 (IF 5 SITE IS T R ESPONSIBILITY CURE AND SAFE STORAGE OF L THE GENERAL NEW AND E R AND / ITS TRE THE) WI SE LL BE PROVIDED BY 114E AL EX XISTZING ING MATE AND E QUIFMENT 3 =NT T TO REMAIN MAIN ((I F f IF ANYy) WILL A GENERAL CONTRACTOR, GENE=RAL CONTRACTOR TO IMMEDIATELY ADVISE TENANT'S REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT WHETHER SUPPLIED BY TENANT OR DIRECTLY BY CONTRACTOR OR iT'S SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAFERWORK AND ARRANGE INSPECTIONS OF DAMAGED GOODS A5 PER TENANT CONSTRICTION DEPT. REQUIREMENTS. NOTIFY TENANT, OR TENANT'S REPRESENTATIVE OF ANY POSSIBLE DELAY'S, NCCMPLE1E ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF NE SUPPLIER AND 114E ARCHITECT, SUBMIT CONFIRMATION OF ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE 10 TENANT'S ARCHITECT. ANY EXISTING HOLLOW METAL OR WOOD DOORS AND FRAMES THAT ARE 10 REMAIN SHALL 5E P4TCWED, REPAIRED AND SANDED SMOON TO RECEIVE NEW PAINT FINISH AS $HOWN ON FINUSW SCHEDULE, GENERAL G0N1RQGtOR t0 RECEIVE, UNLOAD, SET AND INSTALL SAFE INTO BACKWRAP A$ PER MANUFACTURERS NSTRICTIONS. COORDNATE LOCATION OF 114E SAFE WINN 114E CA511aRAP WIN TWE TENANTS FIELD REP. G EXISTING F REiCABLE, MAIN MD NEW BUILDING ENTRY GL AND DOOR S, AND INTERIOR RD 52, 53. 54, 55, 56, 51, 58. SS 60, 61. 62, 63. 64. 65 66. 61. 68. 69. ALL CONCRETE FLOOR SLABS AND / OR FILLING IN OF DEPRESSED FLOOR AREAS LEVEL WIN CONCRETE OR OTHER APPROVED FINISHES WILL BE COMPLETED BY NE GENERAL CONTRACTOR NE GENERAL CONTRACTOR TO INCLUDE MISCELLANEOUS STEEL FRAMING MID METAL DECK (IF APPLICABLE) AND CONCRETE INSTALLATION, ALL FLOOR SLAB PENETRATIONS SHALL WAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4" AFF. AND MUST BE INSTALLED FER LANDLORD CRITERIA, CONCRETE SLABS MAY ONLY BE CORE DRILLED / SAW CUT, IF CONTRACTOR IS REQUIRED TO PENETRATE SUCH SLAB ABOVE, BELOW OR ADJACENT TO TENANT'S SPACE± COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING / SAWCUTTING. IF TWiS I5 A STRUCTURAL SLAB THEN ANY AND ALL PENETRATIONS THROUCxW SLAB MUST BE COORDINATED W1714 NE LANDLORD'S REPRESENTATIVE PRIOR TO STARTING WORK GENERAL GoNTRAGtOR AND / OR iT'S PLUMBING / ELECTRICAL SUBCONTRACTOR WITI4 LANDLORD'S PRIOR WRITTEN APPROVAL, TO CORE DRILL / SAW CUT, (WHICWEvER IS APPLICABLE) CGWCRETE SLAB. IF SAW CU1tNG OCCURS, INSTALL UNDER SLAB PLUMBING WASTE PIPING / ELECTRICAL CONDUIT. FURNISH AND NSTAL L NEW CONCRETE SLAB N EXCAVATED AREA TO MATCH EXISTING ADJACENT SLAB N TWIOKNE55, $TRESS AND $TRENGTH. PiN BON EXISTING SIDES TO NEW SLAB WITH 1/2" DIAMETER STEEL RODS 12" O.C, STAGGERED, ALL THE FLOOR FINISHES, WTWN NE F'REMISES, OR AT TIE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR FNISHES (AT ENTRY OR REAR DOOR IF APPLICABLE) ARE 10 BE 9100114 AND LEVEL TO AVOID TRIPPING HAZARDS AND EE WININ THE REQUIREMENTS OF BARRIER FREE DEIGN, IF ANY EXPANSION JOINT COVER 15 REQUIRED, SUCH COVER IS TO BE LEVEL AND SMOON WITH TENANTS FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE 5UCH FLOOR FNISH ELEVATION, IF THE EXISTING SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR 16 REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING NROUGHOJT 10 0614R4 A $100114 AND LEVEL CONCRETE SLAB. SHOULD AN EXPANSION JOINT OCCUR IN 114E LEASED PREMISES, GENERAL CONTRACTOR IS RESPONSIBLE AND INSTALLING A LEVEL SLAB 10, 11. 12. 13, 14. 15. 16, 11, 18. 19, g0, 81 82, 83. / I \ CL BODILY INJURY, PER OCCURRENCE FOR PERSONAL INJURY AND / OR $2000,000.00 C2. PROPERTY DAMAGE LIABILITY I5OID 00.00. TENANT'S BUILDERS RISK INSURANCE COMPLETED VALUE BUILDERS RISK MATERIAL DAMAGE INSURANCE COVERAGE: TENANT SHALL PROVIDE FOR TENANT AND "ALL PHYSICAL LOSS" BUILDERS RISK INSURANCE POLICY ON THE WORK TO BE PEFFORMED FOR TENANT IN TI-E LEASED PREMISES AS iT RELATES TO THE BUILDING WITHIN WHICH THE RELEASED PREMISES ARE LOCATED, NE POLICY SHALL INCLUDE AS INSURED, TENANT, THE LANDLORD, THE GENNERAL CONTRACTOR AS THEIR INTEREST MAY APPEAR NE AMOUNT OF INSURANCE TO BE PROVIDED SHALL BE Om OF NE REPLACEMENT COSTS. NE GENERAL CONTRACTOR IS REQUIRED 10 LIST ALL ADDITIONAL INSURED AS PER LANDLORD'S CRITERIA IN ADDITION TO TENANT'S ARCHITECT AND TENANT'S PROJECT MANAGEMENT COMPANY (IF APPLICABLE). INSURANCE REQUIREMENTS NOT OBTAINED BY THE GENERAL CONTRACTOR AS NOTED IN THE CONTRACT DOCUMENTS AND IN THESE SPECIFICATIONS, WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE RESPONSIBILITY OR LIABILITY FOR 11416 PROJECT, A COPY OF ALL INSURANCE PAFERS TO BE SENT 10 714E TENANT'S PROJECT MANAGEMENT COMPANY, NOT FOR REVIEW BUT FOR RECORD PURPOSES ONLY, 714E GENERAL CONTRACTOR, TO 71E FULLEST EXTENT PEiRMITTED BY LAW, IS 10 INDEMNIFY, HOLD HARMLESS, AND DEFEND 114E ARCHITECT / ENGNEER, IT'S CONSULTANT, AND NE EMPLOYEES AND AGENTS OF ANY CF THEM FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, DEMANDS LIABILITIES, LOSSES, DAMAGES, AND COST ( "LOSSES "), INCLUDING BUT Not LIMITED 10 COST OF DEMINSE, ARISING IN WHOLE OR IN PART OJT OF TWE NEGLIGENCE OF NE CONTRACTOR, ITS SUBCONTRACTORS, 711E OFFICERS, EMPLOYEES AGENTS AND SUBCONTRACTORS OF ANY CF THEM, OR ANYONE FOR WHOSE ACTS ANY OF TEEM MAY BE LIABLE, REGARDLESS Of WHETHER OR NOT SUCH LOSSES ARE CAUSED IN PART BY A NG OUT INDEMNIFIED OR APPROVAL THEREUNDER CFfC4LLY EXCLUDED XCL OP INIONS, REPORTS, SURVEYS CHANGE OF U> THE PREPARATION ORDERS, DESIGNS OR SPECIFICATIONS. C3. NE GIVING OF OR FAILURE TO GIVE DIRECTIONS BY TI4E ARCHITECT/ ENGINEER IT'S CONSULTANTS, AND NE AGENTS AND EMPLOYEES OF ANY OF THEM, PROVIDED SUCH GIVING OR FAILURE O GIVE 16 NE PRIMARY CAUSE CF LOSS, THE GENERAL CONTRACTOR I$ 10 NAME TWE ARCHITECT / ENGINEER ITS AGENT AND CONSULTANTS ON THE CONTRACTOR'S POLICY OR POLICIES OF COMPREHENSIVE OR COMMERCIAL GENERAL LIABILITY INSURANCE SUCH INSURANCE SHALL INCLUDE PRODUCTS AND COMPLETED OPERATIONS AND CONTRACTUAL LIABILITY COVERAGE, SHALL BE PRIMARY AND NONCONTRIBUTING WITH ANY NSURANCE MAINTAINED BY NE ARCHITECT / ENGINEER OR ITS AGENTS AND CONSULTANTS, AND SHALL PROVIDE 114A1 THE ARCHITECT / ENGNEER BE GIVEN THIRTY DAYS, UNQUALIFIED WRITTEN NOTICE FRIOR TO ANY CANCELLATION, IF TI-E FOREGOING REQUIREMENTS ARE NOT MET BY TWE GENERAL CONTRACTOR THAT GENERAL CONTRACTOR REMAINS OBLIGATED TO NDEMMNFY AND HOLD HARMLESS THE ARCHITECT / ENGINEER IT'S CONSULTANTS, EMPLOYEES, AGENTS AND ALL OTHER STATED INSURED, FROM AND AGAINST ANY AND ALL LOSSES WHICH WOULD WAVE BEEN INDEMNIFIED AND INSURED AGAINST EY THE CONTRACTOR, BUT WERE NOT. IF 1l-ERE iS A RE=AR DOOR EXIT NE GENERAL CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL AN APPROVED AUDIBLE TYPE PANIC BAR ASSEMBLY FOR REAR EXiT DOOR(S). PAINT OUTSIDE OF DOOR AS PER LANDLORD'S REQUIREMENt5 (UNLESS WORK IS PREVIOUSLY COMPLETED BY LANDLORD) AND GENERAL CONTRACTOR WILL PLACE TENANT'S NAME IN TYPE, SiZE AND LOCATION ON OUTSIDE OF DOOR AS PER COSTS IN BIDOT0 REPAIR OR REPL.ACEi`1ENT, GENERAL CONTRACTOR O COMPLETE SUCH WORK, N AN D INCLUDE UDE 15 ALL PAYMENTS MADE TO GENERAL CONTRACTOR FOR 11415 PROJECT ARE 10 BE ALLOCATED FOR NIS PROJECT ONLY. FOR PAYMENTS 10 SUSC0HTR4CT0RS, MATERIAL SUPPL.IE =RS AND AGENTS AUTHORIZED BY THE SPECIFIC CONTRACTOR 10 PERFORM WORK OR SUPPLY MATERIALS 10 NIS PROJECT ONLY, PAYME=NTS 10 GENERAL CONTRACTOR BY TENANT, UNLESS CONTRACT STATES OTHERWISE, TWE GENERAL CONTRACTOR MUST PURCHASE ALL MATERIALS FROM SPECIFIED VENDORS, AND MUST DOCUMENT ALL PURCHASES FOR WIHiGW 4 PAYMENT BY TENANTS IS MADE. NE GENERAL CONTRACTOR IS REQUIRED TO SUBMIT PARTIAL WAIVERS OF LIENS FOR IT'S WORK AS DELL A5 SUBCONTRACTORS OR MATERIAL SUPPLIERS, UPON THE REQUEST OF 11-E TENANT OR NE TENANT'S _ F _ _ QRGWI TE=Ct AND THE REQUEST FOR NE FINAL 10% RETENTION ON THIS PROJECT MUST INCLUDE $IGNE " ANI I T ED�R EXECUTED WAIVERS OF LIEN NDiCATIiN2 100% COMPLETIO AND 100 `% PAYME NT IN RILL (WITH PULL }"{�® CD DE WARRANTY) BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, NCLUDING COMPLETION OF ALL E E COMPLIANCE LIST