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Permit D08-109 - WESTFIELD SOUTHCENTER MALL - CRAZY 8 - TENANT IMPROVEMENT
CRAZY 8 1036 SOUTHCENTER MALL D08 -109 Design Occupant Load: 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 -109 Occupant /Tenant: CRAZY 8 Building Address: 1036 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 67 CIAL DATE Li THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 1036 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: CRAZY 8 Address: 1036 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: SARAH NIELSEN Address: 1120 E 80TH ST SUITE 211 , BLOOMINGTON MN 55420 Phone: 800 -541 -0821 Contractor: Name: PRODIGY CONSTRUCTION MANAG LTD Address: 186 N HIGH ST , COLUMBUS OH 43230 Phone: 614- 337 -0908 Contractor License No: PRODICM966CS DESCRIPTION OF WORK: TENANT IMPROVEMENT OF NEW MALL SPACE doc: IBC -10/06 Cntylif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Value of Construction: $160,000.00 Fees Collected: $2,872.80 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -109 Issue Date: 05/12/2008 Permit Expires On: 11/08/2008 Expiration Date: 04/10/2010 D08 -109 Printed: 05 -12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have r governing this work • doc: IBC -10/06 City oillTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N Lu Permit Number: D08 - 109 Issue Date: 05/12/2008 Permit Expires On: 11/08/2008 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: Private: Public: Profit: N Non - Profit: N Private: Public: Date: xamined this permit and know the same to be true and correct. All provisions of law and ordinances ed with, whether s ified herein or not. The granting oft p 't does of pr- -ume> fve authority to violate or cancel the provisions of any other state or local laws regulating construction or a ,• erformanc , . I • orized to sign and obtain this development p unit. � 5- Signature: ,- / Date: Print Name: do ✓ M /L " 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 -109 Printed: 05 -12 -2008 Parcel No.: 6364200010 Address: 1036 SOUTHCENTER MALL TUKW Suite No: Tenant: CRAZY 8 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 109 Status: ISSUED Applied Date: 02/28/2008 Issue Date: 05/12/2008 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 doc: Cond -10/06 D08 -109 Printed: 05-12 -2008 16: ** *FIRE DEPARTMENT CONDITIONS * ** • 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 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: Install mechanical stops between shelving units so that when units are rolled together, a 6 inch flue space is maintained to prevent sprinkler obstructions greater than 4 ft. wide. 19: 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) 20: 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 min) 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 nun). (IFC 906.7 and IFC 906.9) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: Cond -10/06 D08 -109 Printed: 05-12 -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 29: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established m section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing m proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 30: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes m case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: 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) 33: 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) 34: 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) 35: All new sprinlder 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 sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 36: 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. 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: 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) 39: 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) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers doc: Cond -10/06 D08 -109 Printed: 05 -12 -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 shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 43: 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. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: 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 -109 Printed: 05-12 -2008 doc: Cond -10/06 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 Signature: • • City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this pe • • es not presume to - e authority to violate or cancel the provision of any other work or local laws regulating construction or the p - o - ance of Print Name: Date: „5"//-z_(c: D08 -109 Printed: 05-12 -2008 CITY OF TUKWIL• Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Company Name: Ac r\k C ∎ I`a`n, \r\C. Building Permiko. 009-- )9 Mechanical Permit No. KO9 (), Plumbing/Gas Permit No. 1 %0 (3-0 6 3 Public Works Permit No. Project No. ?OoI 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.: Co3(o 420 - ao 1 0 Site Address: 103 Co itYcer* e� rYb \\ Tenant Name: C'.rpt.ZcA g' Property Owners Name: WPSk e.kc-k C occlev r,.k:ev1, 1 r1G Mailing Address: ( %GoO1 Wyks \ re ¶_p Vct- Lc Ancie.\PS CA City E -Mail Address: Sa► @ e e c eir S. Corn' GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: Mailing Address:t-1S2> CS1j\ I c0.d Contact Person: C7fh(L\ %A)∎ E -Mail Address: CAW 1 r Ine Sip r- @ ax V. COrle Suite Number: 12 2_17.) Floor: New Tenant: El Yes ❑.. No G1002S State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Srt Wu u \SeY\ Day Telephone: S0O (S'} 1 "O&2 Mailing Address: 112) Fay $?ot \ Skve_e -t - Si ► . Z11, R\caorv\∎nc‘ ton, Ht.) SS'1- 4 City State Zip Fax Number: 0 (S2 1 gS - 490/ Company Name: Z • b . Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record LOW..\S «'0 4:31%, City State Day Telephone: 3141 `'i - 2400 Fax Number: 314 1 4-IS ' 2300 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Ar Vision, Inc . Mailing Address: 1 a SM Craiq Rc d S . Loin& , CY\o Co31yCo 1 City Contact Person: 09 v3;,f -In25i-e r Day Telephone: S-\ \' is - 2460 E -Mail Address: ptt�∎Y\CY1p - ex'@ C V. C.l1W `� Fax Number: 31 4g 2.b 0 QMpphcahons\Porms- Apphc On Lme'3 -2006 - Pefmn Apphcanon.doc Revised: 9-2006 bh State Zip Zip Zip Page 1 of 6 BUILDING PERMIT INFORA ION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 160, COO Existing Building Valuation: $ Scope of Work (please provide detailed information): trN - c 'CSoC r,\ & QLIA' r ij t'e cti \ � rnO•Ak r ) - tp_r\o-v Will there be new rack storage? ❑ Yes 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers sij Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1231 No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Apphcations \Forms - Applications On Lme\3 -200b - Permit Apphcaoon.doc Revised: 9 -2006 bh Floor area of accessory dwelling: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor 2,3gq 7-,3cG 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORA ION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 160, COO Existing Building Valuation: $ Scope of Work (please provide detailed information): trN - c 'CSoC r,\ & QLIA' r ij t'e cti \ � rnO•Ak r ) - tp_r\o-v Will there be new rack storage? ❑ Yes 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers sij Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1231 No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Apphcations \Forms - Applications On Lme\3 -200b - Permit Apphcaoon.doc Revised: 9 -2006 bh Floor area of accessory dwelling: Page 2 of 6 PUBLIC WORKS PERMIT IIikRMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...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 ❑ ...Construction/Excavation /Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ... Val Vue ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private Q:\Applications \Forms - Applications On Lin63 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless— (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size if FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ... Sewa Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: City State Zip 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 — 1 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System i Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 1 Incinerator — Comm /Ind MECHANICAL PERMIT INFLATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T. R. P Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 45 COO Scope of Work (please provide detailed information): ► r•pW VAV (\p1 - �lu^�t�� 'r\e_LA. CCXItc'c>tS net MKS k \ Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... i' Replacement .... ❑ Fuel Type: Electric ® Gas ....171 Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications \Forms- Applications On Linel3 -2006 - Permit Apptication.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 1 Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent i i Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment 1 ` Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPIN RMIT INFORMATION - 206 - 431 -.0 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T d • 'D • Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ IS 000 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): f1P A ) Y1Pp *P`C; ( - C'Cins,t? t Building Use (per Int'I Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications \Fortes- Applications On Line\3.2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: Page 5 of 6 1 111/ 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 THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU HORIZ D }t NTr Signature: —� Print Name: ass-t1N1 Iii t eASe lf\ Day Telephone: & A') IS - O8" Mailing Address: (l2C) Rr k% ' * - PP* • ', 2U, alcorvI■ncytein k 113 S"S4 2- City State Zip Date Application Expires: Date Application Accepted: Q:\ Applications \Fortes- Applications On Line \3-2006 - Pcnnit Application.doc Revised: 9 -2006 bh Date: 2 17- 1 Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -109 Address: 1036 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/28/2008 Applicant: CRAZY 8 Issue Date: Receipt No.: R08 - 01567 Initials: WER User ID: 1655 Payee: PRODIGY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11051 1,766.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - 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 000/322.100 000/345.830 000/386.904 Payment Amount: $1,766.50 Payment Date: 05/12/2008 12:15 PM Balance: $0.00 1,702.00 60.00 4.50 Total: $1,766.50 2272 05/12 9711 TOTAL 1766.50 doc: Receiot -06 Printed: 05 -12 -2008 Receipt No.: R08 -00559 Payee: ELDER -JONES ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -109 Address: 1036 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/28/2008 Applicant: CRAZY 8 Issue Date: Initials: WER Payment Date: 02/28/2008 11:52 AM User ID: 1655 Balance: $1,706.50 TRANSACTION LIST: Type Method Description Amount Payment Check 50933 1,106.30 Account Code Current Pmts 000/345.830 1,106.30 Total: $1,106.30 Payment Amount: $1,106.30 9201 02/28 9710 TOTAL 1405.85 doc: Receiot -06 Printed: 02 -28 -2008 Projecta R A a Li Type of Inspection: : A I Address: 3 (0 � A I 1 Date Called: Special Instructions: . Date Wanted: -7 - Z 3 - 0 (a--.:n7. :n. Requester: Phone No: 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION id 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ! Approved per applicable codes. Do R-- Corrections required prior to approval. COMMENTS: I� t" R A+rr t 4 la - 4 p revA G S W - AP >r -r M C-F C owt 1- 61.6 J 1; tiM 1 (7( 1 (l 7IPA,v (lLI A PPe (NO nspec r: ( Date; 2' 3- cb "• x. 00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be o . i d at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Projec i r4 Z Li g Type of Iras� n / Address: r / Date Called: Special Instructions: Date Wanted: - e:8 7 -i K.J a.m p.m. Requester: Phor No 376..35 // INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ,Vye4 a 7571,-ff Date: 7 / 9 /, , n $61 9 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 1 ktio ;m ottiti Wit "' Project: i / ' 42-- e / 6 Type of Inspection: / -1N4 / Address: / /6 14 Date Called: Special Instructions: Date Wanted: 615 a.m p.m. Req sta r: .