ITEMS. APPROVED AT NEEDS TO EE COMPLETED BY E GENERAL CONTRACTOR BELOW OR ABOVE 114E ALL WORK N 111 PREMISES MAY HAvE TO BE DONE 114 OTHER TENANT'S DEMISED PREMISES AND SUCH WORK NEEDS TO BE JUN 1 3 2008 DONE INCOORDINATION WIN THE TENANT'S BELOW, OR ABOVE, INGLUDINCs ANY OVERTIME WORK OR P" YMENT FOR SECURITY 114.41 MAY BE NECESSARY. TWE G05t FOR 11415 WORK, NGOUDNG OVERTIME MUST BE INCOi RATED IN 114E BASE BID TO NE TENANT. NE GENERAL CONTRACTOR 10 INCLUDE IN i15 B E ALL COSTS IN COMPLETING BELOW SLAB WASTE PIPING, OVERHEAD DOMESTIC WATER LINES, VENT L Deity ®f Tukwila f'ENE7R4TICN5 NROJGW ROOF A5 WELL A5 ALL SECURITY COST$, REPAIRS t0 WALLS, GLE= ACING, FL � ®��� p s� ®� TE7NANt'S SPACE, LANDLORD'S SPACE OR ADJOINING 7E N4NT'S SPACE. ®lJl �7 t� TIE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED ON THE BEST INFORMATION AVAILABLE TO TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS. IN THE EVENT THAT THE PROBLEMS ARISE CERNG THE COURSE OF THE PROJECT, DUE TO UNONOWN SITE CONDITIONS OR CODE AND LANDLO JIREF1 4TS (IF ANY) THAT CONFLICT WITH THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL INFORM NE TENANT'S ARCHITECT IMMEDIATELY. ANY CHANGES THAT WILL SE REQUIRED, WILL BE DELiNEeATED BY TENANT ARCHITECT. TI-E GENERAL CONTRACTOR iS REQUIRED TO ADHERE TO ALL NEW REQUIREMENTS, WHETHER STATED OR NOT ON THESE CONTRACT DOCUMENTS, FOR THE LATEST A D & LAW EFFECTIVE JANJARY 26,1992, NIS LAW 15 A CIVIL RIGHTS LAW AND TI$ EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALS DOES NOT RELIEVE THE TENANT OR THE GENERAL CONTRACTOR OF ADWERiNG 10 114E NECESSARY WORK, EiIWER DURING CONSTRUCTION OR AFTER OCCUPANCY. QUALITY STANDARDS ALL SUCH WORK SHALL BE PERFORMED IN A FIRST -CLASS WORI(71ANLIKE MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT NE DATE OF COMPLETION THEREOF, GENERAL CONTRACTOR SHALL REQUIRE ANY FERSON PEiRFORMING ANY SUCH WORK TO GUARANTEE TWE SAME TO BE FREE FROM ANY AND ALL DEFECTS N WORKMANSHIP AND MATERIALS FOR ONE (I) YEAR FROM THE DATE OF ISSUANCE OF NE CERTIFICATE OF OCCUPANCY. TENANT SHALL ALSO REQUIRE ANY SUCH PERSON TO SE RESPONSIBLE FOR TWE REPLACEMENT OR REPAIR WITHOUT ADDITIONAL. CI—LARGE, OF ANY AND ALL WORK DONE OR RJ 4ISWED BY OR THROUGH SUCH PERSON, WHICH SHALL BECOME DEFECTIVE WITHN ONE (I) YEAR AFTER COMPLETION OF TI-E WORK NE CORRECTION OF SUCH WORK SHALL INCLUDE WINOUT ADDITIONAL CHARGE ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL-, REPLACEMENT OR REPAIR CF ANY PART OF NE WORK WATCH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP 04 OR WIN RESPECT 10 TENANT'S WORK SHALL BE CONTAINED IN NE CONTRACT OR SUBCONTRACT WWIGW SHALL INSURE TO NE BENEFIT OF B0E4 LANDLORD AND TENANT, AS TIIR RESPECTIVE INTEREST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER GENERAL CONTRACTOR TO HAVE NTS CLAUSE IN EVERY SUBCONTRACTOR AGREEMENT FOR NE PROJECT AND IF SUCH CLAUSE IS N01* INCLUDED, IT WILL NOT RELIEVE TWE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. TENANT'S WORK SHALL BE COORDINATED WITI4 11441 OF LANDLORD AND OVER TENANTS 114 NE BUILDING TO SUCH EXTENT 71441 TENANT'S WORK WILL NOT INTERFERE WiN OR DELAY COMPLETION CF OTI4ER CONSTRICTION WORK IN NE BUILDING. CONTRACTOR 1510 VERIFY N41 11415 SPACE IS ASBESTOS FREE. NO ASBESTOS WORK ISO BE COMPLETED 11415 CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS 15 0 FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT, INCLUDING FURNISHING WEIGHT EXPANSION JOINT COVER NCLUDiNG FLOOR WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY Of ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WIN ACCEPTABLE CONSTRUCTION DESIGNFRACTICES. ANY SCAFFOLDINGS, SAFETY RAILINGS, BARRICADES AND / OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE RIRNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART OF THE BASE BiD. PROTECTION OF WORK IN PLACE - WORK IN PLACE THAT iS SUBJECT TO INJURY BECAUSE OF OPERATIONS BENG CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE P'RO'TECTION, ALL FORMS CF PROTECTION WALL BE CONSTRUCTED IN A MANNER 1511C14 TWAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIWRE±P TO THE MINER IN PROPER WHOLE, AND UNBLEMISHED CONDITION. ALL SUCH WORK SHALL BE COORDINATED WiTW TWE TENANT'S REPRESENTATIVE. THE TENANT'S ARCHITECT iS NOT RESPONSIBLE FOR JOB SiTE SAFETY OR EXISTING CCNDITIONS At 114E JOB SITE AND $NCE ALL WORK IS BY GENERAL CONTRACTOR FOR 114E TENANT "FIT -CUT ", NEIR REPRESENTATIVES WILL BE REQUIRED 10 DO ALL SUPER/ISICN, OBSERVATIONS AND JOB SITE SAFETY. THE STRUCTURAL SYSTEM OF NE BUILDING WAS BEEN DESIGNED TO CARRY A MQXIMLM LIVE LOAD AS SPECIFIED N NE LANDLORD'S CRITERIA, AND TI4E LANDLORD'S OR TENANT'S GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTOR AND / OR ANY AND ALL MATERIAL SUPPLY HANDLERS NOT TO IMPOSE ANY SUCH SPECIFIED ANY OP LOAD. 7HE TENANT'S WORK ON A TEMPORARY OR PERMANENT BQ$I$ WHICH CAN EXCEED ANY AL_tER,4tIONS DRILLING, WELDING OR OTI4ER Att,ACWh1EtNt OR REINFORCEMENTS t0 LANDLORD'S STRICTURE 10 ACCOMMODATE TENANT'S WORK( SHALL NOT EE PERFORMED WITHOUT, N EACH INSTANCE, GENERAL CONTRACTOR OS14IN G LANDLORD'S FRIOR WRITTEN APPROVAL, AND NIS GONTRAGtOR SHALL LEAVE LANDLORD'S STRUCTURE AS 51RO4 AS OR STRONGER TWAIN, TWE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. ONLY UTILIZE LANDLORD'S DESIGNATED ROOFING CONTRACTOR FOR ALL ROOF PENET 41Ic N$, PLASHING AND COUNTER FOASWNG. SPRINKLER SYSTEM DEIGN AND / OR LAYOUT MODIFICATION, (IF APPLICABLE) TO BE PROVIDED BY THE DESIGNATED SPRINKLER SUBCON7RAGTOR AND ALL SUBMISSIONS 10 TEE FIRE MARSHALL AND BUILDING INSPECTOR FOR 714E NECESSARY APPROVAL ARE THE RESPONSIBILITY OF TWE SPRINKLER SUBCONTRACTOR GENERAL CONTRACTOR 10 VERIFY WTW TI-E LANDLORD OR LANDLORD'S CRITERIA IF SPRNKLER CONTRACTOR IS t0 BE LANDLORDS APPROVED OR DESIGNATED CCtNTRACtOR SPRINKLER HEAD SPACING TO CCIFORM WIN 114E LATEST NPPA STANDARDS (PAMPHLET 13) AND ALL CODES HAVING JURISDiCTION, SPRINKLER HEAD BRANCH LNES, DROPS AND HEADS ARE TWE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR AND NE 114E DESIGN MUST BE BASED ON FLOOR LAYOUT AND REFLECTED CEILING PLANS. . APPROVALS BY LANDLORD. LANDLORD'S NSURANCE UNDERWRITER AND E BUILDNG INSPECTOR AND FIRE MARSHALL WILL BE REQUIRED, CONTRACTOR IS 10 FalR<NISN AND INSTALL ANY /ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION SYSTEM& INCLUDNG ANY 1 ALL PARTS AND LABOR (OR MODIFY EXISTING AS REQUIRED), 10 MEET LOCAL CODES LANDLORD REQUIREMENTS AND FIRE MARSHAL. $FEGIFICA71ON5, WHETHER SUCH WORK t5 OR 15 NOT SHO L N N THE CONSTRUCTION DOCUMENTS. IF A SMOKE EVACUATION AND / OR DETECTION SYSTEM OCCURS FOR THIS SPACE, IT SHALL BE LEER INTACT DURNG CONSTRUCTION AND ANY NEW WORK, MODfFFCATION AND REWIRING TO BE COMPLETED DURING CONSTRUCTION PHASE 10 PONT CF NEW PANELS, IF SMOKE DETECTORS ARE REQUIRED O BE WARD WIRED 10 LANDLORD FIRE ALARM SYSTEM, THEY ARE TO BE PER LANDLORD'S SYSTEM. CONTRACTOR TO CONTACT LANDLORD OR APPROVED AGENTS FOR PURCHASE AND INSTALLATION O' DETECTORS AT G.G. EXPENSE G.C. AND / OR IT'S FIRE ALARM SUBCONTRACTOR TO CONTACT LANDLORD FOR FINAL PONT OF CONUECTiCN TO LANDLORD'S FIRE ALARM JUNCTION BOX AND PERFORi`i WORK AT CONTRACTOR'S EXPENSE. TWE GENERAL CONTRACTOR WILL RJR4ISW AND INSTALL A COMPLETE MECHANICAL SYSTEM TO INCLUDE EXIT NOT BE LIMITED TO MECHANICAL EQUIPMENT, INSTALLED AND MOUNTED W1714 DISCONNECT AND WIRING, HANGERS AND DUNNAGE FOR SAME (INCLUDING THE HIRING OF A LOCAL STRUCTURAL ENGINEER TO DESIGN SUCH DUNNAGE WANDERS), DUCTWORK, COLLARS, DIFFUSERS, REGISTERS, CONTROLS, TIME CLOCKS, ETC., U 4ETHER OR NOT SUCH WORK 15 OR IS NOT SHOWN OR DELINEATED IN THE CONTRACT DOCUMENT$, GENERAL CONTRACTOR'S MECHANICAL CONTRACTOR'S) ARE REQUIRED 10 COORDINATE WIN ALL OTHER CONTRACTORS ON JOB TO MANTAN TENANT'S CEILING HEIGHT, LIGHT FIXTURE LOCATION, SPRINKLER BRANCH LINES, ETC. TI4E GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL TOILET ACCESSORIES, AS WELL AS TI-E NEW TOILET R01(5), DRINCING FOUNTAIN AND SERVICE SiNRC IF APPLICABLE, IN NESE PREMISES UNLESS NOTED OTHERWISE OR EXISTING. TOILET ACCESSORY AND FIXTURE MOUNTIE* HEIGHTS TO BE THE 14Ei014T NOTED ON THE LATEST AD.& / CA50 / ANSi REGULATIONS AS REWIRED BY LOCAL BUILDNG AGE=NCIES AND PLUMBING CODES. THE GENERAL CONTRACTOR 10 FURNISH AND INSTALL NEW TOILET EXHAUST WiT I ASSOCIATED DUCTWORK, ROOF PENETRATION& OR 1400K UP TO COMMON EXHAUST DUCT WITH BACK DRAFT DAMPER ETC., INCLUDING ASSOCIATED ELECTRICAL HOOKUP AND PANEL CONNECTIONS, OR RENJREISH EXISTING LIG 4T / FAN UNiT(S)10 LIKE NEW CONDITION, (WHERE NOTED ON NE PLANS), WHETHER SUCH WORK i5 SHOU,N OR NOT SHO.t4 N 114E CONSTRUCTION DOCUMENTS, TWE TOILET ROOM 15 CF THE ADA AND / OR CABO / ANSI TYPE AND ALL PLUMBING FIXTURES AND TOILET ACCESSORIES ARE TO BE FURNISHED AND WALLED BY THE GENERAL CONTRACTOR, BUT WIN SPECIFICATIONS AND MOUNTING HEIGHTS WANDICAFFED ACCESSIBLE, UTILIZING ABOVE SPECIFIC4TiOtNS ONLY AS A GUIDELINE. PROVIDE SOLID WOOD BLOCKING WHEREVER COUNTERTOPS, GRAB BARS, TOILET PARTITIONS AND OiLET FIXTURES ARE MOUM'EDTO METAL STUD AND GYP, ED, PARTITIONS, TWE GENERAL CONTRACTOR SHALL COORDINATE WiN THE MECHANICAL SUBCONTRACTOR AND ENGINEER TO INSTALL ALL NECESSARY MISC. STRUCTURAL STEEL SHAPES. SHAPES TO BE INSTALLED WHERE DIRECTED BY THE LANDLORD'S REPRESENTATIVE FOR ADDITIONAL MECHANICAL UNIT ROOFTOP SUPPORT AND NE SUPPORT OF INTERIOR MECHANICAL EQUIPMENT, DUCTWORK, COLLARS, DIFFUSERS, REGISTERS, EXIL4USTS, FANS. ETC. AOL GYPSUM BOARD TO BE APPLIED VERTICALLY Ohl WALLS UNLESS OTHERWISE NOTED. ALL GYPSUM WALLBOARD O EE FiRE RESISTANT AND NONCOMBUSTIBLE AS SPECIFIED BY LOCAL CODES. ANY EXISTING WALLS DESIGNATED TO BE FIRE RATED U>FIICH ARE NOT TIGHT TO DECK ABOVE OR WITH OPENINGS WITHIN AREA OF WORK SHALL BE BROUGHT TIGHT 10 DECK ABOVE AND HAVE OPENINGS COMPLETELY FILLED IN. ALL GYPSUM BOARD TO BE SPACKLED THREE (3) COATS, SANDED AND READY 10 RECEIVE PAINT OR WALL COVERNG. ALL EXISTING GYPSUM BOARD TO EE REPAIRED TO "LIKE NEW CONDITION, ALL DOORS, METAL BUCKS, TRIMMED OPENINGS AND HARDWARE NCLUDING LOCKS, 10 BE PROVIDED BY TWE GENERAL CONTRACTOR UNLESS 011-1ERUISE NOTED, ALL SWITCH / OUTLET PLATES / COVERS t0 BE FINISHED IN SAME COLOR / WALL COVERitG AS ADJACENT WALL FINISHES, UNLESS NOTED OTHERWISE. FACTORY PANTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETC), ACCESSORIES, S AND OUTLET PLATES, ETC, ARE TO BE PAINTED TO MATCH ADJACENT SURFACE IN AN ENAMEL, CLEANABLE FINISH, OR AS SPECIFIED ON THE CONTRACT DOCUMENTS. NE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS FOR OTHER TRADES, SUCH AS MECHANICAL, SPRINKLER PLUMBING, ELECTRICAL, FIXTURE CONTRACTOR THROUGH PARTITIONS MD STRUCTURAL WALLS. ALL PENETRATIONS TWROUGW RATED WALLS, WIN DUCTS OR PIPING, TO EE FILLED AT OPENING WIN "FIRE STOPPING" MATERIALS TO MAINTAIN TWE INTEGRITY OF 714E SPECIFIED RATING TO TI4E GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO FURNISH N E FOLLOWING MINIMUM AN COVERAGE MD LIMITS OF LIABILITY. iF TENANT'S REQUIREMENTS ARE MORE STRINGENT, GENERAL CONTRACTOR IS REQUIRED 10 ADHERE TO NE MOST STRINGENT REQUIREMENTS. A. WORE -IAN'S COMPENSATION, AS REWIRED BY STATE LAW, AND INCLUDING EMPLOYER'S LIABILITY INSURANCE WITI4 A LIMIT CF NOT LESS NAN $2000,000 AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS OR 071-ER STATUTES APPLICABLE 1.1),-ERE TWE WORK IS TO BE PERFORMED AS WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY UNDER 114E AFOREMENTIONED ACTS. B. CCMPRi=WENSIVE GENERAL LIABILITY INSURANCE (INCLUDING CONTRACTOR'S PROTECTIVE LIABILITY) N AN AMOUNT NOT LESS NAN i 2000,000 FOR ANY CNE OCCURRENCE WWENER NvOLvING BODILY INJURY LIABILITY (OR DEATH RESULTING THEREFROM) OR PROPERTY DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE LIMIT OF $ 2000000. $JCH SHALL PROVIDE SHA PROVIDE FOR EXPLOSION, COLLAPSE AND UNDERGROUND COVERAGE, SUCH INSURANCE SHALL WEIRS NE TENANT, NE LANDLORD AND TI-E GENERAL CONTRACTOR AGAINST ANY AND ALL CLAMS FOR BODILY NJURY, NCLUDING DEATH RESULTING TH RU EREFROM AND DAMAGE TO OR DESTRUCTION' OF PROPERTY OF ANY KIND WHATSOEVER AND TO HEER SUCH WWCh1EVER BELCNGNG AND ARISING FROM IT'S OPERATIONS UNDER TWE CONTRACT AND WN OPERATIONS ARE PERFORMED BY NE TENANT, GENERAL CONTRACTOR OR ANY O' HEIR SUBCONTRACTORS, OR BY ANYONE DIRECTLY OR NDIREG1tY EMPLOYED BY ANY OF THEM, C TENANT'S PROTECTIVE LIABILITY INSURANCE: TENANT SHALL PROVIDE OWNER'S (TENANT'S) PROTECTIVE LIABILITY INSURANCE 1W41 WILL NSURE TENANT AGAINST ANY AND ALL LIABILITY TO THIRD PARTIES FOR DAMAGE BECAUSE OF BODILY INJURY LIABILITY (OR DEATH RESULTING THEREFROM) AND PROPERTY DAMAGE LIABILITY OF OTHERS OR A COMBINATION THEREOF, WHICH MAY ARISE FiRCM WORK IN CONNECTION WITH THE LEASED PREMISES, AND ANY OTI -TER LIABILITY FOR DAMAGES WHICH GENERAL CONTRACTOR AND / OR SUBCONTRACTORS ARE REQUIRED TO INSURE AGAINST UNDER ANY PROVISIONS HEREIN, SAID INSURANCE SHALL BE PROVIDED IN MINIMUM AMOUNTS AS FOLLOWS UNCOVERED. NOTIFY TI4E TENANT'S REf'E ESE= NTATIVE IM (EDIAT> =LY AND STOP ALL WORK LANDLORD 15 RESPONSIBLE FOR ALL ASBESTOS TESTING, FUNS AND REMOVAL, TI-E GENERAL CONTRACTOR AT TIRE POINT OF "SUBSTANTIAL COMPLETION" AND "TURNOVER" 01= PREMI8E5 TO TENANT, MUST COMPLETE AT GENERAL CONTRACTOR'S COST AND EXPENSE (FNAL PAYMENT CANNOT BE REQUESTED TO TENANT BY 11415 GENERAL CONTRACTOR UNLESS ALL OF THiS WORK NOTED 15 COMPLETED): A) FINAL INSPECTIONS BY ALL BODIES HAYING JURISDICTION NECESSARY FOR FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR COMPLETION, WHICHEVER 15 APPLICABLE. B) TWE GENERAL CONTRACTOR TO FINALIZE ALL APPLICABLE LANDLORD AND TENANT P'UNC.W LISTS AND / OR REQUIREMENTS. PAY ALL APPLICABLE LANDLORD AND / OR TENANT CHARGES ALLOGAiED TO 114E SATISFACTION OF BON THE LANDLORD AND NE TENANT. . C) FINALIZE CHANGES ON PLANS AND SPECIFICATIONS AND MARK ALL APPROVED LANDLORD, BUILDING DEPARTMENT, FIRE MARSHALL AND TENANT CHANGES ON A SET OF PRINTS FOR BOTH TENANT AND TENANT'S ARCHITECT AND FORWARD SUCH INFORMATION t0 EON PARTIES VIA OVER NIGHT DELIVERY, MARKS 5W41L BE COMPLETED USING A CLOUD PROCEDURE WIN A RED FELT TIP PEN TO EASILY DISTINGUISH CHANGES FROM ORIGINAL WORK RECRVED D) PREPARE A WRITTEN OPERATING PROCEDURE FOR STORE MANAGEMENT FOR MECHANICAL EQUIPMENT CITY OF Tth -, , ' ,, AND CHANGE= FILTERS FOR EQUIPMENT, ON A DAY OF TURNOVER IF APPLICABLE. 1JUN 0 9 NU E) PAY IN FULL MATERIAL SUPPLIERS AND FIXTURE CONTRACTORS THAT TWE TENANT PREVIOUSLY U.140 SELECTED OR MAY BE SPECIFIED ON THESE CON WITH DOCUMENTS REQUESTS FOR WARRANTIES r , .,, GATHERED, FOR TURNOVER 10 TENANT FOR RECORD R � - { IRPOSES. FI- .r " .' F) TURN OER ALL KEYS TO $TORE MANAGEMENT. GUARANTEES FOR ALL WORK BY SUBCONTRACTORS SHALL BE FOR A PERIOD OF ONE YEAR, FROM NE DATE OF COMPLETION GE THE WORK UNLESS OTHERWISE NOTED. AT NE TIME OF FINAL SUBMITTAL FOR ALL COSTS BY NE GENERAL CONTRACTOR TO THE LANDLORD, NCLUDING BASE BID, EXTRAS AND CREDITS, TWE GENERAL CONTRACTOR'S SUBCONTRACTORS SHALL FURNISH TO NE TENANT A WRITTEN GUARANTEE STIPULATING NAT, AT NO ADDITIONAL CO$t 10 THE TENANT, ANY DEFECTIVE WORK OR MATERIALS SHALL BE REPAIRED OR REPLACED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WOW, UNLESS OTHERWSE NOTED. IF SUCH WORK AFFECTS TENANT'S OTHER WORK, TENANTS OCHER WORK 15 TO SE COMPLETED BY THE S.IBCONTRACTOR At NO COST 10 THE LANDLORD OR TENANT. UPON COMPLETION OF WORK TWE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO OBTAIN A CERTIFICATE OF COMPLETION AND APPROVAL FROM THE BUILDING DEPARTMENT, OR OtNER AUTHORITIES HAVING JURISDICTION, AND BMIT SAME TO NE TENANT'S ARRCWITEG7. FINAL PAYMENT WILL NOT SE ISSUED SUBMIT BY 714E TENANT PRIOR TO RECEIPT OF SUCH CERTIFICATES. UPON COMPLETION OF ALL CONSTRUCTION AND PRIOR 10 TURNOVER GF TWE SPACE, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING TIRE SPACE CLEANED. ANY CLEANING WHICH IS NOT DONE AT THE TIME CE TURNOVER AND NEEDS TO BE DONE BY THE TENANT, WILL USE BACK