�� /V - 33 0 ' 39 /1 INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION L- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 111 Appraired per applicable codes. Corrections required prior to approval. Date: Inspector: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • f Receipt No.: 'Date: COMMENTS: ok ryrn,,f F'< 114c lr5 Project: Type of Inspection: Address: � /® 36 AI Date Called: 4 51 4 6 D. Cell f Special Instructions: Date Wanted k p m _ Requester: Phone No: 6/9 33o 36,74/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 "Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41,4ac CAdd / I? 4tl9�e►/ Atfele z ; Pe rof Date 6/k, ❑ $60.0 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • Project: ,-AZ Type of If '7.e9 i ( Address: /02‘ Mei Date Called: Special Instructions: Date Wan ed: r 13 am Requester: Phone No: be- my INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f- 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P4 Inspe Date: .s /3 rr 58.00 REINSPECTIONIFEE REQIj1RED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. eceipt No.: Date: Projec : r U Type of spectio ui, � � (70-4.5 Address. / 36 m/9 // Date Called: Special Instructions: Date Wanted: Requester: Phone &/ X1'35 a 3C7/ Deg-/09 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'approved per applicable codes. D Corrections required prior to approval. COMMENTS: Date: $ 10 REINSPECTION FEEZEQUIRE Prior o inspection. fee must be p jd at 6300 Southcenter Blvd.. Suite 00. Call the schedule reinspection. Receipt No.: Date: Project: Cpl y g Type of Inspection: ne% Hood 8i Duct: Address: / CN 3 6 Suite #: 5_ L + t ,, iw uL Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood 8i Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER PERMIT NUMBERS CITY OF TUK ILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 2067575-4407 proved per applicable codes. INSPECTION RECORD Retain a GOpy with permit Corrections required prior to approval. COMMENTS: bit r•" Inspector: — y Date: 7 /aj f . Hrs.. k $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form:Doc 1/13/06 T.F.D. Form F.P. 113 Project: Ctg-A7--Y S Type of Inspection: Address: !@ 36 Suite #: , . L w , . Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: V Sprinklers: y Fire Alarm: p , Hood & Duct: N Monitor: Ar ellk ,.j Pre- Fire: - N Permits: ) Occupancy Type: ■ bi4 INSPECTION NUMBER INSPECTION REC • RD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 00 -1± PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ved per applicable codes. Word/Inspecdon Record Form.Doc 1/13/06 Corrections required prior to approval. COMMENTS: c; • Date: - 0 (0,(5 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspetion: P 1-1( sz_ / 1 1 i--,, eitc__ Address: I03 to 4? Suite #: ( ac k %. OIL ( b ; - !(Q?. Phone No.: 1Jc-I i') 1 \ -1, - ,) r) ? r- ..,, r .0 1 T 1 e A c, te.- j Doe i o ) -- 4TDC li. } F" Ni b f Mi b L ) G �c°Y . ' Jrt� 0(- i:)1 / r L f � '- '��: Project: (2,p, —, S Sprinklers: Type of Inspetion: P 1-1( sz_ / 1 1 i--,, eitc__ Address: I03 to 4? Suite #: ( M t,. Contact Person 1 cnr1-4 r.1 - = - . :'ei "orA /; - 76is/ Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 n Approved per applicable codes. Inspector: _ / iZ 7T � r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ° 206 - 575 -4407 Date: 7 j3 /v PERMIT NUMBERS i orrections required prior to approval. H rs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: C gA2y S Sprinklers: T e of I spection: . A d er .��, . L19 f Se - Address: nn Address: / �/ � i C . 117.- Suite #: � - Contact erson: IS' Y - Lo Re AL, Alt.. Occupancy Type: Spedal Instructions: Phone No.: _ C11 _- 3v Needs Shift Inspection: « Sprinklers: Fire Alarm: _ Hood & Duct: Monitor: . • Pre -Fire: Permits: Occupancy Type: 'A • INSPECTION NUMBER FA - Approved per applicable codes. ' .:.s.� - ?-' rte: ~..:%ir<. =d^ r^ INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 - t J 4-; Corrections required prior to approval. COMMENTS: Ekle9,4a , y 1 SP ZJA.z ® rc poteig kAry TAR i y���PP�� Inspector: AN 1 Date: - 71 -z 1 © R . 1. Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 ( '4L f. Project: C. t44- 2 S Fire Alarm: Type of Inspection: c 4v e • Address: Suite #: 3 S � L Contact Person: Special Instructions: Phone Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: rai3C•.^�k y'.+' ! %= .: .,d;`.:t ii+iF✓..ua+i ! "?i ?,�31' a:.x as 't�r ,+is:t— .....:+t.- wsr_v�!xrt�,r Gt.;33'±�•gf.5t ^4,.4 %. �it:"F'•u".(".: Y- }'':�S INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT /cam PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 proved per applicable codes. Corrections required prior to approval. COMMENTS: Ot t C.„, -Q Inspector: 6 l Date: cf / /dg Hrs.: M $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection: Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: CQ4.2 1, Cie;'-. Type of Inspection: _r Address: /0 36 5 .6 4 . 117 41 - Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & D uct: Monitor: Pre -Fire: Permits: Occupancy Type: ,a;:'al*J'xra_ V-M- ..z'xlk✓+Rt - w:9dr.JV rIzoi&,muY+k".A is 1 4 INSPECTION NUMBER N. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 proved per applicable codes: COMMENTS: 1A 1 A0410 °V%/ 64biliE41, dO 04 VL UNn C_ • Y Q 1100 @ zx.� t � END � I (i ZZW w 1 Corrections required prior to approval. Inspector: p /41 1 Date-:5/2/ 08 : 7 Hrs.. • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06` T.F.D. Form F.P. 113 Project: cAejact. Y g Type of Inspection: Address: / 3[ Suite #: 5 - C. ii-164t L Contat Pe on: e. Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 4,_ proved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc • 1/13/06 PERMIT NUMBERS CITY OF•TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: • i_. -. ...4 ,. . C •.. 4.a .b....d Inspector: Date :.: 4 s - ye►g Hrs.: 1 n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from theCity of Tukwila Finarice Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 ai 'was K July 14, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Ken Theodorvich Prodigy Construction 186 North High Street Gahanna, OH 43230 RE: In Process Inspection Report Crazy 8 Store Tukwila, WA Dear Mr. Theodorvich, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila aza & ASSOCIATES, INC. RECEIVED JUL' 2 5 2001 COMMUNITY DEVELOPMENT KA No. 066 -08148 Permit No. D08 -109 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08148 Break Template ruazan at Associates, inc. y« valley venue lvvv, ,ulte lul, ruyallup, vV1 , yes/1, (IDs) ysa -4DUU Project No. 066 -08148 Cyl. Code 80806 Pour Date 6/6/2008 Report No. 20870 Jurisdiction City of Tukwila Permit No. D08 -109 Engineer Architect Client Prodigy Construction Contractor Prodigy Construction Weather Inside Project Crazy 8 Store Location 1036 Southcenter Mall Tukwila Field Data Concrete X Other Supplier Cadman CYLINDER REPORT Plant No. 54 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:59am 282 8845714 4 62 54 Placement Area Location SOG w/ vapor barrier @ slab cutouts Remarks Placed via wheelbarrow, consolidated by hand finish. 2 cubic yards total. Please refer to field report #82141. Inspector Mike Allen Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Fonn 03101 Revision 3 Effective Date 5/17/04 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assocb Reported Batch Data Design Actual Weights Weights Mix No. 603081 Cem. lbs. F. Ash lbs. Weights C. agg. lbs. 1 Not C. agg. lbs. 2 On C. agg. lbs. 3 Ticket Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80806 -1 6/13/2008 7 4.004 12.59 57020 4,530 1 TN 80806 -2 7/4/2008 28 4.013 12.65 81840 6,470 1 MT 80806 -3 7/4/2008 28 4.013 12.65 80895 6,390 1 MT 80806 -4 H 1 80806 -5 80806 -6 80806 -7 80806 -7 Remarks Results Reviewed By0.67 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) 1 { dt. `Yid K r azari = •1 & ASSOCIATES, INC. June 30, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Ken Theodorvich Prodigy Construction 186 North High Street Gahanna, OH 43230 RE: Special Inspection Crazy 8 Store Tukwila, WA Dear Mr. Theodorvich, RECEIVED JUL 0 9 2008 I MUN1TY IDELVeLOPIXENT KA No. 066 -08148 Permit No. D08 -109 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 4 through June 6, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08148 DFR Template ® Krazan &ASSOCIATES,INC. DATE: 6-4 -08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-08148 PROJECT: Crazy 8 LOCATION: # 1236 South Center Mall KRAZAN PROJECT MANAGER: K.E.G. 1) Met with the contractor to verify inspection and review plans. Superintendent/Representative: Reinforcing Steel FIELD REPORT NO.: 8148DFR060408 -gn CONTRACTOR: Prodigy Construction PERMIT NO: D08 -109 INSPECTOR: George Nail! JURISDICTION: City of Tukwila WEATHER: Cloudy Arrived on site as requested by the contractor to perform Reinforcing Steel inspection in conformance to project plans and specs. 2) Performed visual inspection of plumbing trench infill reinforcing steel, revealed resteel to be complete per plans and specs. 3) Placement inspector to verify clearances prior to placement of concrete. Temp: 55 F Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed in accordance with the approved p ans. specifications, and regulatory requiremakip Technician George Neill Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 8 2141 DATE: 6 - to - 0 8 CONTRACTOR: / PROJECT #: 06 6 - 0 8/4' g JURISDICTION: '7' ✓.le,...J/4 PROJECT: e/-4 8 PERMIT #: b o - JO p LOCATION: , f /D ,( 5o "i ,,:rn .� INSPECTOR: �i .. 4//07, KRAZAN PROJ MANAGER: /-e WEATHER: zei,Sja _ TEMP: 0� ..5/74 s re°74/4.r.h.. Gen er-e -fie /�4 7 /rys C6/7 � f /C2 (-t >> a . Jt/�r�s' �a� A� e�.l.0i. JJ i �c #' 46 3 e5 8/ 4,/ .s /7," n '71.s . .A1iy zwas e / 474d 1 ✓�e(f� f04�i o d r s���7i' , i cS7 -•�� 7 Z8 fi 7 a Superintendent /Representative: 1501 Field Repnrr.doc Equipment/Asset Number(s): To the best of my knowledge, the above 413/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremel r Technician: Serving the Western United States Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 30, 2008 KA No. 066 -08148 Permit No. D08 -109 Mr. Ken Theodorvich Prodigy Construction 186 North High Street Gahanna, OH 43230 RE: In Process Inspection Report Crazy 8 Store Tukwila, WA Dear Mr. Theodorvich, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08145 Break Template •s•wrY•• Mnoo. V•M ►v0 111V• ./a.i • 01107 P1 • Or BYO r•• •, VY1t0 10•, • Y' canasta, • WI, :AU./ '/JJ -LJVV ryroject No. 066 -08148 Cyl. Code 80806 Pour Date 6/6/2008 Report No. 20870 Weather Inside Project Crazy 8 Store Location 1036 Southcenter Mall Tukwila Client Prodigy Construction Field Data Concrete X Other CYLINDER REPORT Supplier Cadman Plant No. 54 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:59am 282 8845714 4 62 54 Placement Area Location SOG w/ vapor barrier @ slab cutouts Remarks Placed via wheelbarrow, consolidated by hand finish. 2 cubic yards total. Please refer to field report #82141. Inspector Mike Allen Laboratory Data Jurisdiction City of Tukwila Engineer Architect Contractor Prodigy Construction Permit No. D08 -109 Reported Batch Data Design Actual Weights Weights Mix No. 603081 Cem. lbs. F. Ash lbs. Weights C. agg. lbs. 1 Not C. agg. lbs. 2 on C. agg. lbs. 3 Ticket Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Design Strength 3,000 @ 28 days Date Specimens Rec'd. Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80806 -1 6/13/2008 7 4.004 12.59 57020 4,530 1 TN 80806 -2 7/4/2008 28 1 80806 -3 7/4/2008 28 1 80806 -4 H 1 80806 -5 80806 -6 80806 -7 80806 -7 Remarks Results Reviewed By \ap Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Fonn 03101 Retsbn3 Effective Date 5/12,04 The Infomiatbn provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permissbn of the client and Krazan d Assam 41 Y . d �lfi�. `LZ ON A. /221 czc•a RECEIVED 4 & ASSOCIATES, INC. _P'' "J 0 2 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COMMUNITY CONSTRUCTION TESTING & INSPECTION OJiILOPtWT May 27, 2008 KA No. 066 -08108 Permit No. D08 -100 Mr. Wayne Wkliewer Greenwood Construction Co. 12637 South 265th W Daper, UT 84020 RE: In Process Inspection Report White House Black Market Tukwila, WA Dear Mr. Wkliewer, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC • i Kathryn E. Gordon Project Manager Puyallup Division CC: Ciry of Tukwila Offices Serving The Western United States 922 Vallr.v ; \venue VW Suite 101 a Puyallup. Washington 98371 • (253) 939 -259r o Pax: (2531 939 -2556 09108 Meal. ierrpra[r rmacan a /Associates, Inc. yi.c valley /A venue Ivvv, buue iu 1, ruyanup, VVN, cost 1, (cos) uou- L"Jff1• Pro}e`ct No. 066 -08108 CyI. Code 80642 Pour Date 5/15/2008 Report No. 21262 Weather Sunny Jurisdiction City of Tukwila Permit No. D08 -100 Project White House Black Market Engineer Location 656 Southcenter Mall Tukwila Architect Client Greenwood Construction Co. ontractor Greenwood Construction , 10 03==MP ddir=14 i121... -. .,n ...: Field Data CYLINDER REPORT Concrete X Other Supplier CorliSs Plant No. 2 Inspector Mike A. Preciado Laboratory Data 80642 -1 5/22/2008 80642 -2 6/12/2008 80642 -3 6/12/2008 80642 -4 80642 -5 80642 -6 80642 -7 80642 -7 Remarks Results Reviewed By Codes for Break Types: 28 28 H Measurement Uncertainties: ASTM C -39 +/- 8% l'orrn 3101 Roolsbn 3 Effective Date 5/12;C The information provided on this rorod s prepared nr the exclusive ass of the Thos Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:OOpm 146 39224 5 75 65 Placement Area Location 6" SOG pour strips @ rear bathroom plumbing. Remarks Concrete placed by wheel barrows. Please refer to field report #82568 Design Strength 3,000 @ 28 days rind may .wt ha roprodnuvf .11 my 'olmat without tiro /Men ponnsson el the Clnet and Hr0Lan & Batch Data Design ActrJa1 Weights Weights Mix No. 515000 515000 Cem. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4.007 12.58 42795 3,400 SS Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other J Test Result, Conformin Date Reviewed 4 • ` ` Non- Confai 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) 1 ZELIII Ma ."1"."P 1< �,. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COMMUNITY CONSTRUCTION TESTING & INSPECTION May 27, 2008 KA No. 066 -08108 Permit No. D08 -100 Mr. Wayne Wkliewer Greenwood Construction Co. 12637 South 265th W Daper, UT 84020 RE: Special Inspection White House Black Market Tukwila, WA Dear Mr. Wkliewer, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 15, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC r Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup. Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 114104 DFR («nplate RECEIVED << .. 0 2 2008 DEVELOPIy1ENT / Superintendent /Representative: azn & Associates, Inc. JE: = �r +N•C.�L ENC.NEER:NG • EN+RCNNEN , _NCiNEER.NG CO`.S'R„_ •CN TES NGAN.0 INSPEC_ON DATE: 5ji// 5/4ce PROJECT #:4b- C,15 PROJECT: /4 /r44Te/•K.SVe he/cY/. j,#17 LOCATION: ,r- - yk Ce4,47ER KRAZAN PROJECT MANAGER: A Opt/ 51 re /95 44,e Ce 37 C /.y n arl T02.0CrO,C re. /°E,2 pa/e/0-, j, 2 ecr cL, / T li,,Th L' To (Zf'ur - u/ j,7 /a•- s fe S ' s DQE' - vi a r i //./7 1 /6 Fat /•I /G e •-. e o G y - ,oGw ce S . C.v/ 5 fi / sr 'r r. et/ I i. ra / /�1rretJ /'A/ce a FQ /.7if1-42r rI /J iGiic. -, A /4. .49// [.t/G2K 19 PE2 5/76 fl /un.5 / s,a¢ -c' t FIELD REPORT NO: f .' " .' CONTRACTOR: JURISDICTION: G T cif 7 4''w //9. PERMIT #: _go, 9r - / (0® INSPECTOR: r, .6 5z, WEATHER: CApeteCc4.57 Technician: 7R A di Serving the Western United States › a TEMP: ;--a o '- Equipment/Asset Number(s): C 'I'e c eSr Jf <r e. 'i e _Ci:,.= „Al; „ S \,CT, Cerf :r«''e . f CC.:r Cr :: a tr. 're cc or's 'E?: :u r)r'er..s r =per 1 Equipment/Asset Number(s): Supenntendent /Representative: azan & Associates, GEGTEC -NICAL ENGNEEP .0 • EN /IPCNM =N`.. ENGNEER NG TES NO DATE: S /5=08 PROJECT #: 06 6, O /0 PROJECT: I/// /72- /h AAee /71i4>e/4r LOCATION: 1,(/E$'7 t- /e - LL2 fl;i¢zz. '"c / d'S4o KRAZAN PROJECT MANAGER �C Inc. l,.c) 4fTi, , c, , f sT --r.� /3 c.v �72-4e . 5 f o .e'e,/ . -4. /61/e5fgac jl'�J .0 0 �� /N f. .c 'v e- ---7 r c� �.* -m�n� pe-i2 G , le 5 <.A/) e3,(1 C / 2 4 y e . / `) IZe 4 ,- . 1 9 / ` 5 % e ' l e e / 2 6 2 ' S 7-e'' E' " i Lc! + 3. Ai() 714 '/ oL),e 5� /'/ 5 7, L. /.v Lc /3, S /1? 'To /3' d �5 , 5- sgat/c - r> C-Acta*1 / A-� f 6" S 4 e � � y S' es /_s atro /37 Li S S 771 /4-6 4 50 / � wind 4:4. I3/¢/Z0 uJ S Ca.' oLio'+7 r7 /5 C! DO C.1ic. 4 ...., A . 7 ,16,,e. /9,4-2.,c2/ ....-7.2._ 7. s e4-ig- Gruict.-__S ("to x (on) i A' Ai,: /T .i. T , r� !� / ,, / -c' - 0 1 15 S 3a ° o p / SL U. '' 4 'r — C l t ,4_7 c�,2 • FIELD REPORT NO: i CONTRACTOR: r , -4/::` JURISDICTION: c,T7 c T ✓lLu L04 PERMIT #: i7e', /e.0 INSPECTOR: /y/, 4. 1 &e - - C / AD o WEATHER: /,v pot, •2. TEMP: 60 11)— .G •e Je51 oI '"Y < CNA, ecge • ,. /. 1 j.-/ • $ NC z erfor e :c:cracf ce ro e Cr: eC c•• Gr'S scec c' s d '2C., G' :eq:..rer.'er. s Technician: (4) DD/25; w cy157- T-0/2_ 57-4,e-A.)7-,-/ r�.1. /,�/(, . cS E' G ,, YL- /3A -Tc4 P',4-7Y1 / 2122 Serving the Western United States Project Info Project Address CRAZY 8 Date 2/27/2008 SOUTHCENTER MALL For Building Department Use SEATTLE, WASHINGTON Applicant Name: Applicant Address: Applicant Phone: 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form REGISTERED FILE CO If Perm No bOB l09 Revised July 2007 •r 1. E RECEIVED FEB 2 8 2008 PERMIT CENTER Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location VAV -1 TITUS DTQS -7 82200 2740 660 N/A N/A IN SPACE Fan Equipment Schedule Equip. ID Brand Name Model No. CFM Sp HP /BHP Flow Control Location of Service VAV -1 TITUS DTQS -7 2740 0.50 1 HP VAV IN VAV 9 KW N/A Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' VAV -1 TITUS DTQS -7 30717 2740 660 9 KW N/A Project Info Project Address CRAZY 8 Date 2/27/2008 SOUTHCENTER MALL For Building Dept. Use SEATTLE, WASHINGTON Applicant Name: Applicant Address: Applicant Phone: 2006 Washington State Nonresidential Energy Code Compliance Form Mect anic`a1: J i s d ru xfiM`a 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2007 Compliance Option Q Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 1 If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 2006 Washington State Nonresidential Energy Code Compliance Form ,ech ant ci Jac i�ItY xN 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 Reference Section 1421 otal Ca . wo economize <240,000 Btuh or 10 %? Heating /Cooling or Cooling Only Yes Reference Section 1423) Simple System Allowed (section 1420) Use Complex Systems (section 1430) 1 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP /BHP Flow Control Location of Service Efficiency Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Project Info Project Address CRAZY 8 Date 2/27/2008 SOUTHCENTER MALL For Building Dept. Use SEATTLE, WASHINGTON Applicant Name: Applicant Address: Applicant Phone: L ill 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option [� Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1 G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? ` �f'1 a u m rn Chan' 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. ( START ) Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Heating /Cooling or Cooling Only Simple System _• Allowed (section 1420) otal Ca . wo economize <240,000 Btuh or 10 %? Reference Section 1423 Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. �•:. : - -�. ylh.i.i5� . ,, r , y F ' * ,w ' ,1 : :. .7 t } „.w, wi • ��, t. -- . • an ;', y�,tr,b' l i'�� CZ ', M ch ical 3Complex Systems Chec klist= , O l . ,.. ,., .. �., �,.,. ........ ... ...„� ;., s� , _....a .�.,,; } l, „�,.,.,� {7. >C o, 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address CRAZY 8 Date 2/27/2008 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup Start Here Section 1411.1 Equipmen Effidency Shall Meet Tables 14 -1A through 14 -1G Yes • 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input 2 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required 2006 Washin• ton State Nonresidential Energ Code Compliance Form no” is circled for any quest provi exp Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. as /Oil Fuma • input 2 225,000 tuh or Gas/0 't Heat Air System Serving Multiple Zones? apacity of H Heating System > 00,000 Btuh Yes • 1411.1 0.75% Maximum Jacket Loss Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required Yes No Section 1432.2.2 Hot Water Supply Temperature Reset Required Yes e chan i ca o mplex System 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form s0% Air Econ Provided? Section 1413 Water Cooled w/Water Econo? otal Clg Capacity w/ Water Econo 500 Tons? pply Air >5,0 cfm & OSA > 70% otor Incl. l qpmt. Covr'd by TbI 14- 1A -14- 1G? EER 10% Better than Code tal Cap. cono <= 480,00 Btuh or 20% of otal Cap. Section 1436 50% Effective Heat Recovery Required Yes Yes Yes No DONE Yes _÷ Yes-■ Yes--10. Yes Multi-speed Motor in Multi- eed system Yes Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating Retooling No--► Yes-* Yes ► Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes Section 1433 Economizer Required Yes Section 1437 Motors Must Meet Efficiencies in Table 14 -4 1 Yes stem or Zon w/ Simultaneous Htg. & Clg.? Application Involves Variable Flow? Section 1438 Variable Flow Devices Required 1 Yes Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Revised July 2007 Open Motors Closed Motors 3,600 1,800 1,200 3,600 1,800 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 •91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 �y • -S Vii•• T: ny�;•:a'G. ts? El ectric Moto 2006 Washington State Nonresidential Energy Code Compliance Forrns Revised July 2007 Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). VAV Motor No. or Location Minimum Nominal Full-Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 1 HP 2006 Washin. ton State Nonresidential Energ Code Com•liance Form CRAZY 8 Type (open /closed) open FAN POWERED VAV Description of Application or Use Date 2/27/2008 For Building Department Use Synch. Speed 1200 Min.Nom. Full load Efficiency 85.0% Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B). 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. , - i . ',,ti ; a t '�'h 4 ; : : i .,i: , 3 , r S :,v , , • , fi t : . ..4„,,...., •.t� � c.� t r n rr + r a iryti ' <" ' 9 q .y,y F r � n �yM t ,�rt3,� ���+ 'eF� �MECH CHK .� . M echa n ical P , e rmutP4l : ansrCh ec k�ist , w t .t, .n. " E ra�.i , ' .swM,,a., 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address CRAZY 8 Date 2/27/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 =1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans Mi.O n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum n.a. 1412.3 Humidity control Indicate humidistat n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M3.0 n.a. 1412.4.2 Optimum Start Indicate optimum start controls n. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans Mi - 0 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M yes 1414.2 Duct insulation Indicate R -value of insulation on duct Mi . 0 n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan Mi . o yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing Mi .0 n.a. 