CHARGED 10 TWE GENERAL CONTRACTOR GENERAL CONtR4G10R SHALL PROVIDE ALL NECESSARY DUST AND TRAFFIC BARRIERS AND TEMPORARY PARTItUCNS AS REQUIRED TO MAINTAIN A SAFE AND CLEAN ENvIRONMENI FOR NE PUBLIC AND EMPLOYEES THROUGHOUT NE DURATION OF THE PROJECT. GENERAL CONTRACTOR 10 COORDNATE WITH THE MALL •- _ ;TI. 5 • :y.. - REQUIRED CONALNG7ICN WiN STOIEi -RONT WORK SHALL BE KILN- DRIED, MILL ALL WOOD BLOCKING EMPLOYED IN QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT TREATMENT OF GL AMINE TEE IF AND / OR IT'S SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT. NE GENERAL CONDITIONS OF THE "CONTRACT FOR CONSTRUCTION " DOCUHENT A -201, ISSUED BY NE AMERICAN INSTITUTE OF ARCHITECTS, LATEST EDITION, RELATES TO TIN£ WORK OF 11-115 PROJECT AND IS HEREBY MADE A PART OF TIRE$E CONTRACT DOCUMENTS AS THOUGH RILEY CONTAINED N THESE CONTRACT DOCUMENTS, TWE GENERAL CONTRACTS AND ALL SUSCONTR4CTOR5 SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -201, TO BECOME ACQUAINTED WITH 114E ARTICLES CONTAINED NERREIN AND TO REVIEW WITH ALL 3UECCEITRAGTOR3, SUPPLIERS AND ANY OTHER PARTIES TO TIRE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON NE WORK AS 10 ITS CONTENTS. THE TENAT'S ARCHITECT WINOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK ALTER ADD TO. OR DEDUCT FROM NE CONTRACT WORK IF NE INTENT 16 TO ADHERE TO A PREVIOUSLY AGREED UPON DESIGN WITHOUT ANY COST TO TENANT, IT'S AGENTS OR TENANT'S ARCHITECT, IT IS NE RESPONSIBILITY OF NE CONTRACTOR TO CROSS CHECK WITH ARCHITECTURAL DRAWNGSPRIOR TO ORDERING / INSTALLATION OF ANY MECHANICAL, PLUMBING AND ELECTRICAL W UkEN TENANT CHOOSES 10 SET UP A WAREHOUSE FOR CONSTRUCTION MATERIALS it IS TWE GENERAL CONTRACTORS RESPONSIBILITY TO EMPTY AND CLOSE IT AT THE EKED OF THE PROJECT. APPROPRIATE PAPERWORK VERIFYING THE CLOSING iS 10 BE SUBMITTE=D WIN NE PACKAGE. MUST COMPLY WITI4 I ALL APPLICABLE CODES, LANDLORD'S CRITERIA, GLL AZING, IF APPLICABLE, S N LANDLORD'S TENANTS CONTRACT IS fl4 ]G GLAZING t0 RE-IAN AND SAFE GLAZING STANDARDS. GENERAL CONTRACTOR ANDORK STANDARDS, ETC, INCLUDING VERIFY R4 FIELD ALL EXXISTIN 140T LIMITED t0 TYPE, SUPPORT, FRAMING OR EXCE MENODS, ETC. AND EDS SUCH CODE$, IF ON OR A5 45 RE QUIRED, ALL STOREFF RONTS TO BE INSTALLED PY GLAZZING ING SUBC ONTRACTORS CAREFULLY ULLI UPGRADE IF E B FOLLOWINT RE=QUIREMENTS AND DETAILS FOR DESIGN AGAINST END LOAD CONSIDERATIONS, EVEN THOUGH SUCH N$TALLATICN OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL CONTRACTOR TO VERIFY EXISTING STRUCTURAL SUPPORT / HANGING CONDITIONS FOR STOREFRONT AND iF STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORM,4L HANGING SUPPORT DETAILS OR SPAN AND / OR WIND LOAD CALCULATIONS ARE REQUIRED DUE TO LOCAL. BLIILpINCa DEPARTMENT REQUIREMENTS. NIS CONTRACTOR 1S TO HIRE A LOCAL STRUCTURAL CONSULTANT TO DESIGN SUCH SUPPORT SYSTEMS WANDERS AND COMPLETE ALL STRUCTURAL CALCULATIONS / DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATION iS AND t0 NGLUDE SIGN COST'S N NE BID TO THE TENANT, ANY SUBSTITUTIONS OF FNISW MATERIALS MUST BE APPROVED BY NE TENANT'S ARCHITECT IN WRItNG. NE GENERAL CONTRACTOR IS RESPONStt3L£ FOR SUEHfTTING TWO (2) SAIL L.ES oP EACH SUBSTITUTION. 84, 01 w 0 0 cn z w 0 z w r 0 rx 0 Lc) CT) N © 0 J Z JEKICEM Ln RC ILO IJ E `CTUR S METAL DEMON 28N EUCLID AVENUE CLEVELAND, 1400 4411 PHONIER �� NIER 2 ©�I311 2 IrAXE L�i118381!t.®134 4 EP W 2 co o W co }' w~ VJ r o 0 Q VI 0 w c 0 T r � N -1 CSC HIE ad HOT ES Fig 1 Minimum Clear Width for Single Wheelchair min I525 FI 2 Minimum Clear Width for Two Wheelchairs 60 min I525 60-N. (1525 -MM.) Diameter Space 12 min 12 min Fig 3 Wh�elchalr Turning Space (b) T- Shaped Space For ISP� Turns Parallel Approach 3 @ 1 48 1 6 1220 NOTE: X_ct 24 N. (610 MM.). (�) NOTE: X-ct I5 IN. (3S0 MM.). Clear Floor Space In Alcoves LULU — — U' .L$'1 `: 'r 1 3@ 48 I2 "I6@ 161 50 1220 t NOTE: IF X E 24 IN (6I0 NOTE: IF X FE I5 IN. (3S0 MM.) THEN AN ADDITIONAL MM.) THEN AN ADDITIONAL MANEUVERING CLEARANCE MANEUVERING CLEARANCE OF 6 IN. (I50 MM.) SHALL OF 12 IN. (305 Mm.) SHALL SE PROVIDED AS SHOWN. SE PROVIDED A5 SHOtI.N. Additional Maneuvering Clearances For Alcoves Fig 4 Mimlmum Clear Floor Space For Wheelchairs _ 1 36 min 48 min j 36 min j 915 1220 915 (a) 90 Turn o n ft 42 min X 42 min 1065 1065 NOTE: DIMENSIONS SHOWN APPLY WHEN X < 48 IN. (1220 MM.). (b) Turns Around an Obstruction 1/4 max 1/4 T01/2 6.5 6.5 -13 (c) (d) Changes In Leval Changes In Level Fig 1 Accessible Route 32 min clear width point passe 4 max NOT BETTl� WING WALLS (e) Example of Protection around UialI- Mounted Objects and Measurements of Clear Widths Carpet Pile Thickness 36 min clear cant lnous passage WING WALLS DO .N TO FLOOR PROTRUDING OBJECTS HANGING ON WALL WITH LEADING EDGES ABOVE 21 (,685) predominant direction of traffic 1 /2 max tLt 13 (g) Gratings IS min Fig 28 Clear Floor Space at Water Closets IF X IS LESS THAN 48 IN.. THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1 : 12 immummmummommommm moor i......... MEW MEMEMEMME OMEN. ■....... ■E■ WNW ■..u......■ MM. .N.MMMMEENN ■E ....N.. MEM C■■ ■E.E■ M. •L ...E NM ..ri 7.E■ ■E E I, w-1111 N. ■► .E■ MEMME■ NNNE.EE.E.E.MEMME (a) Proportions International Symbol of Accessibility (b) Display Conditions International Symbol of Accessibility (c) International TDD Symbol ■ ■ ■A■ • NI • 0 • (d) International Symbol of Access for Hearing Loss ADJOINING SLOPE SHALL NOT EXCEED I :20 SLOPE • Y : X WHERE X I$ A LEVEL PLANE Frg 11 Measurement of Curb Ramp Slopes 4 max 32 min 42 min latch 1500 approach only,. ot approa�Ches 4S mIn (a) Standard Stall 42 min latch 54 min ap r onl , 13"f0 o tYier approa (b) 4S min Alternate Stalls w. wall mounted w.c. 12m� x 12 max 305 w. wall mounted w.c. (a - 1) Standard Stall (end of row) (C) Rear Wall of Standard Stall VI, (a) DETAIL SLIDING DOOR ) DOOR Fig 24 Clear Doorway Width and Depth (b) HINGED DOOR (e) MAXIMUM DOORWAY DEPTH PULL SIDE X PUSH SIDE r —I, � — _ E I `� 1 24 preferred r .9 ' / 1 455 � I 1 1 1 I I . 1 1 - `" I I 1 NOTE: X = 12 IN. (305 MM.) (a) G OgER AN , °t4TCH. Front Approaches - Swinging Do PUSH SiDE 54 min PULL SiDE �' I31 ^ I I I NOTE: X = 36 iN. (915 MM.) MINIMUM NOTE: Y = 4S IN. (1220 iF 1- = 6@ IN, (1525 MW ±)( = MM.) MINIMUM IF 42 N. (1ID65 MM.) MINIMUM DOOR HAS BOTH A iF 7 = 54 IN. (1370 MM.). LATCH AND CLOSER (b) Hinge Side Approaches - Swinging Doors X PULL SIDE 24 min PUSH SIDE X 6.10 24 min 610 — 1 => I 1 � E » I NOTE: Y = $4 IN. (1310 MM.) NOTE: 7 ■ 4S N. (1220 MM.) MINIMUM IF DOOR WAS MINIMUM iF DOOR HAS CLOSER CLOSER (c) Latch Side Approaches - Swinging Doors 4 4 — � I (d) Front Approach - Sliding Doors X and Folding Doors 24 min 54 min 610 i 13l@ t � � I I a � �' I I a ` r�l I � I (e) (f) Slide Side Approach - Latch Side Approach - SlTding Doors Sliding Doors and Folding Doors and Folding Doors NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WiTH THE CLEARANCES FOR FRONT APPROACHES. Fig 25 Maneuvering Clearance at Doors NOTE: Ti4E AUTOMATIC DOOR REOPENING DEVICE 15 ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LiNE A OR LINE B. LINE A AND LINE B REPRESENT THE vERTiCAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. NOTE: EQUIPMENT PERMITTED IN SHADED AREA (a) Spout Height and Knee Clearance Fig 21 Drinking Fountains and Water Coolers TYPICAL HANDICAPPED TOILET ROOM MIRROR CABINET BROAN MODEL • 626 BEL AIRE BAN CABINET WiTH FRAMELESS MIRROR BY G.C. (MOUNT BOTTOM AT 39" AFF.) 54" MN. GRAB BARS AT WATER CLOSETS TOILET PAPER DISPENSER S" MIN. KNEE 111" MIN. :b" MAX. TOE CLEARANCE DEPTH CLEARANCE LAVATORY CLEARANCES HANDICAPPED TOILET RM. REQUIREMENTS 2. 3. 4. 5. 6. 1, WATER CLOSET SEAT HEIGHT - T1" TO IS" AFF. CENTERLINE CF WATER CLOSET- IS" FROM SIDE WALL. GRAB BAR BEHIND WATER CLOSET- 36" LONG, 33" TO 36" AFF,, EXTENDING 12" FROM CENTER OF WATER CLOSET TOWARD SiDE WALL, AND 24" FROM CENTERLINE OF WATER CLOSET TOWARD CLEAR SIDE. GRAB BAR Al SiDE OF WATER CLOSET- 42" L. 33" TO 36" AFF., MAX 12" FROM REAR WALL SPACE BETWEEN WALL AND GRAB BAR- 11/2", GRAB BAR DIAMETER - 1 1/4" TO 1 1/2 ". GRAB BAR STRUCTURAL STRENGTH - 250 LBS. MIN. I14 ANY DIRECTION TOILET PAPER DISPENSER - 1 " -S" FROM FRONT CF WATER CLOSET, MIN.15" AFF., MIN. I I/2" BELOW BOTTOM OF SiDE GRAB BAR KNEE CLEARANCE AT LAVATORY - 21" MIN. HEIGHT, S" MiN. DEPTH. LAVATORY APRON HEIGHT - 29" MiN. LAVATORY DEPTH (FROM WALL) - T1" MIN. (BOWL DEPTH 6 V2" MAX) LAVATORY H0T WATER AND DRAIN PIPES INSULATED WHERE EXPOSED. LAVATORY RIM SURFACE - 34" AFF. MAX MIRROR BOTTOM EDGE OF REFLECTING SURFACE - 40" MAX AFF. INTERNATIONAL SYMBOL CF ACCESSIBILITY SHALL BE MID ON THE EXTERIOR OF THE TOILET ROOM WALL ON THE LATCH SIDE OF THE DOOR AT 60" AFF. TO CENTERLINE DOOR PRIVACY LOCK SHALL HAVE LEVER HARDWARE HANDLES. DOOR SHALL HAVE MAX OPENING FORCE 5 L. TOILET FLUSH CONTROL $HALL BE ON THE WIDE SIDE OF THE WC (OPPOSITE THE WALL) LAVATORY FAUCETS SHALL HAVE LEvER - OPERATED HANDLES 1 1111 1 1 1 /1 3 -3 p 3 J, S r33 8 (a) (b) � � Handrail l4andra II 1 - i 1/2 � 1 32 - 3 1 i/ 1 11/2 11i -11(1 32 -3- 3S 32 -3- 3S (c) (e) (d) Handrail Grab Bar Handra I l FIg 39 Size and Spacing of Handrails and Grab Bars 1 1 i JEHCEKI QINCWIITECTVRE 'H TQDA DEMON 1 2850 EUCLID AVENUE CLEVELAND, OHIO 4411 MOM 216.78t0131 IF /as 216.781.0`034 ^ alma Cti rri W Eof ca.) W co z 4E' 0) O W .0,- o -o 4 W a) 0) r_ acWo3ooH3 ADA COMPLIANCE MOTES LUAU_ TYPE SCHEDULE TYPE SYMBOL DESCRIPTION 1 I DEMISING WALL G.G. TO PROVIDE 5/8" TYPE 'X' GYP. BD. ON TENANT SIDE OF LANDLORD'S EXISTING 6" METAL STUD DEMISING WALL (ADJACENT SPACES) DRYWALL BY OTHERS). G.C. TO MAINTAIN A 6" MIN. CLEAR OPEN 1- IEIG -IT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. THIS CONDITION OCCURS WHEN THERE 15 AN ADJACENT TENANT. Q ,� ; - 1 HOUR RATED DRYWALL PARTITION W. * 465): NOT APPLICABLE TO THIS PROJECT . *,�,_. # ._, �� "`'�''° " "� #"'" 3 5/8" TYPE 'X' GYP. BD. ON ONE OR BOTH SIDES OF 3 5/8" METAL STUDS (STUDS BY GC.) GC, TO CONTINUE GYP. BD. TO 6" ABOVE HIGHEST ADJACENT CEILING. -- REF. DETAIL *I THIS SHEET % % % % % / //% A 1 . 1 5/8" TYPE 'X' GYP. BD. ON ONE OR BOTH SIDES OF 3 5/5" METAL STUDS (STUDS BY G.C.) G.C. TO CONTINUE GYP. BD. TO BOTTOM OF CEILING. REF. DETAIL *2 THIS SHEET I G.C. TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED IN ANCHORS. NOTE: ALL WOOD BLOCKING EMPLOYED IN CONJUNCTION WITH STOREFRONT WORK SHALL BE KILN - DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT TREATMENT LIMITING dEIOHTS OF STUD WALLS TENANT G.C. FIELD VERIFY THE HEIGHT OF THE DECK ABOVE AID COMPLY WITH THE LIMMNG HEIGHTS LISTED BELOW: 35x18", 25 GA. AT 11 "O.C.- MA)C 3 518',22 GA. AT 16" 0.C. - MAX HT. 15 r, 25 GA. AT 16" O.C. - MAX. HT. 20 6",22 GA, AT16"O.C.- MAX HT. V -0' 6 20 GA. AT 16'o.c. - MAK HT. 22' -10' LANDLORD NOTE: G.C. TO INSTALL WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4 ". G.G. TO INSTALL THE LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING* MATERIAL UNDER THE FLOOR FNISH. NE MEMBRANE SHALL BE MANUFACTURER'S (2) PART FORMULA CONSISTING: OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATICRETE 9235 OR r..1- t t 1ITVILLE 5 -9000) IF VINYL FLOORING IS USED IT MUST BE ONE PIECE SHEET VINYL WITH 4" ROLL UP BASE OVER WATER PROOFING MEMBRANE. stock /toilet rooms FLOOR AREA: 196 SF OCCUPANT LOAD: 1 toilet room 114 TOILET ROOM ADJACENT TENANT TOILET ROOM 15 DESIGNED TO COMPLY WIN AD.A. REQUIREMENTS - G.C. TO PROVIDE FRP ON ALL TOILET ROOM WALLS TO 48" A.F.F. G.C. TO PROVIDE SOUND ATTENUATING BATTING IN TOILET ROOM WALLS WHERE WALL IS ADJACENT TO SALES AREA 2' -4 V4" 34' -I1" LEASE DIMENSION 1 -4 U4' 20' -0 VS" ADJACENT TENANT i1' -2 5/16 5/8" TYPE 'X' DRYWALL ON METAL STUDS -- GC. TO EXTEND DRYWALL TIGHT TO DECK ABOVE FOR 1 HR FIRE RATING AROUND LANDLORD'S STRUCTURAL COLUMN -- FINISH WITH MAPLE WOOD VENEER SEE DETAIL 1 1/A3 sales area FLOOR AREA: 608 SF OCCUPANT LOAD: 20 ADJACENT TENANT 20' -91/2 25' -3 V4" 3 NOTE: DIMENSIONS ON T1-II6 PLAN ARE FROM FINISHED FACE OF DRYWALL TO FINISHED FACE OF DRYWALL UNLESS NOTED OTHERWISE 2'-6 2'-0 9' -6" AT ENTRNACE -/ / WEB BRACING OF TYPE 3 -5/8' x I86A METAL STUDS BOXED LINTEL OF TYPE S" x 16GA METAL STUDS AND END STIFFENERS JAMS COLUMN OF TYPE 3 -5/8" x I4GA METAL STUDS, LATERALLY BRACED TO STRUCTURE 2 2' -6' a O STOREFRONT FRAMING no scale NOTE: ANY /ALL WELDING AT NEIU STOREFRONT, INCLUDING GRILLES, SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH ':4W5' SPECIFICATIONS. STIFFENER PLATE 4111 (TYP. BOTH SIDES) 6'X6' 16 GAUGE + + + + + + + 16 GAUGE 1'X 1 1/2' END STIFFENER (TYP. BOTH SIDES) 1/2' DIA BOLT SECURED INTO SLAB (TYP. BOTH SIDES) CLIP ANGLES 16 GAUGE 1 112'X 11/2" (TYP.) NOTE: ALL FASTENERS SHOWN TO BE 5/S" TYPE S -I2 LOW PROFILE HEAD SCREWS WHICH GIVE A 93 LB. PULLOUT FACTOR AND A 220 LB. 51-EAR FACTOR FOR NE THINNEST METAL ATTACI-ED. NOTE: FRAMING COMPONENTS AS MANUFACTURED BY 'DIETRICH' OR EQUAL ISOMETRIC DETAILS no scale n 30' -4" LEASE DIMENSION I0' -3 VS" 1' -5 3/4" LEASE LINE G.G. TO EXTEND MALL TILE 70 DOOR CLOSURE LINE TYP. AT JAMBS NOTE: G.C. TO POST SIGN ABOVE OR ADJACENT TO ENTRANCE STATING: "THIS DOOR TO REMAIN UNLOCKED AND OPEN DURN3 BUSINESS HOURS" (TYP.) TYP. OF 2 SOLID WOOD BLOCKING WITHIN METAL STUD SUPPORT -TYP. LANDLORD NOTE: G.G. TO EXTEND MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT SASE. TILE TO MATCH EXISTING MALL TILE IN TYPE, COLOR SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED A7 INTERSECTION TO TENANT'S FLOORING AND MALL TILE. WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST EE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WITH RILL TILE. CONT. 3 5/8" x 13 GA 2" DEEP TRACK 1 WALL TYPE #3 t 4 BRACE TOP OF WALL tU' 35/8 "x18 GAx15 /8" FLANGE fa 4' -0' O.G. (4) 10 -16 TEKS 5/8' TYPE 'X' DRYWALL OR LAY -N CEILING 5/8" TYPE 'X' DRYWALL 3 5/8" 25 GAUGE METAL STUDS AT 24" O.G. IGBO 1115P ONLY (IS GA. METAL STUDS AT TOILET ROOM WALLS) SHOT PINS • 12' O.C. UV V4" HILT! FASTENERS (ICC- ES 'ESR -19n) FINISHED FLOOR CONT. 3 5/8" x IS GA 2" DEEP TRACK NOTE : ATTACH DRYWALL TO THE STUD FRAMING WITH 1 /4' DRYWALL SCREWS AT 8" O.C. (MN) AT ALL STUDS, BEGIN 111•* AT TOP AND BOTTOM AND ALL SIDES. TYPICAL INTERIOR PARTITION SECTIONS WALL TYPE M SEE WALL TYPE DESCRIPTIONS ON SHEET 4 * A2 FOR LOCATIONS, TYPE AND I- 4EIGNT OF DRYWALL FOR OTHER WALL TYPES. NOTE: ATTACHMENT OF FRAMING SUPPORTS AND CEILING SUSPENSION SYSTEM SHALL BE TO STRUCTURAL FRAMING ABOVE CNLY. REFERENCE DETAIL VAT. ATTACHMENT TO DECK ABOVE IS PROHIBITED. 3/4" x 3/4" CLEAR ANOD. ALUM. REVEAL BY G.C. TUDS AND FINISHES OF NEUTRAL,. PIER BY LANDLORD REVEAL BY oThiEme, NEUTRAL PIER DETAIL 1 1/2' = 1' -0' ':)0 O FE G.G. TO PROVIDE PORTABLE FIRE EXTINGUISHER(5) OF THE CORRECT CAPACITY AND RATING AS REQUIRED BY NFPA '10. FIRE EXTINGUISHERS SHALL BEAR CURRENT STATE FIRE MARSHALL SERVICE TAG, SHALL BE MOUNTED IN A VISIBLE LOCATION WITHIN .4 15' WALKING DISTANCF FROM ANY POINT M SPACE, AND $HALL HAVE AT LEAST A '2A -I0BC' RATING. G.C. SHALL VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION NUMBER AND LOCATION OF EXTINGUISHERS REQUIRED AND SHALL SUPPLY SAME AS DIRECTED BY LOCAL FIRE MARSHALL OR CODE. EXTINGUISI -ERS SHALL BE J.L. INDUSTRIES MODEL 'COSMIC 5E 5L5. CAPACITY MULTI - PURPOSE CHEMICAL EXTINGUISHER WITH WALL BRACKET(S) MODEL 11B -818 OR APPROVED EQUAL. CODE. COMPLIAKE OA 1. 3 51% rt OF To `l JUN 0 9 ma _JIEHCEREI Ln1RC ODTE C LJ URE R T DL DCVO 283© EUCLID AVENUE CLI,EV , 44115 PHONE 218.181.0181 f�Q 21i 781.01 84 to 0 1 - U 0 W N CT) N ©ca cc 0 J Z RIEWTISOOKIS Al ARCHITEC TJ AL FLOOR PLIN 5 k L EG1T NCI LE SYM OL DESCRJFTIQN QTY A . NEW 4' -0" RECESSED WALL WASH I \/4 - AI ® NEW 2' -0" RECESSED WALL WASH I l/A B 2' X 2' I20v WHITE PARABOLIC. W/ PLASTER KIT 1 i 51 2' X 2' 120v W/ EMERGENCYMIGI -IT LIGHT W/ PLASTER KIT 2 E r r .. c 2' X 4' 3 -LP T -S TROFFER ACRYLIC 2 . . G1 . 