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report Mi .0 n. a. 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off n.a. 1443 Pipe Insulation Indicate R -value of insulation on piping n. a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n. a. 1453 Pool heater controls Indicate switch and 65 degree control n. a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: • 2006 Washington State Nonresidential Energy Code Compliance Form echani F Revised duly 2007 2006 Washington State Nonresidential Energy Code Comp Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not Tess than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. - Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 • 2006 Washington State Nonresidential Energy Code Compliance Form echani F Revised duly 2007 2006 Washington State Nonresidential Energy Code Comp Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not Tess than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. - Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying • • 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying a j capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area SALES FIXTURE Al - RECESSED COMPACT FLUORESCENT SALES FLOOR 1.50 2399.0 3598.5 SALES 69 MERCHANDISE DISPLAY EXEMPT. TRL 15 -1 FOOTNOTE 10 1.50 2399.0 3598.5 17 60.0 1020.0 STOCK 4 FT STRIP FIXTURE m-I 7 •• From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 7197.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES FIXTURE Al - RECESSED COMPACT FLUORESCENT 50 35.0 1750. 0 SALES FIXTURE T3 69 45.0 3105.0 SALES FIXTURE Cl - INCAND. PENDANT 17 60.0 1020.0 STOCK 4 FT STRIP FIXTURE m-I 7 31.0 217.0 `".`•-•----"'.• cm c n TOILET FIXTURE F - WALL MOUNT FI hb pp �a 1 32.0 32.0 C 200° . MAR 1 r 1 '`iity Of Tukwila Total Proposed Watts may not . E aI *Altowed�W ref xr - p L1JlItlU U'j�iU�trio Total ero v Proposed P d W p 6124.0 } Interior Lighting LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address CRAZY 8 1036 SOUTRCENTER MALL TUKWILA, WA 98188 Applicant Name: GYMBOREE CORP. Applicant Address: Applicant Phone: kep. Date 2/25/2008 For Building Department Use FILE COPY I o. Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive O Lighting Power Allowance Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) No changes are being made to the lighting Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Proposed Lighting Wattage otes: 2006 Washington State Nonresidential Energy Code Compliance Form Summary Revised July 2007 1. For proposed Fixture 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, Tamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual 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 /Fixture blank. RELENTLD FEB 2 8 2008 PELiMIT GENTFF Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 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 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants /bars5 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces 1.0 Theater, motion picture - 1.2 Health care clinic 1.0 Theater, performing arts 1 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall'" 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 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum Fnnfnnfoc fn Tnk,Ie 4 C_4 r 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 2006 Washington State Nonresidential Energy Code Compliance Form In Lighting ;Summary (back) 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -INT Prescriptive Spaces Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy: Q Warehouses, storage areas or aircraft storage hangers *Other Lighting Fixtures: (Section 1521) J Check if 95% or more of fixtures 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- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power All Revised July 2007 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 shall 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 watts 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 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft 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 wall). b) adjustable in both the horizontal and vertical axes (vertical axis 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 lamps. This additional lighting power is allowed only if 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. Lighting Motor, and Transformer Permit Plans Checklist LTG -CHK 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address CRAZY 8 Dat 2/25/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n. a. (a) timer w/backup Indicate location n . a . (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n. a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 'Max. watts 'Indicate watts for each exit sign 1 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n. a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. ' 1511 I Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency 1 ' TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency 1 I 2006 Washin•ton State Nonresidential Ener Code Com.liance Form If "no" is circled for any question, provide explanation: Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or 2006 Washin•ton State Nonresidential Ener• Code Com•Hance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). DEPARTMENTS: ision Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 •PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -109 DATE: 04 -01 -08 PROJECT NAME: CRAZY 8 SITE ADDRESS: 1036 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 BEFORE Permit Issuec Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 04 -03-08 Not Applicable No further Review Required DATE: DUE DATE: 0501-08 Not Approved (attach comments) n DATE: n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -109 DATE: 02 -28 -08 PROJECT NAME: CRAZY 8 SITE ADDRESS: 1036 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #_ Revision # After Permit Issued DEPARTMENTS: P3IJc Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP r • 6 111 4wU Fire Prevention Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved with Conditions n [,1 DATE: DATE: Ida- 3 -4. ° 5 Planning Division Permit Coordinator DUE DATE: 03 -04 -08 Not Applicable ❑ No further Review Required DUE DATE: 04 -01-08 ice! 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) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 gl•ol - t Summary of Revision: kV i !E 1liimir Ikl ae%U -COAA- Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 gl•ol - t Summary of Revision: a7 (Awl/ow evAANtl kV i !E 1liimir Ikl ae%U -COAA- Qtv t CfIA� di L L -- cif 1 eceived by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: • Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: SITE ADDRESS: Oftrilk t eIG AA 44, REVISION LOG PERMIT NO: II D( b- l ORIGINAL ISSUE DATE: kt (A (please print) (please. print) (please print) (please print) (please print) • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: at V L I Lib Plan Check/Permit Number: pp4z - I oq Response to Incomplete Letter # ❑ Response to Corr ct" n Letter # Revision # 1 e Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cn 2 Project Address: 1 03Co Sou*Ncpin-1 - er 1 y\ -AXl - space k O Contact Person: _•c�h �� e�SQr Phone Number: 5Kb0l I - CR2 -i Summary of Revision: 12.2V\S ∎0Y -1 O Ce∎\\v\q in So\es SA c -R' rvv Add∎r oc‘ of t am tr d r i es, class ■chi- rem Se_d ( Mac ) Sheet Number(s): A0.0 A0.1 P 2 . I 1 A? .1 , F14.1 Pt S. t , A S. z A R. t R 6 . l "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (Al O(1 �cb \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director AEC Cfl aF cA APR 0 1 1008 PERMIT CENTER March 25, 2008 City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 RE: Crary 8 Westfield Southcenter Project No. 080078 To Whom It May Concern: AR I N C O R P O R A T E D S A I N T L O U I S / D A L L A S ARCHITECTURE • ENGINEERING • STORE PLANNING This letter is in response to changes to the approved permitted drawings for the above project. If you have any questions, comments or need any additional information regarding this letter please contact Greg Winchester at ArcVision Inc. 800 - 489 -2233. A0.0 Revised landlord contact info. A0.1 Revised ceiling spec for stockroom. Updated ceiling information on responsibility schedule. Revised glass door height on door legend. A2.1 Added wall furring at the rear of sales area for fixture support. . Updated partition legend for extent of gypsum board. Revised keyed notes 1, 2, 4A & 29. A3.1 Revised front room of sales area to have gypsum board ceiling. Added landlord notes. A4.1 Revised elevations to indicate gypsum ceiling at front of sales area & revised soffit heights. A5.1 Revised spec for reveal. Revised glass entry door height & show window height. A5.2 Revised spec for reveal. Revised height of glass doors on detail 1. Revised height of glass and soffit on detail 2. A5.3 Revised spec for reveal. Revised location of storefront per lease line on details 1, 3 & 6. Revised glass header detail 2 & door header detail 9. A6.1 Revised threshold spec on detail 5. Added gypsum board ceiling detail 13. 1950 Craig Rd. - Suite 300 • St. Louis, MO 63146 • Phone (314) 415 -2400 • Fax (314) 415 -2300 E1.1 Added power general notes 22 -24 & revised note #21. E2.0 Revised lighting keyed notes 1 & 3. Added emergency light to restroom. E3.0 Revised light D 1 on schedule. E4.0 Revised power riser and panel schedule HV. E5.0 Revised lighting spec 16201. M1.0 Added landlord notes. M2.1 Added landlord notes Sincerely, C, Qki1/4-J-4 CC: File Greg Winchester Project Manager • • Arc Vision Inc. 1950 Craig Rd. - Suite 300 • St. Louis, MO 63146 • Phone (314) 415 -2400 • Fax (314) 415 -2300 • The Gym Bone® March 5, 2008 Tukwila Building Division / Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Crazy 8 Southcenter Mall Tenant Acknowledgement Letter Dear Sir: Tenant improvement permit for Crazy 8 at Southcenter Mall, Tukwila Permit No. D08 -109 is issued subject to the following condition: Sincerely, Corporation Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the Crazy 8 store will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. Melinda de la Cruz V Sr. Project Manager (415) 278 -7989 melinda_delacruz@gymboree.com The Gymboree Corporation 500 Howard Street San Francisco, CA, 94105 RECEIVED errs, OF rim/RA APR 01 2008 PERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 I Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 t I Water closet, tank or valve, >1.6 GPF 8 4 Ul 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 ( D 7j Socivi -t Cf(' tt /11.4 LC- Property Street Address City l vt f ccA' it-A- wtfr FtPI.P ()g tN Owner's Name Subdiv. # 1058 (Rev 9/07) bcj-109 .a Z State ZIP Subdivision Name Lot # Block # Building Name (if apPli ( 310 ) 8q 4 761 Owner's Phone Number (with Area Code) ( ) Property Contact Phone Number (with Area Code) Owner's Mailing Address 1160 ( yo1 tvL LU- !ter G- -L-4J` C4 ivc zr 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 RCE For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) 6 yfV epr — Sry flow* P -Pr AnfGU'CO CA- 1 - tu ie041.44- 614 dr 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 and r some circumstances. Demolition of pre existing building? ❑ Yes No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: NO NV Estimated Wastewater Discharge: 0 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B C. 2 o - z RCE 0 RCE FEB 2 8 2008 r : .,... :1 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Representative White - Kme County Yellow - Local Sewer Acencv P nk - Sewer Customer q,Nc., ;% License Information License PRODICM966CS Licensee Name PRODIGY CONSTRUCTION MANAG LTD Licensee Type CONSTRUCTION CONTRACTOR UBI 602362604 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 186 N HIGH STREET Address 2 City COLUMBUS County OUT OF STATE State OH Zip 43230 Phone 6143370908 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/10/2004 Expiration Date 4/10/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HOLBROOK, JOE PRESIDENT 02/10/2004 GUNNOE, BRIAN VICE PRESIDENT 02/10/2004 Look Up a Contractor, Electrician 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. THE • Bond Information Bond # 2 Bond Company Name CINCINNATI INS CO Bond Account Number B8857387 Effective Date 03/11/2004 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 03/29/2004 Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= PRODICM966CS 05/12/2008 1. THE COMPLETE CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE DRAWING INDEX, THE TENANT INVITATION TO BID PACKAGE, AND ALL MALL CONSTRUCTION REQUIREMENTS. Z THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY A AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY BE IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER & ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND I SUBCONTRACTORS, HVAC, ELECTRICAL, PLUMBING, ETC.). 4. SUBMIT A SPECIFIC CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS TO THE PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF 1 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION ( FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ORDINANCES. 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. 8. `TYP.' SHOULD MEAN THAT THE CONDMON IS REPRESENTATIVE FOR SIMILAR CONDfI10NS THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED 'TYP.' ONLY ONCE WHEN THEY FIRST OCCUR. 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL ALERT THE TENANT PROJECT MANAGER AND THE ARCHITECT OF ANY GROSS INCONSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. 10. ARCHETECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND AND B ENCNEE RN G S DRAWI GS THE GENERAL CONTRACTOR NOTIFY THE PROJECT MANAGER IMMEDIATELY. 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FINISHED FACE OF CONSTRUCTION, UNLESS OTHERWISE NOTED. 12. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE TENANT OR ARCHITECT, UNLESS OTHERWISE NOTED. 13. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE TENANT PROJECT MANAGER OR THE ARCHITECT UNLESS NOTED + / -. 14. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE TENANT PROJECT MANAGER. 15. COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE INCLUDING COMPLIANCE WITH "MALL WORKING RULES ", LOCAL NOISE ORDINANCES, THE USE OF ELEVATORS, TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY BARRICADES, LIGHTING, SIGNAGE, AND GUARDRAILS AS REQUIRED BY OWNER AND /OR APPUCABLE REGULATORY ADVISORY FOR THE PROTECTION OF BUILDING OCCUPANTS, WORKERS AND PEDESTRIANS. PERFORM ANY AND ALL CUTTING PATCHING 16. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, � � REPAIRING AND THE UKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDMON. ALL ROOF PATCHING SHALL RETURN AREA TO "UKE NEW CONDMON. PRIOR TO BIDDING, G.C. TO VERIFY ANY ROOF WARRANTIES WTIH LANDLORD AND INCLUDE IN CONTRACT. 17. IN THE EVENT HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE PREMISES DURING THE EXECUTION OF THE WORK, NOTIFY THE TENANT AND LANDLORD IMMEDIATELY BEFORE PROCEEDING WITH THE WORK. 18. CONTRAC TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2--A 10BC ' / WITHIN 75 TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 19. PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REMOVED DURING THE PERFORMANCE OF THE WORK. 20. OMPLETION R ON A DAILY BASIS. NEAT, CLEAN AND ORDERLY RUBBISH AND CONDMON UPON THE SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER - FURNISHED HMS AND TRASH GENERATE) BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. CRAZY8 8 STORE NO. 6031 S O U T H C E N T E R MALL SPACE #1220 1036 SOUTHCENTER MALL TU KWI L.A, WA 981 SS NORDSTROM r MA E _ JC PENNEY ( 19 _ LANDLORD: OWNER/'TENANT: ARCHITECT: MEP ENGINEER: A CC C ®�� A�� p(� p W Vi "I Z� WESTFIELD CORPORATION, INC )KWY. g 111 CO 11601 WILSHIRE BLVD. 14th FLOOR LOS ANGELES, CA 90025 TEL: 310 -893 -4761 FAX: 311 CONTACT: JOSH KIMMEL EMAIL: jkimmel @westfield.com GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 TEL: (415) 278 -7989 FAX: (415) 278-7550 CONTACT: MELINDA DE LA CRUZ EMAIL: melinda_delacruz @gymboree ARCVISION INC 1950 CRAIG ROAD ST. LOUIS, MO 63146 TEL: (314) 415 -2400 FAX: (3 '. CONTACT: GREG WINCHESTER EMAIL: gwinchesterC�arcv.com ARCVISION INC 1950 CRAIG ROAD ST. LOUIS, MO 63146 TEL: (314) 415 FAX: (31 CONTACT: GREG WINCHESTER EMAIL: gwinchester@arcv.com FI LE OPY Permit Plar mew approval is subject to WM Ts and ordeals:ins. Ap of Cof1SV the violation of adopt of approved F� • . I By .. f-109, CE' per� ®° � Date: 0 • V I ity of Tukwila - ® * BUILDING DIVISION -� IIla ®l ® il . S . 1 G SEARS - ■ CRAZY 8 I' LEVEL: � OF 1 N 1 oq SOUTHCENTER MALL SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 A/E PROJECT NO: DRAWN BY: CHECKED 9Y: 080031 JAW GSW VICINITY MAP MALL KEY PLAN ACOUS. ACOUSTICAL Jr. JOINT A.D.A. AMERICANS WITH DISABIU11ES ACT LAM. LAMINATE ADJ. ADJUSTABLE LAV. LAVATORY A.F.F. ABOVE FINISHED FLOOR UN. LINEAR ALUM. ALUMINUM LL LANDLORD ALT. ALTERNATE LP. LOW POINT APPROX. APPROXIMATE LT. LIGHT ARCH. ARCHITECTURAL MAX. MAXIMUM BD. BOARD MDO MEDIUM DENSITY OVERLAY BLDG. BUILDING MECH. MECHANICAL BLKG. BLOCKING MFR. MANUFACTURER B.O. BOTTOM OF MIN. MINIMUM CAB. CABINET MISC. MISCELLANEOUS CLG. CEILING M.O. MASONRY OPENING CL CLOSET MID. MOUNTED COL CLEAR MIL METAL COL COLUMN (N) NEW CONC. CONCRETE N/A NOT APPLICABLE CONSTR. CONSTRUCTION N.I.C. NOT IN CONTRACT CONT. CONTINUOUS NOM. NOMINAL NO. or DBL DOUBLE N.T.S. I NOT TO SCALE NUMBER DIA. DIAMETER O.C. ON CENTER DIM. DIMENSION OPNG. OPENING DN. DOWN OPP. OPPOSffE DWG. DRAWING P. LAM. PLASTIC LAMINATE (E) EXIST1NG PLYWD. PLYWOOD E EEACCVHATION PR. PAIR ELEC. ELECTRICAL REC. R CESSED TREATED EMER. EMERGENCY EQ. EQUAL R. RE REQ'D. REQUIRED EQUIP. EQUIPMENT RM. ROOM EXT. EXTERIOR R.O. ROUGH OPENING F.A. FIRE ALARM S.C. SOLID CORE F.D. FLOAT DIMENSION SCHED. SCHEDULE FIN. FINISH SPEC. CABINET' SIM. SIMILAR SPEC. SPECIFICATION F.H.C. FIRE HOSE CABINET SQ. FT. SQUARE FEET FLR• FLOOR S.S. STAINLESS STEEL FLASH. FLASHING S.T.C. SOUND TRANSMISSION COEFFICIENT FLUOR. FLUORESCENT STD. STANDARD F.O.F. FACE OF FINISH STL STEEL F.O.M. FACE OF MASONRY STOR. STORAGE F.O.S. FACE OF STUDS F.R.T. FIRE RETAR TREATED STRL. STRUCTURAL GA GAUGE GA. SUSPENDED G.C. GENERAL CONTRACTOR SAL TYMME GYP. GYPSUM TEMP. TEMPERED ED H.C. HOLLOW CORE H.C. THICK HDCP. HANDICAP T. TYP TOP IC OF CONCRETE HDW. HARDWARE U.O.N. UNLESS OTHERWISE NOTED HT. HEIGHT HORIZ. HORIZONTAL U.S. UNDERSIDE H.P. HIGH POINT VERT. VERTICAL HR. HOUR V.I.F. VERIFY IN FIELD IN. INCH W.C. WATER CLOSET INSUL INSULATION WD. WOOD INT. INTERIOR W.R. WATER RESITANT JST. JOIST W/ WITH SEPARATE PERMIT REQUIRED FOR Mechanical Elec #ncal ,� l umbing L� Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes p shall be made to the scope of work without prior approval of Tukwila Buildin Division. NOTE: ReVlsionsi will require a new lan submittal and may include add Tonal plan review fees. ---- - SCOPE OF WORK APPLICABLE CODES EDITION BUILDING CODE: I NTERNATIONAL BUILDING CODE 2006 MECHANICAL CODE INTERNATIONAL MECHANICAL CODE 2006 PLUMBING CODE UNIFORM PLUMBING CODE 2006 ELECTRICAL CODE NATIONAL ELECTRICAL CODE 2005 ENERGY CODE WASHINGTON STATE ENERGY CONSERVARION CODE -- FIRE CODE INTERNATIONAL FIRE CODE 2006 OCCUPANCY USE GROUP: M - MERCANTILE BUILDING CONSTRUCTION TYPE: II - UNPROTECTED NONCOMBUSTIBLE SPRINKLER SISIEM• YES PROJECT TEAM TOTAL OCCUPANT LOAD: 68 t ". A `.. 'W9 �p� ARCHITECTURAL '?O 441 ECH / PLUMB QUANTITY OF 17((1S REQUIRED: 2 SEISMIC ZONE - ' 0 in ; A0.0 PROJECT INFORMATION w =. E1.0 POWER A0.1 NOTES & SCHEDULES E1.1 POWER A2.1 FLOOR PLAN E2.0 LIGHTING A2.2 FURNITURE PLAN E3.0 LIGHTING A3.1 REFLECTED CEILING PLAN E4.0 I LECTRICAL SCHEDULES A4.1 INTERIOR ELEVATIONS E5.0 E LECTRICAL SPECIFICATIONS A5.1 STOREFRONT PLAN & ELEVATION SCHEDULE A5.2 STOREFRONT SECTIONS M1.0 MECHANICAL A5.3 STOREFRONT DETAILS M2.0 HVAC DETAILS & SCHEDULES A5.4 STOREFRONT BARRICADE & SIGN DETAI M2.1 PLUMBING A6.1 FLOOR / CEILING / DOOR & FITTING M3.0 MECHANICAL ROOM DETAILS A6.2 PARTITION DETAILS M3.1 MECHANICAL SCHEDULE A6.3 STOCKROOM / TOILET ROOM DETAILS A6.4 HANGING SECTION & ARMOIRE DETAILS A7.1 CASHWRAP /BACKWRAP DETAILS SP -1 SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS SP -4 SPECIFICATIONS CITY OF TUKWWILA R REvisioN 11 APR 0 1 2008 PERMIT CENTER .0.- ii)c) AND POWER / RESPONSIBILITY RESPONSIBILITY V a 1 01 RISER CODE SYNOPSIS AREA OCCUPANT OCCUPAN BREAKDOWN: ( SQ. FT. LOAD FACTOR LOAD 1. SALES AREA: 1,988 30 66 INCLUDES SALES FLOOR, ENTRY VESTIBULE & FITTING ROOM 2. BACK OF HOUSE: 411 300 1 ABBREVIATIONS INCLUDES STOCK /STAGING, TOILET ROOM(S), & CORRIDOR * STOCKROOM ONLY: 187 SQ. FT. 7.8 % OF GROSS ELEVATION, SECTION REF. 1 x 1 FINISH KEY DRAWING NUMBER © DETAIL REFERENCE 4€0, FURNITURE KEY 3. OTHER IMPROVED: _ _ - Nar DRAWING NUMBER A REVISION NO. 0 COLUMN MARKER -$- DATUM POINT 0 KEY NOTE X DOOR MARK O 4. UNIMPROVED AREA: - ALL SPACE ABANDONED BY TENANT OR RETURNED TO LANDLORD 5. GROSS AREA: 2,399 67 (1 + 2 + 3) DOES NOT INCLUDE #4 UNIMPROVED AREA GENERAL NOTES SYMBOLS SQUARE FOOT BREAKDOWN DRAWING INDEX MARK LOCATION SIZE (NOMINAL) width x heightx • • - s DOOR MATERIAL FRAME MATERIAL RATING DOOR TYPE HDWARE GROUP DETAIL NUMBER HEAD JAMB SILL REMARKS / NOTES T = GYMBOREE C = GENERAL CONTRACTOR L = LANDLORD E = EXISTING FURNISH INSTALL REMARKS FURNISH INSTALL REMARKS 0 1/2" TEMP. GLASS DOORS (2) 3' -0" 10' -0" /\ GLASS N/A -- -- A 10 A5.3 STOCKROOM T C L E T C L GENERAL T C L E T C L ® SALES /CORRIDOR 3' - 0 " x 7 - 0 " x 1 /4 S.C. WOOD METAL 20 MIN. B B 10 A6.1 1° A6.1 2 A6.1 SALES /CORRIDOR & CORRIDOR /STOCK DOOR • • DEMISING WALL STUDS • • ® TOILET ROOM 3' -0" x 7' -0" x 1 3 / " 4 S.C. WOOD METAL -- 8 C 10 A6.1 10 A6.1 5 A6.1 REAR SERVICE DOOR • • DEMISING WALL GYP. BD. • • PATCH AND REPAIR EXISTING AS REQUIRED Q FITTING ROOM DOOR 3' -0" x 5' -0" x 1 MDF WOOD -- A D 8 A6.1 10 A6.1 — DOOR OPENING IS 3' - 0' X 8' - 7' VCT FLOORING • • CONCRETE SLAB • • 5 Q RE AR SERVICE 3' " -0 X T -0" X 1 3 4' / H.M. METAL 1 HR C E 7 A6.1 7 A6.1 A6.1 VINYL BASE • • CONCRETE SLAB PREPARATION • • ® CORRIDOR /STOCK 3' -0" x 7' -0" x 1 3/4" S.C. WOOD METAL 20 MIN. B B 10 A6.1 10 A6.1 A6.1 MANAGER'S DESK • • SUPPLIED BY MILLWORK VENDOR PARTITION FRAMING & GYP. BD. • • FILE CABINET • • DOOR HARDWARE • • SUPPLIED BY HARDWARE VENDOR SAFE • • BOLTED TO FLOOR BY G.C. DEMOLITION • • DOOR SCHEDULE MICROWAVE /REFRIGERATOR • • TEMPORARY TELEPHONE & FAX • • COAT HOOK STRIP • • SUPPLIED BY MILLWORK VENDOR FIRE EXTINGUISHERS • • ` NOTE ALL DOOR HARDWARE TO BE SUPPLIED BY TENANT HARDWARE VENDOR, WITH THE EXCEPTION OF THE STOREFRONT ENTRY DOOR HARDWARE, AND WHERE OTHERWISE NOTED. 'A' STOREFRONT GLASS DOORS: D FITTING ROOM DOOR BULLETIN BOARDS • • LIFE & SAFETY ALARMS • • n 1 a, r I OPEN f1 X 3 WD. CASING SUPL'D & INSTL'D BY MOBILE SHELVING SYSTEM • • SUPPLIED BY SHELVING SYSTEM VENDOR CLEANUP • • G.C. I P -5 1 (2) TYPE "BP' HEAVY GLASS DOOR CLEAR 1/2" TEMPERED GLASS (1) STOREROOM LEVER - DX- LSV -80, 626 TOP PATCH FITTINGS (3) 3 1/2 x 3 1/2 HINGES - TBB 179 26D, 626 • ; R 0 1 • " : I" P - STAINLESS STL FINISH (3) SILENCER - OSH6 (1) DOOR STOP -- DJ-1407 WALL SIDS., BRACKETS, SHELVES, se CUSTOMER HOLD KR • • SUPPLIED BY MILLWORK VENDOR STOREFRONT T C L E T C L , �`' ■ , � '�, MDF BD. DOOR & PP 8' LADDER • • CLASS "A ", ALUM. TYPE BARRICADE • • (VERIFY PROJECT REQUIREMENTS) WOOD TRIM SUPL'D BY TENANT INSTL'D BY G.C. e 2) (2) SURFACE APPLIED TOP PIVOTS :0 •M 'A S URFACE APPLIED TOP PIVOTS 'E' SERVICE DOOR: SHELF & HANGBAR STORAGE BINS • • SUPPLIED BY MILLWORK VENDOR BARRICADE GRAPHICS • • COORDINATE WITFI MALL OPERATIONS MGR. : � w �„ � . ,, (2) PIVOT PATCH FITTINGS (1) PANIC DEVICE - fiQQ (1) BEST 7 -PIN CYLINDER WITH CONSTRUCTION CORE AND KEYS (1) RIM CYLINDER (INSTALLED) CORE W/ CONTROL KEY ( THUMB TURNS ON INTERIOR (1 ) V IEWER - U L 3300 (4) DUST PROOF STRIKES (1) CLOSER - PR DA 70 (1) CRATE WITH DROP -N -TELL AND TIP -N -TELL INDICATORS (3) HINGES - TBB 179 NRP (2) DOME STOPS, US28 CLEAR ANODIZED 1 KICKPLATE - 32 X 34 ARMOR PLATE 630EL - HC ACCESSIBLE SIGN /DECAL ( ) (1) DOOR SILENCER -- GLYNN JOHNSON GJ64. 