2' X 4' 3 -LP W/ EMERGENCY P - i D 4 - 2 -LP RECESSED CAN NSG. W/ SILVER REFLECTOR rp P SATIN WHITE WITH SLACK BAFFLE (SHORT NECK FIXT.) (4) 2' LENGTHS OF TRACK 1 A A I LED EXIT W/ BATTERY 8/41 2 2- I-IEAD EMERGENCY 2 �� COMB. FANLIGHT 1 E HALO L3240 - (6) S' LENGTHS OF TRACK HALO L3240 - (2) 4' LENGTHS OF TRACK 10 NOTE, NO COM5USTIBLE MATERIALS Al-LOLLED ABOVE CEILING. stock room 2 "x4" LAY -IN CEILING AT 10' -0" AFF. • ACT2 ( 0 toilet room 2 "x4" LAY -IN CEILI1 AT S' - 0" APP. �.4GT2) 9' -4 I/4' 20'-0 1/16" 4 $ IS' -0 ,/Is" 4' -0" 2' -0' 5'-0" N EM MEM 2' -0" 4' -0' OWN 5' -0' 2' -0" 10' -3 FFa/16" sales area 1 PAINTED DRYWALL CEILING AT II' -0" AFF. (P -1) ••• 2' -9 W169' 75 3/ r LANDLORD NOTE: VERIFY WIN WESTFIELD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT. LANDLORD NOTE: ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO SE CONCEALED POP OFF COYER TYPE. LANDLORD NOTE: ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. STRUCTURAL CE IL ING ATTACHMENT DETAILS AIRS FORTkCOM ING ARCHITECTURAL REFLECTED CEILING PLAN 1/4 " -1' -0' NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISHED FACE OF DRYWALL TO FINISHED FACE OF DRYWALL UNLESS NOTED OTHERWISE 30' -4" LEASE PIMEt4SION N DRYWALL. CLG AT I5' -0" ,4FF. PA9 P -I ) MAPLE WOOD VENEER AT ENTRATICE SOFFIT AT I0' -0" AFF. RETURN WOOD PANEL FROM 10' -0" TO AT DISPLAY WINDOW DRYWALL CLG AT 15' -0" AFF. PAINT - GENERAL. NOTES 1. GYP. BD. CEILING TO BE PAINTED P -1 U.N.O. 2. IF USED IN AC.T. CEILING, ALL RECESSED LIGHT FIXTURES ARE TO BE SET BY T.G.C. TIMER TO BE SET FOR 1 -HR. BEFORE MALL OPENING TO AFTER 1 -HR AFTER MALL OPENING. 3. ALL STOREFRONT LIGHTS AND SIGN TO BE ON ONE 24 HOUR TIMER TO BE SET BY T.G.C. TIMER TO BE SET FOR (1) HOUR BEFORE MALL OPENING TO (1) HOUR AFTER MALL CLOSING. 4. G. T.G.C. TO INSPECT ABOVE EXISTING CEILINGS TO ENSURE THAT TENANT'S PROPOSED CEILING HEIGHTS CAN BE MET PRIOR TO BID. ALL LIGHT FIXTURES TO BE RJRNISHED, COMPLETE WITH LAMPS BY THE TENANT UNLESS NOTED OTHERWISE, AND SHALL BE INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR REFER TO SHEET E -2 FOR LIGHTING SPECIFICATIONS. T.G.C. TO ENSURE TWAT ALL EXISTING LIGHT FIXTURES t CEILING ASSEMBLY THAT ARE REUSED IS REPAIRED d REFURBISWED TO 'LIKE -NEW' CONDITION. CENTER RECESSED DON LIGHTS AND TRACK FIXTURES BETWEEN GLASS FM'S •TYP. OF 3 AREAS 08 272 CODE coteuNoce xpp1 oyo 011S 2S RECEM OFTkiWRI.,, i JUN 0 9 2C JIEHICEKI R Todd DEMON MO IMOD AV I VELA Nig X 1.1 PHONE 216.781.0131 MI 21i r ThtO184 m. mem STATE OF WASHINGTON A2 M co co r CO Q) O al (3) rrrr� r rNN� T RIEVOSOONS f [ I► CT Cain PLAN SUBMIT (3) COPIES OF MANUFACTURES DATA OR ICC-ES REPORT TO BUILDING OFFICIAL IDENTIFYING THE SYSTEMS IS A HEAVY DUTY SYSTEM CONFORMING TO THE REQUIREMENTS OF ASTM C835-00. 2 8, p 0 12 GA HANGER #8 SCREW 2' WALL WIDE p , ,p TO ANGLE @ , e 4 4 .. p `� .., tl EA STUD �` . - -� 8A `- 8► p m NO CONNECTOR CROSS TIE MAIN RUNNER WALL ANGLE UNATTACHED [� OF OR TO AT ENDS III. #8 2 '" p , , SCREW WALL �„ , TO EA ANGLE m a lJ e0 STUD 1 -... P° ATTACHED LIGHT FIXTURE (LESS THAN 20 POUNDS) LIGHT FDCTURE SUPPORT >< y" a3Rovirmn 12 GA WIRE TIE TO GRID. TYPICAL EACH END EACH FDCTURE SUPPORT. _ ATTACHED >< l'i >< o aiii .. �� a d d � O Ca • d a o D o - -o C] d a d .. a o -.d C � �. �..�..L .. C•�.O w...� ��' - �� � - - � � -, 1 STABILIZER BAR AT 12 GA HANGER WIRE UNATTACHED ENDS ® . -�_, 2 • ATTACHED 4 Q POP RIVETS ATTACHED ENDS ONLY 'ACHED I� WITHIN AT ° e 6 , N C ND OF 8" OF WALL ° w "' Q CROSS TIE OR h MAIN RUNNIER HEAVY DurY SYSTEM GRID ?+ Y �� WITHIN 8° OF WALL ONLY WITHIRI 8 OF WALL ° CROSS TIE OR 4 EXPOSED TEE GRID SYSTEM DEICING PANEL LIGHT FIXTURE ( LESS THAN 20 POUNDS) --; UNATTACHED m ! ° 0' r3:1 UNATTACHED END OF MAIN RUNNER HEAVY DITTY SYSTEMS GRID TYR Ate 0 DENOTES BEGIN LATERAL BRACING (0 12' -0` O.C. EACH WAY. WITHIN 6' -0' OF PERIMETER AND WITHIN T FROM CROSS MEMBERS. CEILING GRID LAYOUT ( LESS THAN 2500 SC) FT) A2 l SCALE: 3" =1 °-0°' A 2 41 SCALE: 3" =1 °-0" A2 i SCALE: N.T.S. A2 i SCALE: 3" =1'-0" ADDITIONAL 12 GA SLACK COMPRESSION STRUT AT 17 -0" OC EACH WAY SEE SEPARATE SUPPORT • ETC,SECURE ALL HANGERS STRUCTURE,TRAPEZIE 1a' -0' OC EACH WAY AND OTHER LARG�DESTRUCTIONS. PIPES, CONDUITS TO BUILDING AROUND DUCTWORK Max Length " u 1/2 DID Conduit (IEIVIT) 51-1O 3/4•' Diameter Conduit (EMT) T -0' 1 Diameter Conduit (MT) 9'-9 " " Single 1625125 -33 Metal Stud 12° -0" (1 5/8" x 20 Gauge) Beck To Back 1625125 3 Meta Studs 16 ° -0" (1 5/8" x 20 Gauge) Slagle 250512533 Metal Strad 13 °-0°° (2112 x20 Gauge) Ic To Badk 2505125-33 Metal Studs 15 ° -0" (21f "x20 Gauge) ) VERTICAL STRUT UT T °, a LSE OC #12 WIR -� 4-0° OC BUILDING STRUCTURE AACHME T FO AT � r 7 " MAX M1AX / #12 W IRE © 4-0" -�— WILES AT OPPOSITE CORNERS TIED DIRECTLY TO FIXTURE 12 GA HANGER WIRES 6 ° ` ,� / 9 10 • :Q= ' :. _ : • :. � ° MAX EACH CORNER : • . a. ... .. . • . : r : v 4y • • • . . • . ... • 5 3+ FIXTURE SUPPORT ( 10 TO 5 POUND LIGHT FDCTURE (10 TO 56 POUNDS) S) 0 90 ilirk � CEILING CLIP 1 1/8" ..�... ■�... EE DTANCE S ���` _ r LATERAL BRACING @ 12-0 WAY RUNIN�E PERIMETER WITH SUPPORT @ 1 :6 SLOPE STABILIZER BAR BETWEEN O .C. ° " SECURE ALL HANGERS TO ARUND DUCT BRACING a 12' -0" O.C, EACH WAY 4 ATTACHMENT TO FLOo O . ::::::; APP " VED .01 1 3 Ta MY Of Tu �N'r4a AND OTHER LARGE OBSTRUCTIONS. WIRE HANGERS IF MORE THAN 1 :6 OUT OF PLUMB ALL SIDE. LY MEMBERS AT UNATTACHED SEISMIC CEILING ASSEMBLY A,2i SCALE: 3' =V-0" • A2 SCALE: N.T.S. A SCALE: 3r4' =1' -0" l'1OTEs CEILING TO SEAR MINIMUM I WR. 1205 Vil RECEIVED CITY Cr 7119 Pfli a i JUN 0 9 26[1 NOTE: BLACK IRON OR 'UNISTRUT' SYSTEM MUST BE USED FOR THE PURPOSE OF SUSPENDING ALL DRYWALL SOFFITS. CEILINGS WITH USG OR EQUAL SUSPENSION SYSTEMS MAY BE SUPPORTED FROM LANDLORD JOISTS WITH 12 GA. WIRES AT 4' - m" ON CENTER IN EACH DIRECTION! WITH SAME SIZE WIRE At I2' -0" INTERVALS FOR DIAGONAL SUPPORT NOTE: ALL SUSPENSION SYSTEMS TO BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS, ALL APPLICABLE CODES AND ACCEPTED CONSTRUCTION STANDARDS, TEE _ FIRE RATIN& PER Ul.. DESIGN VD502/P230 -1410. SUSPENSION SYSTEM TO BE PER ASTM 0635 COLD ROLLED STEEL MAIN TEES AND CROSS TEES. MEETS IMO • 1994 AND CALIFORNIA RESEARCH DEPORT Rum 'DOW' RIGID X SUSPENSION 9 GA HED TO WIRE 48" OTC, AttAC IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL THIS SI -IEET) 'ARMSTRONG' PRELUDE FIREGUARD SERIES • 8300 SUSPENSION SYSTEM FOR LAY-IN CEILING -- CROSS TEES TO JOIN MAIN BEAM WITH POSITIVE INTERLOCK SYSTEM 9 GA. GALVANIZED WIRE 48" O.G. ATTACHED tO BLACK IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL THIS SF4EET) FLANGE OF BEAM / SYSTEM CROSS TEE "DXL424 'DONN' RIGID X SUSPENSION SYSTEM BOTTOM UNISTRUT P2824 CLAMP MAIN TEE "RMXI2 GROSS ISM - Imo [ -a_- ni r 4 4. 1 ,410,,,..os.4 `1��► - ����•��� II«<!I,�,�I�I�.� FRIT# � � I �� In r.�� �1M� rE � . .. : • . _ In" DrA, THREADED STEEL ROD (48 O.C. -- BOTH DIRECTIONS) "x 15/16 " ACOUSTICAL CEILING ii CEILING SUSPENSION DETAILS 5/$" TYPE 'X' DRYWALL CEILING J JOIST SECURE I I/2 1 I/2" BLACK A.•CsLE IRON WITH LOCKNUts AS SHOW DETAIL 10 ATTACHED TO CROSS TEES W1tH FASTENERS AS REQUIRED FOR MAXIMUM WEIGHT SUPPORT DRYWALL CEILING I .