1 � � �. ����►�►71 ► Y� �i.�l /� "' ► MME - 1i�►!' I�i►i���� ►� M .. .. - — 3/4" REVEAL • • ; • , . � " ' v• �• �• � � a �� ri, L►�L��►�r�►►� . � -- . • . - . � ��. • , ► � ' GLASS ENTRY DOORS &HARDWARE • • OPEN ACCESSORY BINS • •••• • SUPPLIED BY MILLWORK VENDOR J'; ` �����'�� ■ 7....Z.Tiiii...Tsj:T...T.;.■7.4i FITTING ROOM DOOR T' SUSPENDED CEILING 11LE & GRID Numsp, GLAZING CHANNELS • • A DOOR & JAMB SUPL D BY TENANT/WOOD CASING SUPPLIED INSTALLED BY G.C. _ BBW 435 (THESE DOORS TO REMAIN OPEN DURING BUSINESS HOURS) (1) SMOKE SEAL - 797 W - 19 B/W SIGN /DECAL (1) KICKDOWN STOP - BALDWIN 4105. (1) WALL STOP - SH 436 DOME STOP 626 'B' SALES / CORRIDOR / STOCKROOM DOOR: - MALL SIGN AT EXTERIOR SIDE OF DOOR (SUPPLIED BY G.C.) GLAZING & ACCESSORIES • • TOILET ROOM T C L E T C L STRUCTURAL SILICONE (WATER CLR.) • • S.C. WOOD DOOR & HLW. MIL FRAME Q ;- ACCESSORIES • • SUPPLIED BY HARDWARE VENDOR STOREFRONT WOOD TRIM • • WOOD TIRIM IS SUPPUED PRIMED G.C. TO (1) PASSAGE LEVER - SCHLAGE, S10D- FLAIR, 626 (1 ) CLOSER - PR DA 70 (1) 5501, MERIT, HINGE PIN STOP, 626 (1 KICK PLATE - 11 X 34 DON JO 626 (3) SILENCERS - OSH6 (1) DOME STOP - SH 436 - 626 (3) HINGE - TBB 179 NRP 'C' TOILET ROOM DOOR: (3) HINGES - TBB 179 NRP (1) PRIVACY LEVER - DX- LSV -40 (1) CLOSER - PR DA 70 HARDWARE NOTES HLW. MIL DOOR CEIUNG • • STOREFRONT MDO BOARD • • & FRAME — VIEWER 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL AND STATE ACCESSIBILITY REQUIREMENTS. 2. ALL EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 3. THE MAXIMUM FORCE REQUIRED TO OPERATE ANY DOOR SHALL COMPLY AS FOLLOWS: A. INTERIOR DOORS = 5 LBS. EXTERIOR DOORS = 8 B. 8.5 LBS. C. FIRE- -RATED DOORS 8 MINIMUM ALLOWABLE BY APPROPRIATE ADMINISTRATIVE AUTHORITY. FLOORING & BASE • • STOREFRONT TILE BASE • • WAINSCOT • • ILLUMINATED LETTERS • • G.C. TO COORDINATE WITH SIGN VENDOR P -5 � � \ P -5 ( TOILET ROOM DOOR • • WINDOW DECALS • • G.C. TO COORDINATE WM1 SIGN VENDOR PANIC ALAR BAR WITH J " \I KICKPLATE, WALL SIDS., BRACKETS, SHELVES • • SUPPLIED BY MILLWORK VENDOR BLADE SIGN(S) • • VERIFY W/ GYMBOREEE P.M. AND LL B OTH SIDES * REFER TO MEP DRAWINGS FOR DETAILED HVAC, PLUMBING, & ELECTRICAL INFORMATION * POSTER TRACKS • • SUPPLIED BY DISPLAY FIXTURE VENDOR B INTERIOR DOOR REAR SERVICE (1) HINGE PIN STOP - TA -3930 NOTE ALL DOOR HARDWARE TO BE SUPPLIED BY TENANT HARDWARE (1) KICK PLATE 11X34, DON J0, 630 VENDOR EXCEPT GLASS ENTRY DOORS. (3) SILENCER - OSH6 (1) ADA SIGNAGE - UNISEX NOTE * - AS REQUIRED FOR 1 -HR RATED EXIT CORRIDOR AC I T I C L I E I T I C I L I MALL FLOORING • 0 G.C. TO MODIFY/EXTEND AS REQUIRED (STOCK, TOILET RM.) (DOOR SUPPLIED BY G.C.) SUPPLIED BY G.C. DOOR TYPES SEEVSHIEET BULKHEAD i • G.C. TO TOUCH UP AS REM HARDWARE GROUPS 1 14,7ip o r ,... 7 _ 7 _ 7 ... III ..... I INF .... III , IIII , ... NI , NI ..... V" ,„. ` .„ IV ,.... IV ,... IV , 'V , ■P" ,... IV ,., IIII ....4 NEUTRAL PIERS • 0 G.C. TO TOUCH UP AS REVD. KEY MATERIAL MANUFACTURER DESCRIPTION LOCATION / NOTES FITTING ROOM T C L E T C L FITTING ROOM BENCH • • PAINT / COATING P -1 PAINT BENJAMIN MOORE #OC -38 "ARCADIA WHITE" PEARL FINISH SALES AREA /FITTING ROOM /STOREFRONT TRIM FITTING ROOM HOOK • • FITTING ROOM MIRROR • • I CODE COMPLIANCE P -2 PAINT BENJAMIN MOORE #403 "CANDY GREEN" PEARL FINISH FRONT ROOM OF SALES AREA FITTING ROOM POOR & HARDWARE • • I APPROVED P -3 PAINT BENJAMIN MOORE 795 "FADED DENIM" PEARL FINISH MIDDLE ROOM OF SALES AREA FITTING ROOM BASE • • P -4 PAINT BENJAMIN MOORE 311 "SQUISH SQUASH" PEARL FINISH REAR ROOM OF SALES AREA SALES AREA T C L E T C L 2' X 2' CEILING TILE &GRID CEILING • • I City Of Tukwila P -5 PAINT BENJAMIN MOORE #0C -3$ " ARCADIA WHITE" SEMI -GLOSS FINISH STOCK ROOM WALLS TO 12' -0" AFF, TOILET ROOM WALLS AND CEILINGS, STOCK AREA DOORS & FRAMES - - --- GYP. BD. CEILING - • • P -6 PAINT BENJAMIN MOORE #OC -38 " ARCADIA WHITE" FLAT FINISH SALES AREA GYP. BD. SOFFIT UMBING T C L E T C L ARMOIRES & HARDWARE • r ' w • SUPPLIED BY FIXTURE VENDOR FLOORING - SEE SHEET `` HANGING SYSTEM & HARDWARE • • SUPPLIED BY FIXTURE VENDOR FC -1 MALL TILE T.B.D. MATCH MALL FLOORING FROM STOREFRONT CLOSURE TO LEASE UNE AT ENTRY ENTRY VESTIBULE - COORDINATE WITH MALL REPRESENTATIVE PAINTING /FINISHING • • FC -2 VINYL WOOD AWED TILE AU NATURAL COLLECTION - EMPIRE WOOD BY- 41; COLOR: SARATOGA CHERRY SALES AREA /FITTING ROOM SCHLUETER STRIPS • • INSTALLED BY WOOD FLOORING FLOORING • • SUPPUED BY FLOORING VENDOR FC-3 VINYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE NO. 51899 - "COOL WHITE ", 12" X 12" x 1/8" GAUGE VINYL COMPOSMON TILE STOCKROOM WOOD TRIM • • SUPPUED BY MILLWORK VENDOR FC -4 SHEET VINYL ARMSTRONG CLASSIC CORLON NO. 86729 - "BLUE YONDER" INLAID SHEET FLOORING W /WATERPROOF MEMBRANE AS PER LANDLORD REQUIREMENTS. TOILET ROOM WORD BASE • • SUPPUED BY MILLWORK VENDOR _ A a � __ ,�___ FURNfTURE & DISPLAY FIXTURES • • SUPPUED BY DISPLAY FIXTURE VENDOR SEE SHEET A2.2 , Ww ♦ �j�` kr0r . • 4 �1�i1. �. a ∎ ∎ �� r/ .i �` CASHWRAP/BACKWRAP • • SUPPUED BY MILLWORK VENDOR CASH REGISTERS &WIRING • • BY POS VENDOR �♦ ��� ♦♦ �`�` ∎' � � ∎ ��� ∎ ∎'`•Z•��� �� �r ���♦�♦�•�♦�♦� � � G.C. TO PROVIDE ALTERNATE BID FOR THE FOLLOWING WHEN SLABS ARE POURED LESS THEN 90 DAYS PRIOR - PROVIDE ALSO WHEN CONCRETE SI AR SI ARI�OISTI IRF IS OVFR 5% AUDIO EQUIPMENT & SPEAKERS • • G.C. TO COORDINATE WITH MPO • �A A �. i4�� ��a�r s a e e - P' .ar ����� ��� �� FLAT PANEL TV • • SUPPUED BY DISPLAY FIXTURE VENDOR FC-8a SEALER BOSTIK BEST --250 - CONTACT MARK SECHLER AT FLOORING SOLUTIONS DURABOND D-250 (925) 295 - 5200 XT. 208 SPEAKER & TV WIRING • • CTRICAL T C L E T C L VENDOR CATEGORY COMPANY CEILING MILLWORK / CASHWRAP IDX C -1 ACOUSTICAL TILE & GRID ARMSTRONG 2' . ' N T1 " 11 . = " .% 9 6 a P 0 gam,. SALES AREA SEE SHEET E5.0 DISPLAY FIXTURES IDX DISPLAY HARDWARE HAMILTON C -2 ACOUSTICAL TILE & GRID ARMSTRONG 1 2' X 4' CEILING TILE & GRID - FINE FISSURED #1824 LAY -IN PANELS W/ PRELUDE 15/16" EXPOSED TEE GRID STOCKROOM (ONLY IF REQ'D BY CODE) WOOD FLOORING AWED TILE BASE DOOR HARDWARE COMMERCIAL DOOR & HARDWARE B -1 PREFINISHED WOOD BASE MILLWORK VENDOR 12" H. & 4" H. X 3/4" TH. PREFINISHED P -1 j WOOD BASE SALES AREA ROWNG GRILLE METRO DOOR SEE DETAIL 1/A6.1 SIGNAGE SIGNTECH B -2 CERAMIC TILE CERAGRES COLLECTION IMAGE 4" X 12 "; COLOR: CREAM - POLYBLEND GROUT #333 "ALABASTER TILE CONTACT: CHRISTIAN BENARD (514)384 -2074 XT 302 STOREFRONT BASE (SUPPLIED BY TENANT) MOBILE SHELVING SYSTEM MOBILE MEDIA B -2A CERAMIC TILE WESTMINSTER #CS48F -F112 4' X 8 "; COLOR: MARSHMELLOW - POLYBLEND GROUT #333 ' ALABASTER" ALTERNATIVE STOREFRONT BASE (SUPPLIED BY TENANT) LIGHT LAMPS PQL LIGHTING REGENCY B -3 VINYL BASE ARMSTRONG NO. 63 - "SILVER GRAY", 4' HIGH 1/8' GAUGE COLOR- INTEGRATED VINYL WALL BASE STOCKROOM HVAC N/A RECEIVED CITY OF ....w .. .L-1 PLAM /FRP SECURITY CHECKPOINT "PR FRP-1 FIBER REINFORCED POLYESTER MARLTTE WHITE, PEBBLE FINISH TOILET ROOM ELECTRICAL PANEL 0 i 2000 GE SUPPLY POS FUJITSU / ICL PERMIT CENTER LAM -1 LAMINATE WILSONART 0D403 -60 "WHITE SAND" STOREFRONT DISPLAY PLATFORMS /FITTING ROOM BENCH AUDIO/VIDEO MPO FINISH SCHEDULE RESPONSIBILITY SCHEDULE A 1 B 1 95' -1" • C.9 I 1 I D.1 1 D.3 I / 25' -2" 34' -2" � , 1 4'--0" ML 4-6° 4' -6 26' -101 2' / / " 6-107 1 tl " 1 tl " 14 1 6 4 4 , 18 - 4 4 1 � 14'-6" 1 3 - 2 tl O CORRIDOR 29 SQ. 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P. �,/r./�f�r //.rJne..rA/�/ a r 1- -T P 1 1I 1 1 1 1 III I 1 1 1 I I IIIIIIIIIIIIiiiii /AF /�s.r� a a -4 1 ■■rr■rrrrrr■rrrrr..rrm.■r,■ r �/ ( / J r /AWAPA ■■■ IIIIIIIIIIIIIIIIIIii rr r rl�s�//�//�W/�J�AFAF a � --- I1�I I I�I� �I 1 1� ■ / /��LSPA) a a ,a , � - ■ ■ ■ i ' 1 r 1 PJ II O 0 /� '03 /II.WK /,0 �11 I . so r• ` / /� / / / / /// ■ n fl ! 1 11 H 1 T ® 6 _ T I I I 111 11 1 1 1111 1 1 1 111111111 � I 0o TY P . FIB ► !- II 11 I ; 1 ll ! 1. 0 3 , ' g Q_ rL A � .. — : – 1 . .9/L6 4 4 V FITTING R+ I I i� I a i l — - / –_ ,, .– ` - - % /� 5 k , i lL - :i .I i_...,_ L M � � � ►� 1 I U U U - . ,, 4 � SQ. FT.: 40 B a ' _FC � ► / �. _ __ � O Q - I FLO ORING: rFC - - -J i o Q 3'-9 MI 11 - - - f ° 3 O 7/8 © I :. i1 © 1 1 1 1 1 - - -� r - - - � © ■ , 11 UTHCENTER MALL CE #1220 � `� L 3' -0. — — — 1 I IFILE \\ FC -2 1 llmiiiiiiiliiiiiiiimm o I ■ , 1 CD I-- LU c g \ . al ag -'g l / III m :: lililiiiiil:li nimil� liiii niniC nmeiiii : iiiCiCiii :iiiimiriiCinuliniiiiinii�ilina f " II■ No I�■ E. u 1 1 i 1 - - -J 1 s N 1 ilk NE .. = .. .. •• or . .. mm Er mm ■■ .. .. NE rim mm oo TOILET ROOM STOCKROOM A 'CO � �" ' I � CD SQ. FT.: 67 SQ. FT.: 18 D B �� � ! 1 - �- i _ =Z ••• VA FLOORING: FC - FLOO RING: FC -3 r 8 o � o ■ SALES ARE f ' ... 1 `::. `.:: ... ... ` \ A . ; � J ■ n n : 1 11 Ii 11 1 I I 11 11 1 n11 nIIn 11 1 11 I 1 j + u 1 \ 1 23 I 11 11 1 1 e i a SQ. FT.: 1,948 BORING: 1 FC -2 I - j 1 I I 0 0 VA � d _ ___ i rii4iriirri� / i 1 1 1 I / ririiiiiir. N - RI .. r //l ' I 1 I 1 111 1 1 1 1 1 g 111 uroifiiiirrrw.J. 1 • = i % l iiiii»j K.:. ii 1 ,IIII i .. ......ii iiili ii.iiiii.. ...... ii ii i ii . ...... iiiiii ii: iii III III III III III IIIIIIIIIIiliiiiiiiiiiiiiiilili ::::ii :ii..lii ii.C....Iiiii.iillii:i: i iili : ii ° icii. I ::illlCiiiiiiilliiiiil:iiiiiiii i.. ......i....., ■,., ■ ■n ■ ■,...r „I. REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2 008 City Of Tukvvila , ' - 14' - 6 " 4' -4" 18' -6 4' - 4 ° 17' -6° rrr rrr 34' -1" 64' -4" poz....../09 FLOOR PLAN v v v v v v- v v v ,,- - - v v v - - -' - 0 1 DEMISING WALL (6 STUDS BY LANDLORD) G.C. TO PROVIDE 5/8" TYPE "X GYP. BD. MAINTAIN ANY 15 FILE CABINET. OPENINGS AT DEMISING PARTITIONS FOR LANDLORD'S RETURN AIR SYSTEM. CONFIRM WITH LANDLORD'S REPRESENTATIVE. 16 (1) 36 "X48" BULLETIN BOARD MID. @ 6' -3 ". a NOT USED. A 17 24 "x 36 BULLETIN BOARD MOUNTED ABOVE DESK. COORDINATE CLEARANCES W /DESK LIGHT FIXTURE Q LEASEUNE. & SHELVING ABOVE. SEE ALSO illiN I I I I I I I I NEW DEMISING PARTITION (STUDS BY L 'X' PROVIDE 5/8" TYPE GYP. BD. & MUST MAINTAIN MINIMUM 6' CLEAR OPEN HEIGHT ABOVE WALLS AND BELOW DEMISING STRUCTURE EXISTING DEMISING PARTITION TO REMF AND REPAIR EXISTING GYP. BD. AS RE ONE HOUR RATED PARTITION: ONE LAYER 0 CASHWRAP /BACKWRAP SHOWN DASHED. G.C. Ti OVIDE CONT. CLEAR SILICONE CAULK AT 18 REFRIGERATOR AND MICROWAVE. CASHWRAP/BACKWRAP AT FLOOR. REFER TO AND ELECTRICAL DRAWINGS FOR REFERENCE. e GYP. BD. ON EACH SIDE OF 3 5/8" METAL I 19 COAT RACK MOUNTED 0 5 -0" A.F.F. 4A CORE OR TRENCH CASHWRAP WIRING TO THE END UNITS OF CASHWRAP. COORDINATE W/ ON -SITE WESTTIELD TENANT COORDINATOR. SEE ELEC. DRAWINGS. 20 EXISTING NEUTRAL PIER. o LOCATION OF ELECTRICAL PANEL AND TELEPHONE TERMINAL BOARD. REFER TO ELECTRICAL DRAWINGS. 21 ACCESSORY BIN - 2 ROWS STACKED 4 HIGH. 0 FLOOR PATTERN - INSTALL VINYL WOOD STRIP FLOORING IN DIRECTION INDICATED. 22 NOT USED. 07 SALES AREA FLAT PANEL TV. /� TO STRUCTURE ABOVE. ASSEMBLY PE UL #U465 / \ ME2=222E NON -RATED PARTITION: ONE LAYER 5 EACH SIDE OF METAL STUD FRAMING I 6 ABOVE A6.2 ADJACENT CEILING FINISH, U.O.N. USE TYPICAL AT TOILET ROOM SIDE OF PARII 110N. EXTEND GYP. BD. TO 6 BELOW DECK 0 STOCKROOM SIDE OF PARTITION. 23 DISPLAY PLATFORM 1 LAM --11 2zzzz NON -RATED FURRED PARTITION: ONE LAYER 5/8" GYP. O ACCESSIBLE TOILET ROOM. REFER TO SHEET A6.3 FOR ADDITIONAL INFORMATION. BD. ON ONE SIDE ONLY OF 3 5/8" METAL TO 6" ABOVE ADJACENT CEILING FINISH, O FIRE EXTINGUISHER - LOCATION & QUANTITY PER FIRE DEPARTMENT. 24 SHELVING ABOVE DOTTED, PROVIDE IN WALL BLOCKING AS REQ'D. A6.3 MANAGER'S DESK. SEE 6 ". GYP. BD. TYPICAL AT TOILET ROOM SIDE OF PARTITION. FURRED PARTITION: ONE LAYER 5/8" 10 A6.3 25 1 24" X 36" BULLETIN BOARD MID. @ 5' -9 ( ) METAL FURRING CHANNELS. 11 HANDICAP FITTING ROOM BENCH. SEE Am BENCH TO BE INSTALLED WITHOUT SEAMS. 26 3' -0 POSTER TRACK LOCATION (3 EACH BAY). INSTALL WOOD BLOCKING AS REQ'D. SEE FURNITURE PLAN FOR LOCATION. 12 HANG RAIL STORAGE BIN WITH STOCKROOM SHELVING ABOVE. 27 NOT USED. m NON- RATED, PARTIAL HEIGHT, TOILETROOM LAYER 5/8 GYP. BD. ON BOTH SIDE OVER 3 5/8" METAL STUD FRAMING TO 8'-6" A.F.F. U.O.N. 13 MOBILE SHELVING SYSTEM: FIXED UNIT (8' -0" HIGH), WIDTH AS NOTED. SEE FOR ANCHORING TO FLOOR. 28 UNE OF SOFFrr(S) ABOVE. SEE REFLECTED CEIUNG PLAN FOR ADDTCIONAL INFORMATION. MOBILE SHELVING UNIT (8' -0" HIGH) DIAGONAL LINE THROUGH UNITS INDICATES THAT THEY ARE 29 G.C. TO PROVIDE REAR DOOR SIGNAGE TENANT'S NAME & SPACE NUMBER INSTALL 2' HIGH. DIE CUT, INSTALLED BACK TO BACK ON A SINGLE CARRIAGE. SEE 8 FOR TRACK ANCHORING TO FLOOR 1 GYP BD. ON TOILETROOM SIDE TYP. RECEIVED CITY OF TUKVVI VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LLIIE S ON A RED BACKGROUND MOUNTED 5' -O' SEE ALSO 10 FOR MIL BACKING PLATE DETAILS. APR 0 12008 PERMIT CENTER A6.3 A.F.F. CENTERED ON DOOR. 14 SAFE - G.C. TO SECURE TO FLOOR. G.C. TO ENSURE THAT NO OUTLETS, ETC. ARE LOCATED BEHIND SAFE & G.C. IS TO HAVE A TEMPORARY COMBINATION OF 1 2 3 4 5 6 #. A6.2 SHEET NOTES FLOOR PLAN KEYNOTES PARTITION LEGEND A HALLWAY B SALES AREA + 10' -o" A.F.F. SALES AREA C.9 SALES AREA D 01 0 + lo' -o" A.F.F., A.C.T. AT +12' -O" A.F.F. A.C.T. AT +11' -6" A.F.F. GYP. BD. SOFFI A.C.T. AT +11' -6" A.F.F. GYP. BD. SOFFIT ' GYP. BD. 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I e s 1 P-1 1 Ill /���� /1..,�,�,/ir�,�A ,- 1 T ►� I ......:■►, ::::::::::::::::::::::::::::::::::::: e: e: e::::::: es::::::::::::::::::::::::: : :�: ::e:e: :....:::� �5‘ 1 A6.1 a- I' o ua - i „0 11 '03 - I 1 A6. a _ I In I - � __ i1 I ■ e: e:::::: a: �e� :::::ak:G: ■■■■ Al r■ :i == ■■ BE ;: :: 1 .114 u - 6 :: �� l�1 :: .. i s �� El Mil :: . © I i I 1 -- 1 I 1 I I I TOILET ROOM STOCKROOM FITTING ROOM ' - 0" 7. s ' -�" 6' 1-0" ►I r 5 ' " AC.T. AT +11' -6" 8" GYP. BD. CLG. AT + 8-6 A.F.F. .C.T. AT ' -0 A.F.F. / +12 A.F.F. AF.F. I 1 II ) Al �A1 Al S 1 P -5 C -2 C -1 6 1 O Oq1 L 1 i ®q1 L -- i * v• i J� lA 6 ���► 1 1 3 " _ w Q. ?1 .1.141 Al �r1Al w /. OA OA L.4 ®A1 0 OAl O Al _ 1 V � AI I ►� � � A 1 3 ► a �1 � l 1 I 3 T T I., f , G1 �1 1 1 �. _ I . I II-Dr \11\11\ 1I III � � T3 T3 T3 Ii = T3 T3 r i riiii irrammcarriiiiii A T3 T3 T � I 1 ell I A r 1� _ li O7 _- __....__. I r' I � T3 T3 W _ --r-i-,77 � I - - -- - -� - I I 1 1 _ I I I 1 1 rn T3 ►I I j� �I r 1 j I I I 1 _ i+ � /rr' 11 I I r/ii»i/i�I 1. E. wa'A 1 1 111 I / / / //' ill :: .. I % iii ii/` %�rf %wArm �'/ m.∎ArmArrrsiiiii •r I S P iiiiii.... �rrr1I./r iiiii ►i ririiirrrrrrriiiiiiiiiiiwrirrriri /irrinirAPA / /rrr •r ■r■■■■■■■■■e■1■■■■■ ■■■■■■■■■■111 ■■■■ : ■■■■■■ :::::::::::::mill rr■■ ■■■■■■■■■■■■■■■■■■■■■■. rr ■■ r■■e■C■■■■■■■■■■■■■■■CuUU••i•u_ ...u.rrrrr■r■■■■■■■■■■■■■■■■■■1 :i i:::::: :: ::: Iii::::: i::: i:::::: : : : :1irrrrrr NIIIIli : : : : : : :::: :ii::::: e■■■■■■■■■■ :::::: D ...., REVIEVVED FOR CODE COMPLIANCE APPROVED 1 bq _____.._._______r___, City Of Tukvola REFLECTED CEILING PLAN 1. FIRE SPRINKLER SYSTEM SHALL BE DESIGN /BUILD AS PER GENERAL CONTRACTOR. ALL AUTOMATIC FIRE SPRINKLER SYSTEM ENGINEERING, MATERIALS AND INSTALLATION TO BE BY LANDLORD'S DESIGNATED FIRE SPRI . R CONTRAC • IF REQ'D AT L • '' a. • ] SE. 2 . ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE, AND MUST E APPROVED BY BUILDING MANAGEMENT. FULLY RECESSED HEADS IN SALES GYP. BD. CEILING W/ HEADS FINISHED TO MATCH CEILING, SEMI RECESSED CHROME W/ WHITE ESCUTCHEON IN SALES AREA A.C.T. & TOILET, UPRIGHT 0 LINE OF CASHWRAP / BACKWRAP BELOW. a 3' -0" POSTER TRACKS, TYP. (3) EACH BAY. 03 CENTER DUPLEX RECEPTACLE BETWEEN LIGHT FIXTURES. INSTALL PARALLEL TO STOREFRONT GLAZING. SUSPENDED LIGHT 8' -6" A.F.F. I, 5 I SPEAKERS AT BOTTOM OF TV ARMOIRE. SPEAKERS AND TV ARE ON SEPARATE SOUND AND DVD S YSTEM. OA1 RECESSED COMPACT FLUORESCENT DOWNLIGHT. SUPPLY AIR DIFFUSER (SEE MECH. DW O Cl SUSPENDED LIGHT RETURN AIR DIFFUSER (SEE MECH. DH HEADS IN STOCK. SPRINKLERS IN DISPLAY WINDOWS TO BE RECESSED WT1H ITE COVERPLA . 3. REFER TO ENGINEERING DRAWINGS FOR ELECTRICAL, LIG G AND HV• ORK. COORDINATE ANY DISCREPANCIES WITH TENANT PROJECT MANAGER. 4. BACK TO BACK SWITCHES ARE NOT ALLOWED. OFFSET A MINIMAL DIMENSION WffH A METAL STUD IN BETWEEN OPPOSING SWffCHES. 5. SWITCHES SHOWN IN THE SAME LOCATION SHALL BE GANGED ON THE SAME COVER PLATE. 6. COORDINATE WITH ALL TRADES INVOLVED TO ENSURE CLEARANCES FOR ALL CEILING RELATED APPURTENANCES NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT AS NOTED ON THE DRAWINGS. 7. ALL LIGHT FIXTURES, HVAC EQUIPMENT AND DIFFUSERS SHALL BE SUPPORTED FROM TOP CHORD OF STRUCTURAL JOIST ABOVE. 8. HANGER WIRE AT SUSPENDED CEILING SHALL BE 8 GA., AND 10 GA. AT SUSPENDED ACOUSTICAL 11LE CEILING. WIRES SHALL BE ATTACHED TO STRUCTURAL SIEEL ONLY, WITH U.L LISTED CLAMPS. DO NOT ATTACH SUPPORT WIRES TO MECHANICAL EQUIPMENT OR PIPING. SCREWS ARE NOT PERMITTED IN THE METAL DECKING. 9. CEILING SUSPENSION SYSTEM SHALL BE ATTACHED AT TWO ADJACENT WALLS, MAINTAIN TWO SIDES UNRESTRAINED. 10. PROVIDE CEILING ACCESS TO ALL LANDLORD EQUIPMENT, CONTACT LANDLORD FOR REQUIREMENTS. REVIEW CEILING ACCESS REQUIREMENTS WITH TENANT PROJECT MANAGER PRIOR TO INSTALLATION OF ACCESS PANELS. 11. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND SPECIFICATIONS. SURFACE MOUNTED TRACK HEAD. SEE ELECTRICAL DWGS. T3 CEILING ACCESS PANEL, FLUSH MOUNTED � � MONOPO TRACK HEAD. SEE ELECTRICAL DWGS. Ly DELIVERY BUZZER ABOVE FINISH (;FILING I 24 " SURFACE WALL MOUNT DECORATIVE FLUORESCENT LIGHT FIXTURE SEE 10 "D VISUAL SURVEILLANCE DOME F INTERIOR ELEVAl10NS FOR MOUNTING HEIGHT. DM FLUORESCENT STRIP FIXTURE. CHAIN --HANG FROM STRUCTURE ABOVE. - -, REFLECTED CEILING PLAN KEYNOTES 6897 REGISTERED ' ARCHITECT c, f , �.,,l� Ui WA Fl1NGT • 1. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. 2. G.C. TO VERIFY WITH WESTFIELDS ON SffE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT. 3 - G.C. TO PROVIDE A SEISMIC CEILING PER DETAIL 9/A6.1 AND PER LOCAL CODE REQUIREMENTS. _ R , MEANS OF EGRESS-ILLUMINATION IBC 1006.1 Illumination required. R ECESSED TOILET EXHAUST FAN. The means of egress, including the exit discharge, shall M be illuminated at all times the building space served by g p the means of egress is occupied. RECESSED MUSIC SYSTEM SPEAKER. GC TO COORDINATE LOCATION WFFH IBC 1006.2 Illumination level. 5 Q AUDIOVISUAL VENDOR. The means of egress shall not be Tess than 1 foot - candle at the walking level. REFLECTED ��++ �.r E L I N G PLAN IBC 1006.3 Illumination emergency power. illuminate X LED EXIT LIGHT WITH BATTERY BACKUP. The power supply for means of egress shall the following areas: 1. Aisles and unenclosed stairways of rooms that require RECEIVED Q SMOKE DEFECTOR. (SEE MECH. DWGS.) two or more means of egress. CITY OF TUKWILA 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... APR 0 1 2006 Q CEILING MOUNTED DUPLEX RECEPTACLES, SEE ELEC. DRAWINGS. 4. Interior exit discharge elements... 5. Exterior Iandings...for exit discharge doorways... PERMIT CENTER SHEET NUMBER: . 1 SHEET NOTES - �r (LANDLORD NOTES A REFLECTED CEILING PLAN LEGEND 11--6" A.F.F. - PAINT ABOVE TRIM I p -1 I B.O. CEILING p_5 WALL MOUNTED SHELVING, SEE 5/A6.3 p_5 P -5 c -1 1 P-5 np DELIVERY BUZZER MTO. AT 9 A.F.F. TYP r r TYP• TYP. �] D'-0' A F.F. --_I• - _. � 1 _ - - - - - -- .._ -- ... - - -- 1 ENT Ear � QUAD OUTLETS (MOUNT ABOVE MGR'S. DESK 6'-2 A.F.F.) FOR DVD PLAYERS , : B _� t FIXED - P -4 ` \ ' \ ' r I _ -...-- �� �- _ P r 1 I AREA FOR I 1 ELECTRICAL 1 UGHT FIXTURES MOUNTED UNDER -- UPPLED BY TENANT & INSTALLED BY G.C. INSTALL 24" X 36" BULLETIN BOARD ABOVE DESK/ UNDER LIGHT FIXTURE r m COAT RACK d In e _� PANELS 1 � _ - - - �r 11 STORAGE BINS FILE e SAFE ACCESSORY a \ ® ; BINS t• _ ' - •. Y FINISH FLOOR PAINT DOOR -& � --1 I B -3 1 B -3 1 MOBILE SHELVING- FINISH FLOOR QUADRAPLEX RECEPTACLE AND B -3 B -3 I FRAME' P -1 1 TYP. TYP. TELEPHONE OUTLET 0 2' -O TYP. (3' -0" W. x 8' -0" TYP. A.F.F. H. x 1' -6" D.), A B el TYP. 1 ® SALES ELEVATION 1/4"=11-0" 6 ELEVATION AT STOCK / MANAGER DESK TYPICAL HANGING SYSTEM PAINT ABOVE WOOD TRIM - PAINT ABOVE PAINT ABOVE TYPICAL HANGING SYSTEM PAINT ABOVE - WOOD TYPICAL HANGING SYSTEM PAINT ABOVE - WOOD TRIM TYPICAL HANGING SYSTEM PAINT ABOVE 3 11 - 6 A.F.F. - TRIM © TRIM - - A6.4 TRIM I p -1 1 PAINT) p -1 1 TRIM 1 P -1 1 TRIM I P -1 1 1 P -1 1 A6.4 PAINT h P -1 1 TRIM I P -1 1 PAINT 1 P-1 1 TRIM s i s 1P - c.... IP -1 C -1 I I C -1 1 9' -0" A.F.F. 9'--0" A.F.F. T.O. TRIM ' 1 T.O. TRIM o D' -D" A.F.F. -Ili ` - . = �° 4 / p �� / 1 J � - ° q . / I• •° _ - r k P -4 :T C • L J OPEN P -4 1 P -4 P -4 P -4 P -3 J P -3 I P -4 1 P -4 I 0' -0 A.F.F. r 1 ' I t li I 11 I ' N ARMOIRE - FLAT PANEL TV FINISH FLOOR B -1 2 B_1 1 FINISH FLOOR 8-1 B -1 2 SECTION 2 �TYP B -1 1 I B -1 4 SECTION I � B -1 J I B -1 I 2 SECTION TYP • A6.4 TYP. A6.1 TYP. ARMOIRE A6.4 REAR SALES AREA ROOM TYP. TYP. ARMOIRE A6.4 MIDDLE SALES AREA ROOM TY P. TYP. ARMOIRE FRONT SALES AREA ROOM PAINT P -4 BETWEEN BASE & TRIM PAINT P-3 BETWEEN BASE & TRIM PAINT P -2 BETWEEN BAST & TRIM REAR SALES WALL ELEVATION 114"=l'-O" 5 SALES AREA ELEVATION . 0/ENTRY ,,,,R._ 3 200B EXIT SIGN CENTERED SIGN READING "THESE DOOR! P -1 ( TYPICAL HANGING SYSTEM - PAINT ABOVE © - WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE -WOOD TRIM TYPICAL HANGING SYSTEM - PAINT ABOVE © TO REMAIN OPEN DURING 1 P -1 TRIM 1 P -1 1 A6 PAINT 1 p -1 I TRIM 1 p -1 1 PAINT I p -1 1 TRIM' p -1 ( A6 BUSINESS HOURS..." CENTERED Q 11 -6" A.F.F. OVER ENTRY B.O. CEILING ,/ / I P -1 / I 11 // 1 c -1 1 l � 9'4* A.F.F. - - � / TRIM T.O. TRIM ° I - ' 1 1 r F a 1 3 _ �g 1 r T t 1 2 1/2 WOOD ti / � P -2 P -3 , P -3 P -4 ■ l t FINISH FLOOR li B -1 1 2 SECTION 2 -) B-1 4 SECTION B-1 -1 2 SECTION FI FLOOR f -I - 1 B -1 2 B -1 1 2 B -1 1 H B -1 11 3 -2 `4 HIGH GLASS ENTRY DOORS `� HIGH B- 2 B-1 F TYP. ARMOIRE FRONT SALES AREA ROOM A6.4 TYP. TYP. ARMOIRE A6 MIDDLE SALES AREA ROOM TYP. TYP. ARMOIRE REAR SALES AREA ROOM TYP. TYP. STAINLESS STEAL STAINLESS STEAL TYP. RECEIVED BASE BASE CITY OF TUKVVILA APR 01 2008 PERMIT CENTER PAINT P -2 BETWEEN BASE & TRIM PAINT P -3 BETWEEN BASE & TRIM PAINT P -4 BETWEEN BASE & TRIM SALES AREA ELEVATION 4 STOREFRONT INTERIOR ELEVATION 4 I 1 _ 1 // // / // // / // // / // / / / // / / / / // / WOOD CORNICE LIGHT COVE r.---- -MALL BULKHEAD �� - INDMDUALLY MOUNTED STOREFRONT WOOD CORNICE 3/4" CLR. BRUSH PAINT ( p - 1 1 © BY LANDLORD Alik SIGN LETTERS CENTERED IN PANEL - 2 PAINT 1 P -1 1 ALUM. REVEAL BY 3/4" MDO BOARD 1217 VP SEE - WOOD CORNICE A5.2 3/4" MDO BOARD G.C. PAINT 1 P -1 � SIM. PAINTED I p -1 cv t to — /11.11.. II \J a 1 _1 J 0 w o o 1- 3/4 BRUSH � CLR. ALUM. REVEAL BY C.C. // / ' crazy / / / / / u � in // / „L -,Z . .17/1 9 '03 Li, 'ill' - ,s. v „Z/ L Z - 1 .i /) P-1 crazy 8 • : 3/4" MDO BOARD 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY G.C. - SOUTHCENTER MALL SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 WE PROJECT NO: DRAWN Br: CHECKED BY: 080031 JAW GSW \ \ „L7/ L 9 - L // / 3/4" p LI �. PAINTED I p_1 I -1 I AAINTED I l P x 2" 2" GLASS CUPS POWDERCOATED TO MATCH P -1 AT MIDPOINT STAIN STL DOOR HANDLES 1 X 3 WD. TRIM SUPL D BY TENANT & INSTL'D BY G.C.