■M 1 ATTACHMENT A fuOI scald Al no scale A2 i ( coo nnc ctuoni to bottom chord &Merl no scale w 0 0 (n z w 0 z W 0 T 0 JEHCIERO ARCHITECTURE HIETADL DE SOON l 2850 EUCLID A MOM if ONIO 4416 N PHONES 218"7 1.0131 I A {s 216.x 81.01184 co co o a) co CO m Ci !to (/) r_ 172MWEISDOMS Ala ANEW SHEET ADDED Protect Design 1 DrawIngo ® 2005 Jencen Architecture Original Prototgpe Design CI 2005 Jensen Architecture GRAPHICS • th I td ADJACENT TENANT v LEASE LINE MALL NEUTRAL PIER 3/4" REVEAL BY GC. MAPLE WOOD VENEER ON 3/4" MDF FINISHED FLOOR VERTICAL AND LATERAL BRACING TO STRUCTURE ABOVE -- SEE SHEET * Al FOR DETAILS G.G. TO PROVIDE 1 HR, FIRE RATED DRYWALL CLOSURE TO DECK ABOVE IF NOT EXISTING GENERAL CONTRACTOR TO MORE THAT EXISTING LANDLORD BULKHEAD CONSTRICTION HAS ADEQUATE LATERAL BRACING TO SUPPORT TOP OF GLASS PANEL5 AND FIN. G.C. TO CUT AWAY DRYWALL 1111 -ERE FM CI-IANNEL OCCURS 5/$" TYPE 'x' DRYWALL PAINTED P - GRAPHICS ON SOFFIT BY TENANT — FINISHED FLOOR 3/4" TEMPERED GLASS FIN DEPTH DETERMINED BY STRUCTURAL pJGINEER I/2" TW. CLEAR TEMPERED GLASS AT STOREFRONT AND VESTIBULE 1=Q STOREFROW SIGN -SEE SIGN SHOP DRAWINGS FOR DETAILS E LED STAINLESS STEEL 10" BOTTOM RAIL FLOOR MOUNTED STOREFRONT SIGN: REVERSE LIT CHANNEL LETTERS 10'-6 MAPLE WOOD VENEER DOOR PULLS BY 'OLDCASTLE' GLASS 21 3/4" STANDARD ITEM 1 0G-8 BACK TO BACK BRUSHED STAINLESS STEEL FINISH RETURN WOOD VENEER AT SOFFIT RECESSED FLOOR MOINTED CLOSER MALL SECOND LEVEL F FIN151-1EP BOOR G.C. TO PROVIDE I WR. FIRE RATED DRYWALL. CLOSURE TO DECK ABOVE IF NOT EXISTING 3/4" REVEAL BY G.C. SOLID WOOD TRIM - TYPICAL AT ALL OUTSIDE CORNERS SEE DETAIL THIS SWEET MA'LE WOOD VENEER ON 3/4" MDF AND 5/8" TYPE 'X' DRYWALL NOTE: STRUCTURAL DRAWINGS AND/OR CALCULATIONS ARE FORTHCOMING STOREFRONT GLAZING SYSTEM BY 'OLDCASTLE GLASS' OR EQUAL: Kyle Wheeler Structural Glass Systems Oldcastle Glass Perrysburg Phone: (419)666 -2000 (8000531-40674 ext. 1212 Fax: (419)661 -5099 NOTE: ALL WOOD BLOCKING EMPLOYED IN CONJUNCTION WITH STOREFRONT WORK SHALL BE KILN- DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT TREATMENT NOTE: ALL NONSTRUCTURAL VERTICAL AND HORIZONTAL STOREFRONT AND SOFFIT METAL FRAMING TO BE MINIMUM 358ST20 WITH COMPANION RUNNERS OF 358CR20 'r 16 "O.C. MANUFACTURED BY 'UNIMAST OR EQUAL NOTE: ANGLE MAY VARY AT SPECIAL SITE CONDITIONS -- SEE PLAN FOR ANGLE REFERENCES SOLID MAPLE WOOD CORNER PIECE SECURELY ATTACHED TO MDF PANELS WITH GLUE AND FINISHING NAILS IN REVEALS -- EASE OUTSIDE CORNER WITH SLIGHT RADIUS -- PAINT REVEALS TO MATCH MAPLE WOOD FINISH DETAIL NOTE: DETAIL IS TYPICAL FOR OUTSIDE CORNERS OF ALL WALLS WITH WOOD VENEER PANELS AT OUTSIDE CORNER half scale T N t CC 0 "tia Z MCNOTE CUURE RETAL MOM MO MOD MI n1Mi C . E'! 4L A N ))4 ormo 441 MON s 2$6781.0131 FALL 216300,01$4 A3 r.ororrre trnATe SWAM ral M co ow) co c 4� z o co .� cd.D REWIMOORrie ENLARGED D STOP EFRO NT PLAN, SCE ©TOOKS & DETAILS d. NOTE: GENERAL CONTRACTOR TO INSURE THAT EXISTING LANDLORD BULKHEAD CONSTRUCTION HAS ADEQUATE LATERAL BRACING TO SUPPORT TOP OF GLASS PANELS 1 3/4" X 3 5/8" CLAD ALUMINUM STANDARD STACKWALL CHANNEL, BOG wn SHIM IF NEEDED (5/16 MAX) VAL- R EM.' SILICONE 4 ROD. 1 3/4 1/4" DETAIL VARIES fin head (MIRRORED IN RELATION TO SECTION ON SHEET *A3) STEEL ~ F0TENING SURFACE 5/16" GR8 1 ER, BOG 3/4" CLEAR TEMPERED GLASS FIN, BOG 1/2" CLEAR TEMPERED GLASS, BOG SILICONE 4 ROD SHIM IF NEEDED ' (5/16" MAX .), 5/16 " -18 GR8 FASTENER, BOG DETAIL fin sill (MIRR012EO IN RELATION TO SECTION ON SHEET +A3) 3/4" CLEAR TEMPERED GLASS FIN, BOG 1 3/4" X 3 5/8" CLAD ALUMINUM SQUARE RAIL, BOG 18 GA. X 6" STUD WITH WOOD BLOCKING 5/16 " -I8 GR8 FASTENER WITH ANCHOR, BOG SHIM IF NEEDED (5/16" MAX) 1 I/4" X 1 1/4' X 1/8" CLAD ALUMINUM U- CHANNEL, BOG DETAIL jamb 1/2" CLEAR TEMPERED GLASS, BOG 3/4" TEMPERED GLASS FIN, BOG AGA 445/4 SPIDER FITTING, BO 5IL!CONE I/2" CLEAR TEMPERED GLASS, BOG www■ ■ ■ ■ ■■ ■■■■■a��� ■w ■ ■ ■ ■ ■ ■■w■ LJ� DETAIL at fin STOREFRONT GLASS DETAILS 3 =1 r_ O " /16" „ L 3 7/8" 3 7/8" 3/4" TEMPERED GLASS, BOG DEPTH VARIES AGA 445/4 SPIDER FITTING, BOG SILICONE I/2" CLEAR TEMPERED GLASS, BOG DETAIL at main plate /fin STEEL FASTENING SURFACE SHIM IF NEEDDED, BTG (5/16 MAX. - MUST BE FULL WIDTH AND LENGTH OF CHANNEL AT FINS ONLY) 5/16"-I8 GRS FASTENER, BOG 1 3/4" X 3 5/8" STACKWALL CHANNEL, BOG 5/16" D IA. STAINLESS STEEL PIN, BOG 3/4" ALUMINUM BLOCK, BOG 3/4" TEMPERED GLASS FIN, BOG / /iJf / // 1/2" DETAIL fin head endcap 5/16 " -18 GR8 FASTENER, BOG STEEL FASTENING SURFACE SHIM IF NEEDED (5/16 MAX) - MUST BE FULL WIDTH AND LENGTH OF CHANNEL AT FINS ONLY) 1 3/4" X 3 5/8" CLAD ALUMINUM STANDARD STACKWALL CHANNEL, BOG SILICONE 4 ROD 3/4" CLEAR TEMPERED GLASS, BOG 3/4" TEMPERED GLASS FIN BOG SI-11M IF NEEDDED. (5/16 MAX. - MUST BE FULL WIDTH AND LENGTH OF CHANNEL AT FINS ONLY) 3/4" CLEAR TEMPERED GLASS, BOG SILICONE 13/4" X 3 5/8" CLAD ALUMINUM STANDARD STACKWALL CHANNEL, BOG SHIM IF NEEDDED (5/16 MAX. - MUST BE FULL WIDTH AND LENGTH OF CHANNEL AT FNS ONLY) 5/16 " -18 GR8 FASTENER, BOG DETAIL fin head ,. DETAIL fin sill endcap DETAIL 3 fin sill o 5/16 " -18 GR8 FASTENER, BOG STEEL FASTENING SURFACE 1 3/4" X 3 5/8" CLAD ALUMINUM STANDARD STACKWALL CHANNEL, BOG SILICONE 4 ROD. 1/2" CLEAR TEMPERED GLASS, BOG DETAIL main plate head 1/2" CLEAR TEMPERED GLASS, BOG SILICONE * ROD 1 3/4" X 3 5/8" CLAD ALUMINUM STANDARD STACKWALL CHANNEL, BOG SHIM IF NEEDDED, B.O. (5/16 MAX - MUST BE FULL WIDTH AND LENGTH OF CHANNEL AT FINS ONLY) 5/16 " -18 GR8 FASTENER, BOG Z7� 1 3/4" DETAIL main plate sill CODE COMPLIANCE APPROV SUN 3 1008 1/2" CLEAR TEMPERED GLASS, BOG 3/4" TEMPERED GLASS FIN DEPTH VARIES - BOG SILICONE AGA 445/4 SPIDER FITTING, BOCF SECEIVED tffre OF T € g /M. ?4.R IJUN 0 20Ti DETAIL main plate at AGA445/4 NOTES: 1. TI -IESE DETAILS ARE REPRESENTATIVE OF THE "OLDC4STLE GLASS- 1~'ERRYS5URC " GLAZING SYSTEM (419.h6(:).2000) CONTACT: KYLE WI- IEELER. GENERAL CONTRACTOR COULD USE A4 SUBSTITUTE SYSTEM LUITI -I THE CONDITION T1-IAT TI-IE QUALITY OF THE ALTERNATIVE 18 EQUAL TO OR SETTER TI-1AN THE ONE SPECIFIED, AND SATISFIES ALL THE FUNCTIONS THIS GLAZING METHOD REQUIRES. NO CONSTRUCTION WHATSOEVER TO SE PERFORMED WITHOUT LANDLORD APPROVED SHOPDRAWINGS. 2. ALL METAL PARTS /1- IARDLUARE TO BE SRUSI- ED STAINLESS STEEL 3. 15.0G. DENOTES- "Err OLDC4STLE GLASS" Project Design 4 Drawigs C 2003 Jencen Architecture Original Prototype Des C 1999 Jencen Architecture JEKICIEH ARCHITECTURE FETAL DEMON 2850 EUCLID AVENUE MIRQN Q 0 4 4115 PHONE! 218.781.0131 G A3s3 2'06.781.0124 5229 REGISTERED ARCHIT 101611E II! RIMISIBERs ATE Of WASHINGTON v a at c co CD c o v i G) co o W . O CO :: t13 W T_ alEVaZaOMS A3a SUOIRIEr 1 OHT D[ TQDLS FIXTURE SCHEDULE 1 SALES AREA FIXTURES KEY DESCRIPTION MANUF. SPECIFICATION QTY. REMARKS KEY DESCRIPTION MANUF. SPECIFICATION QTY. STOCK AREA FIXTURES KEY DESCRIPTION MANUF. SPECIFICATION QTY. REMARKS m DOUBLE DEAL WALL SECTION MADJEK 1 S C� r ON BOTTOM CGF C AT TOP. SALES AREA FIXTURES ('J CASWWRAP MADJEK 1 SECTION CASH WRAP 1 ( ME TAL 51 -4F STAPLES 3 SUPPLIED BY TENANT 4 INSTALLED BY G,C. 0 BACKWRAP FIXTURE MADJEK D METAL EMPLOYEES LOCKERS STAPLES 1 SUPPLIED BY TENANT 4 INSTALLED BY GC. 0 BASIC WALL SECTION MADJEK _ CABNET ON TOP NO G d C MANAGER' S DESK STAPLES MINA STOCKROOM SK LAMINATED OROO DESK 1 SUPPLIED BY TENANT 4 INSTALLED BY GC,. 0 SLATWALL MADJEK 1 FLOOR FIXTURE MADJEK 10 0 WALL BASE MADJEK 20' - 0" LINEAR FEET (REFER TO FIXTURE PLAN TO VERIFY) 0 CUStoM WALL UNIT -12" DEPTH MADJEK m WALL SECTION END PANEL MADJEK 5 0 CUSTOM FLOOR UNIT -12" DEPTH MADJEK — NOTES: TENANT'S G.C. IS RESPONSIBLE FOR INSTALLATION OF TENANT PROVIDED SAFE 4 SECURITY MIRRORS. G.C. TO CONFIRM LOCATIONS WIN DISTRICT MANAGER PRIOR TO INSTALLATION. TENANT'S G.C. TO REFER INSTALLATION INSTRUCTIONS FROM SUPPLIER FOR ALL FIXTURES, WOOD FIXTURES ARE REQUIRED TO HAVE MINIMUM CLASS 'A' BLAME SPREAD. a WALL SECTION SLATWALL WEDGE MADJEK _ SEE FLOOR PLAN • CUSTOM WALL SECT END PANEL -12" DEPTH MADJEK — 0 W SECTI FILLER ALL PANEL MADJEK CUT IN FIELD BY CONTRACTOR D 1 UOM L SECT. C SLAT ST UALLW -I2' DEPTH MADJEK stock room I% SQ. FT. (INCLUDES TOILET R'1.) L I J I I I I LJ 4k- SERVICE- SINK 3' -6" 4 0 .I' -6" 0 0 3 -0" 3 -0" 0 oio ® 0 sales area 608 SQ. FT. J TYP. AT END OF ALL WALL FIXTURES 3'- 0 8 5/16" : n 3'- F.C. TO PROVIDE FILLER PIECE TO MATCH HEIGHT OF ADJACENT "A" FIXTURE 0 3' -1 1/16' FILLER 2' -9 1/2" oio NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISH TO FINISH UNLESS NOTED OT1- IERWISE INFORMATION CENTER (1—IE THNOTES CAIE3 INET N.T.S. I- IEALTHNOTES INSERT TEN.G.0 TO SHIM WALL FIXTURES AS REQ'D TO LEVEL WALL FIXTURES. GC TO ALIGN THE BOTTOM OF THE TOE KICK BOARD AT EACH FIXTURE TO SEAL ANY GAPS DUE TO LEVELING AND PER HEALTH DEPT. REQUIREMENTS GRAPHICS CATEGORY SIGN BASE CABINET 1 1 a 3 ' - 9 in DOU15LE DEAL WALL UNIT N.T.S. HOLE " 81 (88 )2" AFF) TYP. FOR ALL UNITS HOLE *15 (82 Y" AFF) TYP FOR ALL UNITS REMAINING SHELVES TO 5E PLACED AS PER INDIVIDUAL SECTION PEG HEIGHT SHEETS HOLE a 12 (19 )4" AFF) T. FOR ALL UNITS THAT NAVE A BASE CABINET REVOw COMP CO APPROVED ,ut" 1. 3 20 BUILDINQ 2'-'15/6" FILLER F.C. TO PROVIDE FILLER PIECE TO MATCH FIGHT OF ADJACENT "A" FIXTURE LINE OF STUCTRUAL GLASS FINS -ExACT LOCATIONS FORTHCOMING 60 "H MERCHANIDISING FIXTURE- -SOLID MAPLE SIDES AND BACK - -2 L_QI , r 2 IEM- CsR4PHICS ON BACK VISIBLE FROM MALL SHELVES "Z" BAR (CLEAR ACRYLIC) SECTI ❑N THRU "Z" BAR /CATEGORY SIGN SCALD 3' = 1' -0" CATEGORY SIGN (GREEN PLASTIC) PARTIAL "Z" BAR PARTIAL CATEGORY SIGN (PAPER SIGN & CLEAR COVER TO BE APPLIED) ICE F F „TL i 1U' 0 9 2 JEKICIEH ARCHOTECTURE RETAIL DC SOC I 2850 BMW MEM CLEVELAND, ONO 41115 PHONE 216.781.0131 FS {e 21 .781.0 14 0 Ft) N g cc J 0 Z I-- V; HIEVOSOOKS A4 FUTURE FLOM PLQN Southcenter RICHARD R. JENCEN ASSOCIATES ELECT. EQUIP Project Design t Drawings © 2001 Jencen Architecture Crlglnal Prototype Design © 2006 Jencen Architecture FILLER PIECE TO MATCK Ni_IGHt CF ADJACENT FIXTURE (PROVIDED BY F.C.) GRAPHICS GRAPHICS GRAPHICS GRAPHICS ! GRAPHICS GRAPHICS GRAPHICS GRAPHICS GRAPHICS GRAPHICS GRAPHICS GRAPI4IIC8 BY MA NI' FILLER PIECE TO MATCH HEIGI4T OF ADJACENT FIXTURE (PROVIDED BY FCJ 4" UIOOD BASE (TYP.) itir-miwricN CENTER (HEALT NOtES CABINET) OUTLINE OF BACKUP-4F' 4" wool" BABE (TYP,) JIEHCERg ARC OTE Ll URIE H I MM DEMON 285O EUCLID AVENUE CLEVELM, CH PW©IIVEB 216 a!l� 1 FAX8 2 i r ods 8.0184 1- U i III LC) w T 4 8 g co rt N cD .c co e * V L r a © % 0 CO U 1:3 mC Z 715 0° R . 3 CD 1 1 1 M 5 r i -- r IEdoSQOMS A5 ETEROOR I LI VA° TO ©NS w U O V7 cn z w 0 w Protect Design 4 Drawings© 2001 Jancan Architectures Original Prototype Design © 2006 Jencen Architecture DRAFTER+ JEHCIEH ARCHITTECTURE HIETLVIL DC SOC a MN C OLOD AVM M A ND lit 44115 P PHONIER 216.781.0)131 FFAL 216■381o0184 6 A6 nnrarnie uro ve won 2 00 co r L ♦M "" L . ^ W W 1 4 --r 0I C c V 0 CO U r � T sco=orpuLms ND CITY COMM FINISH LEGEND DOOR HARDWARE SCHEDULE TAG DE SCRIPT104 MANLiFACTUI�R / PRODUCT SPECIFICATICKS REMARKS GROIN° GIJANT1Tr DESCRIPTIGN MALPACTOER MODEL. NO. FINISH MUMS FLOORS 1 ENTRANCE 1 DOUBLE DOOR' - SHEET VINYL ARMSTRONG CLASSIC CORLON SEAGATE *80500, WHITE B / II WAL LOOT ML s "' R ThE WAL b' M A SEA MAI•lt� FORMING A WV MINIMUI'1 RADIUS COVE, OD 2 SALES / STOCK DOOR I -" PAIR BUTT HINGES STANLEY FBB 191, 4 -1" X 4-P US26D - .-. VINYL TILE ARMSTRONG 51911 KALEIDOSCOPE WH1TE OR EQUAL. 12" X 12" B / 11 1 LATCH SET MEDI=CO - EMBASSY LEVER LOCKS ET BRIGHT CHROME 625 CERAM TILE (SALES AREA) 18" X 18" CERAMIC TILE "MANNINGTON" -STYLE VESUVIO COLOR WALNUT, 932 MOCHA GROUT. - ALL GROUT TO BE SEALED 1 FLOOR STOP IVES *438 US26D - VINYL TILE (SALES AIWA) 18" X IS" VINYL TILE, ASI FLOORING, SLATE FLAVI61S - 3 DOOR SILENCERS IVES *20 - _ BASE 1 CLOSER , DORMA '1600 SERIES U526D - B -1 RUBBER BASE MERCER *403 OFF -WHITE 4" HIGH COVE BASE C / 111 DOOR 4 HARDWARE NOTES (B-2) JJ WOoD BASE 3/4" X 4" HIGH APPLIED TO GYP. BD. SURFACE SALES AREA ONLY. FINISH GRADE STAINED TO MATCH WOOD VENEER - FURNISHED BY TENANT 1 KICK PLATE BY 1EhL4Nt GG. BY TENANT G.G. US26D A) ALL HARDWARE LISTED THAT IS NOT PART OF LANDLORD'S WORK SHALL BE SUPPLIED BY TENANT'S GENERAL CONTRACTOR UN.O. ALL U- CHANGE LOCKSETS TO WAVE 1 PIN REMOVABLE CORE INSTALLED. B) OPENINGS SHALL BE MINIMUM OF 32" WIDE WHEN DOOR IS AT RIGHT ANGLE TO CLOSED POSITIO.i. C) BOTTOM 10" OF ALL DOORS SI4ALL HAVE SMOOTH UNINTERRUPTED SURFACE FOR OPENINGS BY WHEELCHAIR FOOT REST. D) MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS W/ A PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 POUNDS WITH CLOSURE, E) ALL EXTERIOR DOORS TO WAVE WEATHER - STRIPPING 4 DRIP CAP. F) RATED DOORS SHALL BE A TIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLY. G) EXIT DOORS SHALL BE OPERABLE WITHOUT USE OF KEYS, SPECIAL KNOWLEDGE, OR EFFORT. H) ALL HARDWARE to BE SUPPLIED BY tG.C., UNLESS NOTED OTHERWISE. I) ALL PANIC BARS ARE BY T.G.C. J) ALL INTERIOR METAL DOORS SHALL BE 20 GA. MIN. K) ALL HARDWARE ON 'EXISTING DOORS TO REMAIN', SHALL BE REPLACED AS SPECIFIED ON SCHEDULE OR DWG's. UNLESS NOTED OTHERWISE. L) ALL DOORS SHALL HAVE A MINIMUM CLEAR OPENING WIDTH OF 32 ". M) ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER TYPE HANDLES OR PANIC BARS. DOOR OPENING HARDWARE $HALL BE MOUNTED BETWEEN 30" AND 44" ABOVE FINISHED FLOOR - - _ 3 TOILET ROOM 1-p. pAIR BUTT HINGES _ STANLEY - FBB 191, 4-1" X 4-P US260 - WALL I LATCH SET MEDECO EMBASSY LEVER LOGKSET BRIGHT CHROME 625 PASSAGE LATCH FUNCTION 2 _ PAINT BENJAMIN MOORE - TWO COATS NAVAJO WHITE, READY MIX, W/ EGGSHELL FINISH 1 ll CP -iJ I FLOOR STOP IVES *43S US260 - PANT BENJAMIN MOORE - TWO COATS GREEN *6I6 LATEX, W/ SEMI -GLOSS FINISH A 11 P -2 3 DOOR SILENCERS IVES *20 - - CE IL INCx I CLOSER DORMA 1600 SERIES US26D - ACOUSTICAL CEILING TILE ARMSTRONG, DUNE CEILINGS 2' X 2'. (COLOR WI-IITE) ANGLED TEGULSAR A / 1 - ACOUSTICAL CEILING TILE ARMSTRONG, FISSURED CEILINGS 2' X 4'. (COLOR WHITE) SQUARE LAY-IN A / 1 ACOUSTIC -CLAD NON PERFORATED . . 2 �' GYPSUM BOARD CEILING 5/8" TYPE "X" GYP, BD, ON METAL STUDS AS REQUIRE UNLESS OTHERWISE NOTED. A / I CD _ • _ _ GLAZING 1/2" TEMPERED GLASS BY G.C. - TEMPERED GLASS 6 STOREFRONT REFER TO SPECIFIC NOTE *G, SHT. GN -1 - FURNISHED ! INSTALLED BY G.C. NOTE: BOTH SURFACES TO EXACTLY . GRAPHICS , O DooR ill FRAME - GS VINYL AMERICAN SIGN CRAFTERS 9" DIA CUSTOM LOGO *163D SPECTRA GREEN - PERIMETER OF SALES AREA CERAMIC TILE TENANT MALL mas S T WO. BSRSSSTL. _ - - t - I �� Y� WD. BRUSHED E SL ® VINYL AMERICAN SIGN CRAFTERS REVERSE CUT 3 "H CUSTOM LOGO ! �1 ' 4 UFaITE _ ON STOREFRONT GLASS CIF APPL. REF. SHT. BY TENANT, INSTALLED FLASI.IING AS le'EQ'D. STAINLESS STL. FLR TRANSITION STRIP BY G C. ALL FLOOR TRANSITION STRIP _ T 1 I GPPLIED BY G.C. CONCRETE SLAB CERAM E FLASHR•6 AS 0 w ig _ ..... 0 RM. CCNCRE?I; SLAB ,�' DOOR SCHEDULE stock .aaQEA 8J E TOILEI• DOOR % - / stocx a DOOR DOOR Mel 611.1. HARDILHANNA GROUP FRAME • / HM FRAM , j / SIRE DES AQIPTION TITS FINISH T't'PE FINISH MERCER r 1 I PAIR 3' -0" X 10' -0" ALUM/GLASS DOORS ENTRY VESTIBULE / SALES I CLEAR ALUMN. ALUMN. _ _ 1 _ TRANSITION 0 0 / CERAMIC TiLi= 1=c -I *201 BROWN O FLASHING AS FWD. i �- FLOORING: FLASHING AS not).— / / / �c-I • CONCRETE SLAB - CONCRETE SLAB 3 -0" X T -0" SALES / STOCK 2 - - - 2 - - P -1) - PAINT TO MATCH ADJ. WALL. _ 0 — 0 Q 3' -0" X "I' -0" TOILE? ROOM 3 - 3 CP -1 ) 1 TRANSITION TYPES N.T.S. PAINT TO M ATCH ADJ. WALL P - t x e * � NOTE= r� 1 *61X S 1 �� t . 009 . . � � �® ALL 1ET FRAMES METAL / " OU LE TO BE STANDARD 3 ' -4" IN UIIDTH 1 - IOLLOW IMETAL FRAME PAINTED TO MATCH I 4 ADJJ. U100D E DCOR AS PER ;' . � .i •j.i •j.■ •i.a •. ..i .. S:. • T • 4. : :1 . : . .. 11 11 ia" 1 1 X G.WB. i 3 5/8" DOUBLE I'M. STUD e \ RECEIVED ck 0 , ` ILA '� ` \ \ pooR NO. 0 t Q F r /` / ‘ \ / / / ■ // / \♦ � ` `w` 1 ®� �g ;a3 �� \ i. C��`1 � -� ii,--7 lc) 05 �/ • I= 8 Q 0 ' pQQB >�o. 0 r \ V/ SCHECLlLE r _ pOOl2 Ad NO, 0 \ // , ' = 0 , HOLLOW METAL FRAME PAINTED TO MATCH ADJ. r ` i SURFACES WO= DOOR AS PER SCHEDULE � I � _'_ I� � STOREFRONT DOORS SALES /STOCK TOILET ROOM NEW SOLID CORE WOOD DOOR NEW HOLLOW CORE WOOD DOOR AT AT SALES / STOCKROOM AREA TOILET ROOM WITH 10" KICK PLATE (SALES SIDE) HOLLOW METAL FRAME _ V 2 I DOOR HEAD DETAIL 3 DOOR JAMB DETAIL N.T.S. 4 1 DOOR TYPES w U O V7 cn z w 0 w Protect Design 4 Drawings© 2001 Jancan Architectures Original Prototype Design © 2006 Jencen Architecture DRAFTER+ JEHCIEH ARCHITTECTURE HIETLVIL DC SOC a MN C OLOD AVM M A ND lit 44115 P PHONIER 216.781.0)131 FFAL 216■381o0184 6 A6 nnrarnie uro ve won 2 00 co r L ♦M "" L . ^ W W 1 4 --r 0I C c V 0 CO U r � T sco=orpuLms ND CITY COMM