- // / °P - // A PAINT I P - = MDO BAD RD 1 _7 I PAINTED I p_i 1 1 - NG NEUTRAL LINE 3/4" X 3/4" BLACK ALUMINUM REVEAL BY G.C. IN LEASE LINE PAINT p -1 I EQ. 3 H. VINYL LETTERS SUPPLIED & INSTALLED BY SIGN VENDOR ON INSIDE FACE OF GLASS crazy 8 / 3/4" MDO BOARD 1 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY G.C. - I I PAINTED I p -1 // y EQ ' PAINT 1 P -1 I ` 'I / N -crazy 8 EXISTING NEUTRAL PIER z N - ^ L -� -I IM _ i k 1 1 X 3 WD. TRIM 1/2" CLEAR TEMPERED GLASS - 4" H. CERAMIC 4 H. STAINLESS GLASS ENTRY 4" H. STAINLESS 4" H. CERAMIC 1 X 3 WD. TRIM 1 /2" CLEAR TEMPERED GLASS - GAP SUPL'D BY TENANT BUTT JOINT WITH MAX. 1/8" GAP TILE & INSTL'D BY G.C.- BETWEEN PANELS (NO SILICONE) BASE ( B -2 1 STEAL BASE DOORS BY G.C. STEAL BASE TILE BASE I q -2 ( SUPL'D BY TENANT BUTT JOINT WITH MAX. 1/8" BY G.C. -- BETWEEN PANELS (NO SILICONE) 41) & INSTL'D WOOD TRIM INSTALLATION NOTES: PAINT I P -1 1 PAINT 1_ P -1 1 1. 1 X 3 WOOD TRIM IS SUPPLJED BY TENANT PRIMED. G.C. TO INSTALL & TAPE & FLOAT ALL SE 2. G.C. TO PAINT WOOD TRIM WITFI A SEMI-GLOSS PAINT MD SPRAY APPLICATION. STOREFRONT ELEVATION & : t — LINE OF SOFFIT ABOVE SHOWN DASHED c gdED 'FOR CODE C AppROVED NB in � y - DISPLAY PLATFORM (LAM -1 -- DISPLAY PLATFORM LAM -1f FC -2 - `. EXISTING �. � QEMISING WALL , : r :: Mg N 7,-) �- 0 s...... jal - . -17/ 1. 9 —,c MALL TILE TO L1 ` C., "c.1 ' 1 I 1 ! ' r 1 1 1 I • N „Z/ L 9 „0 —, 7 ` FC -1 LEASE LINE OF GLASS DOORS 1 I 1 1 � i ` 1 S _ 1 I___\ I___\ _ 1 r 1 � �� ` `� 1 O r 1 r 1 1 EXISTING 1 NEUTRAL -- PIER EXISTING Ll L �\ M ' L 1 2 TEMPERED GLASS / NEUTRAL PIER © _ - _. 1/2" TEMP. "' • 6 / �. = LEASE LINE Ail - - 1' -0" t---= AI __ GLASS A5.3 ' -0 3/4' 7' -0 1/4 1 LINE OF CORNICE ABOVE c.., VP DASHED 10 1 /2" 1 2 TEMP. GLASS SIM. 7'--2 1 /2" ' -0 3/ Ulgi MP EIVED VI Y .JI 1 IKWIL A APR 01 2008 PERMIT CENTER 30' -2 1/4" 1/2"=11-0" 'I STOREFRONT PLAN 1 _ 1 3 5/8" 20 GA MIL STUDS CROSS BRACE @ 48" O.C. TO STRUCTURE ABOVE , + +,/ + + + + �w + + prey 3 5/8" 20 GA MIL STUDS CROSS BRACE @ 48 O.C. TO STRUCTURE ABOVE 3 5/8" 20 GA. MTL STUDS �` © 16 O.C. TO STRUCTURE /,l + +/ 11 © 1 1 ■ '+ Fr GHT COVE BY LANDLORD LIGHT 1 : ; 3/4" CLR. BRUSH ALUM. REVEAL SUPL'D AND INSTL'D BY G.C. COVE BY LANDLORD 1 1/2" SOLID WOOD CORNICE 3/4" MDO BOARD - PAINT' P -1 � ' Fp PAINT I p - 1 ' � P 1 /2� SOLID WOOD CORNICE '- " 13 7 AF.F. NT I P -1 5/8" 20 GA MTL STUDS ---� ® 16" O.C. TO STRUCTURE ° 3 5/8 20 GA MTL STUDS 16" D.C. + -- + - -- ABOVE + ,' + + r �/ 13' -7° A.F.F. LIGHT FIXTURE - SEE . . REFLECTED CLG PLAN ° 3 5/8 20 GA MTL �III - + + + + 1371 r +-I- ++ � B.O. _ 1,•i r i B.O. MALL BULKHEAD MALL BULKHEAD r� STUDS ® 16 O.C. + + + + r , 1 ��.� r g' � � ■ p ■ ■ �D I ' - , ��, I I i i 12' -7 1/4 A.F.F. SPACE #1 220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 A,/E PROJECT HO: DRAWN BY: CHECKED BY: 080031 JAW GSW ■ ■ ■ ■ : ill T.O. GLAS � '�� + + 3 r 4" TH. WOOD 7R IM 6 • " 1 r ° 3/4 TH. SOLJD WOOD TRIM I SOLID c; FNEON 3 1 : 1§ : i - - -- 1 1 i ■ ■ � 1 hl ++ ++ 1 PIECES - PAINT ( p -i I ° 8 7 PIECES - PAINT 1 p_1 1 3/4 MDO BOARD - PAINT WD. TRIM SUPL'D BY TENANT & ak ... ++ ++ n_ + 11' -6 " A. F.F. • • SIGN TRANSFORMER G.C. TO INSTALL J -BOX, TOGGLE DISCONNECT SWITCH AS REQUIRED FOR SIGN INSTALLATION, SEE ELEC. DWGS. 1 X 3 WD. TRIM SUPL'D + 11' -6" A.F.F. -• • A L B.O. GYP. BD. CLG. 4 B.O. GYP. BD. CLG. INSTL'D BY G.C.- PAINT 1 P -1 I 1 P -g I / / " I P- I UM -- IIILI I 5/8" GYP. BD. CEILING WALL MTD EXff LIGHT SEE LIGHTING PLAN FOR ADDITIONAL INFORMATION ■ % = ' - � . - 0, PAINT I p - 1 POSTER TRACKS, (3) PER BAY - SEE UGHTING PLAN, 3/4" MDO BOARD 5 8 GYP. BD. SOFFIT / PAINT I 1 10' -0 1/4" A.F.F. 3/ MDO BOARD : 1 BY TENANT & INSTL'D BY P AINT I P -1 I ° i ■ G.C.- PAINT p_i + +; I ■ 1 X 3 WD. TRIM SUPL'D - ■ + r ■ 10 -0 1/4 " A.F.F. F.F. r II r B.O. ENTRY SOFFIT 8Y TENANT & INSTL'D BY , ., ■ G.C.- PAINT I P -i I ■ 1' / � // /PR / .......4 // / 4' -0 1/4" 3/4" MDO BOARD - PAINT 1 UGHT FIXTURE - SEE REFLECTED CEILING EQ. PLAN. � 1/4" Dob....... 11)1 "CRAZY 8" LOGO ADHERED ' PAINT I P -1 -0" 2' -0 1/4" / 1'_0° EQ. 1' -9 3/4" EQ. �- r / / • 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY G.C.- PAINT I P -1 1/2" CLR. TEMP. GLAZING P-1 crazy 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY 0 XSZETIO REVI TO INSIDE OF GLASS - SUPPUED & INSTL'D BY SIGN MANUF. I • N In -- G.C.- PAINT I P -1 I 3/4 MDO BOARD BY & NL'D ST 2' -6 1/2 CLR. TEMP. GLAZING BEYOND LEASE LINE G.C. PAINT 1 p -i PAINT I P -1 1 LEASE UNE DIVIS SALES AREA WOOD BASE I B - 1 1 BUILDING 3 3/4° • // 1/2" CLR. TEMP. GLAZING 3/4" MDO BOARD 1~ / // •. /141111111 I LAM • DISPLAY PLATFORM FINISHED -1I PAINT I P -1 ON 1/2 PLYWOOD 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY G.C.- PAINT I P -1 I I P -1 I- / 3/4 MDO BOARD - PAINT I P -1 ■ Lill • ° Q 4 0' -0" A.F.F. Ad = . » _ + 0' -0° A.F.F. F.F. �} + + ++ ■ + + . + +i;i 1 r N ■ � = 1 1 - � - ° - 1 l I 1 ti l FINISH FLOOR H. 4" H CERAMIC TILE RECEIVED _ 1 _ _ _ _ _ _ _ .....• FINISH FLOOR ° 358" 20 GAMTL. 4 H. CERAMIC TILE BASE / BASE 4 H. CE RAMIC TILE BASE B -2 1 B - 2 I ON 1/2 8 STUDS ®16" O.C. " 1 I FC -2 VINYL WO. FLOOR 1 MALL FLOORING TO OF BASE 1 B -2 I CITY OFTUKWILA BACKER BOARD A5.3 V ON 1/2' BACKER BOARD ROLLING GRILLE I FC -1 I APR 01 2008 PERMIT CENTER SECTION AT WINDOW 1"=11-0" 2 SECTION AT ENTRY( l'•- 1•_°.• 1 1 1 I MDO SPEC: MEDIUM DENSITY OVERLAY, BB GROUP 1 (DOUGLAS FIR), APA TRADEMARKED MDO SPEC: MEDIUM DENSITY OVERLAY, BB GROUP 1 (DOUGLAS FIR), APA TRADEMARKED 3/4" MDO BOARD 2" ...4 1/2" CLEAR TEMP. GLASS 1/8" GAP IN nl _• :.. • . /-3 5/8" 20 GA. MTL STUDS 1fi' O.C. 3 PAINT I p -1 I 3 5/8' MTL STUD FRAMING EXIST. DEMISING WALL 1 I. - 1 - +- - +- _ i i — LEASE UNE 1/8" GAP h.:' = 1 2' CLEAR TEMP. - .:.:...:.:.:: :............. li UNE OF SOFFIT ABOVE 1J111111111! GLASS — — — �. 1 I 3/4" MDO BOARD PAINT 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL D i i . _ o I � . ................. 1/2" CLEAR TEMP. GLASS r = ,� 5/8' GYP. BOARD _ P -1 `� di I BY G.C.- PAINT' P -1 I . . PAINT l P -6 I I / \-- WD. TRIM SUPL'D BY TENANT & INSTL'D .:::::::: ::::: :::: ._:::: : ::._ : ::: : :.::_. . 5/$' GYP. BOARD r - — 2 1/2' 1 - PAINT I p -6 I EXISTING NEUTRAL / PIER 2 1/2 "- 1 X 3 WD. TRIM SUPL / BY TENANT & INSTL'D BY — — LEASE UNE UNE OF CORNICE ABOVE MffER OUTSIDE CORNERS (TYP.) 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY 5/8" MDO BOARD BY G.C.- PAINT P -1 NEW GLASS ENTRY DOOR 1 PAINT I P I G.C.- PAINT ( P -1 3/4' CLR. BRUSH ALUM. REVEAL BY G.C. LEASE LINE 3/4" MDO BOARD 2 1/2 -, PAINT I p_1 I / 1 1 X 3 WD. TRIM SUPL'D BY TENANT & INSTL'D BY 1' -0 3/4" 1' -0" / G.C.- PAINT p -1 1 G.C.- PAINT ( P - SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 WE PROJECT NO: DRAWN BY: CHECKED BY: 080031 JAW GSW NOT USED 12 ENTRY DOOR HEAD DETAIL 9 ENTRY COLUMN DETAIL 1/2 " =1' -0" 6 DOOR HEAD .. - 1 TENANT FLOORING -.. 1--------- 1/2" CLEAR TEMP. GLASS 4" H. STAINLESS STEEL BASE ATTACH TO SLAB W/ PHIWPS FLATHEAD TAPCON CONC. SCREW /// // I 3 5/8 20 GA. MTL STUDS ® 16' O.C. FIRE RETARDANT WOOD BLKG. - ....... ' MALL BULKHEAD 13' -7" A F.F. d — PLASTIC LAMINATE 1/2" PLYWOOD TO BE INSTALLED 3/4' FIRE RETARDANT PLYWOOD ON GA. MTL STUDS O.C. P-1 ON i B.O. MALL BULKHEAD B.O. GYP. BD. ON 3 5/8" PAINT TO MATCH MALL BULKHEAD MTL SNDS. MTL STUDS. - LAMINATE W/O SEAMS 3 5/8' 20 . ®1 fi 3/4' CLR. BRUSH ALUM. REVEAL BY G.C. ii, z 5/8' GYP. BD. ON 3 5/8" �� PAINT TO MATCH MALL BULKHEAD c.4 " 1 1/2 SOLID W WOOD b - T , SALES AREA WOOD BASE SUPL'D BY TENANT & _ 1 1 - + - - + - 1 1 � .0 . . I �� � ,.,�., MEDIUM DENSITY OVERLAY, BB GROUP 1 (DOUGLAS FIR), APA TRADEMARKED / / � ••• � / • • • • :.:. '. -. • : • • • '' • : •• •• ••• • i i - +- - +- ' ' i _ - 1— — BLKG. - PAINT P -1 I r � 12' -7 1/4' A.F.F. REVIEWED CODE im BUILDING FOR .1 •-* AS T.O. GLASS 3/4" TH. PAINT GRADE " 2 5/8 GYP. BD. 1� ALUM. GLAZING COAT TO POPLAR WD. TRIM - PAINT I P -1 ! FC -1 1 INSTL'D BY G.C. 1 8-1 MALL FLOORING PAINT P -6 MITER OUTSIDE CORNERS (TYP.) 3 /4' TH. PAINT GRADE. FC -2 3 1 * 1 X 1 1 2 / CHANNEL POWDER COMPLIANCE APPROVED APR - 3 2008 _ • 00 . �• ° a • ° _ • _a - _ . v -• : ' . - v • : u . ' a ' • d ° a e a a °' ° ° POPLAR WD. TRIM - PAINT' P-1 BLACK NEOPRENE MATCH I P_1 3/4' City Of Tukwila DIVISION 1/2' CLEAR TEMPERED GLASS LEASE UNE I ' 6..... ---� STOREFRONT BASE DETAIL 3"=V-0" 11 DISPLAY PLATFORM DETAIL = 1 1/2"=V-0" LSTOREFRONT HEADER DETAIL 8 A MDO MEDIUM 1 (DOUGLAS FIR), APA TRADEMARKED MDO SPEC: MEDIUM DENSITY OVERLAY, BB GROUP 1 (DOUGLAS FIR), APA TRADEMARKED 2 " MDO SPEC: MEDIUM DENSITY OVERLAY, BB GROUP 1 (DOUGLAS FIR), APA TRADEMARKED EP - 3 5/8 20 GA. MTL STUDS @ 1 fi' O.C. 5/8" GYP. BD. �, k„,---LEASE LINE BLACK NEOPRENE 1 i 1/2' CLEAR TEMPERED GLASS X / MITER OUTSIDE �� 1' -0" P 1 2 i ) ► PLASTIC LAMINATE 1 1 3/4" TH. PAINT GRADE I ON 1/2" PLYWOOD 3/e TH. PAINT GRADE POPLAR WD. TRIM - POPLAR WD. TRIM - PAINT P-1 ► EXIST. DEMISING Wes- 3/4' FIRE RETARDAN PLYWOOD ON 3 5/S 2 GAMTLSTU ®16' PAINT 1 P -1 1 SALES AREA FLOORING 1 FC -2 OVER MANUF. APPROVED LEVELING COMPOUND AS REQ'D TO ALIGN W/ MALL FLOORING. 3/4' MDO BOARD � PAINTS P -1 � PAINT P - 1 LEASE UNE O.C. _ CORNERS (TYP.) �r�..... 1 \ 1/r GAP 3/4' MDO BOARD _ = ` 1 1 -7 rs % r UNE OF SOFFIT --w- ABOVE ABOVE ` 1/2' CLEAR TEMP. GLASS A �`T� \ CENTERLINE OF GLASS DOORS ALIGN PAINT P -1 1 „ 3/4 TH. PAINT GRADE POPLAR WD. TRIM - j c ua 1 N ° i i - - 1 1 -+ - +- •.•. /I ° .. :.:.•, PROVIDE NEW MALL TILE FC--1 1 II ' PAINT I P-1 1 TO CENTERUNE OF ROLLING ROLLING GRILLE + O' -0' A.F. F. t ► WI pAPAINT ( P -1 1 , u - - r a - • • ooeoeoaeae eeeaaaeaeeeaeeeeeeeeeaeeeeeaaa` . ice �i.� 1 � UNE OF DISPLAY PLATFORM 3/4' MDO BOARD \\ 1/2' CLEAR TEMP. GLASS 1/8" GAP MAXIMUM :':' _.: .•.• ' BY TENANT & INSTL'D BY - FINISH FLOOR - - - -2 1/2"- - EXISTING NEUTRAL • E' ti .. .:::_•: _: ; . : ..::. ,::: . E_____, - .... • -. . .- ,...,_ -__ .. -: . > a d • v . . o • a - 5/8" MDO BOARD PAINT P -1 I • ! d (E) CONCRETE SLAB Q ° • • . o • Q. LEASE LINE PAINT I p -1 1 ' ' � � 1/2" CLEAR TEMP. 2" GLASS 3/4' CLR. BRUSH ALUM. REVEAL BY G.C. 1 X 3 WD. TRIM SUPL'D 3/4 MDO BOARD • SCHLUETER STRIP d a . Q • . v A PAINT I P -1 1 / ._. N A 1' -0 3/4" BY TENANT & INSTL'D BY / G.C. PAINT J P - 1 I CERAMIC TILE BASE 1 B -2 1 1/2' BACKER BOARD (11LE IS SUPPLIED BY TENANT & INSTALLED BY G.C. 6 " =1' -0" 10 1 1/2"=V-0" 10 1 1 /2 " =1 1 -0" 3 " =1' -0" NEUTRAL PIER DETAIL �- _ 4 BASE DETAIL AT DISPLAY PLATFORM _ 1 ENTRY COLUMN DETAIL _ 7 FLOOR TRANSITION DETAIL AT ENTRY _ SOLID WD. BU<G. SECURED TO CABLE TO BE LOOPED TO EYE ' +LT'S WALL FRAMING, BY G.C. IN BRACKET FERRULE TO BE • CED AS CLOSE TO EYE BOLT POSSIBLE 5/8' 71iK. ALUM. CO LATE, TO MATCH PIPE (LEAVING SMALL LOOP) BLADE TO I c 3 ' -6 A HANG 1 1/2' BELO RACKET • 2' -8' , , 4' , 1 1 111 \ 0 \ O ' i I 1 A ' A iI k I s ` i 0 3A crr :30/ .r 0 4' THK. PVC O 4 4 :1'S 1/2' B CHAIN -H PVC A BACKGROUN SIGN COLO : O S GREEN - P . 390 MATTE p WHITE BORDER 0 WHITE . a'S SUPP . 1 & INSTALLED BY TENANT'S SIGN VENDOR. _ 12 NOT USED - 9 =LADE SIGN DETAIL 1/2"=1 1 . .... . w UTHCENTER MALL CE #1220 SOUTHCENTER MALL LA/II ❑ WA 021 RA NOT USED Fl NOT USED MALL BULKHEAD WHERE OCCURS OVER 3 5/8' x 25 GA. METAL 24' O.C. MUD & TAPE IN Ns; EXISTING MA flf / . / %l -'- -'- 1 1 1 _ • :. :` i 0 3/4' TH. SOLID 1 1 /2" PIECES - PAINT E 1 3/4' MDO BOARD V ISQUEEN • : : ► LETTERS - ; 1 MIL. DOWEL SECURED TO & PLYWD. FASCIA - p GYP. BD. STUDS. AT JOINTS TYP. w , w J , 3' FINISH AS L SMOOTH FINISH. p_1 {: , r - _4 $ , -0 „ / 25 GA. METAL STUD BOTTOM STRUTS AT MAX. SECURE BOTTOM SANDBAGS AS REQUIRED. WHERE OCCURS i , 1 ,/ ,/ 1 , , LL 1 , ' /' 1 ALUMINUM 1 LETTERS PAINTED GREEN SECURED TFIROUGH BOARD BACI TO PLYWD. MDO SHTG. . '' 4 . 1 _ • , � , 1 1 .,1 ' i ' i ,�,� � % , , ; 1 � y '- 3 5/8' x w BRACING AND °- 10' -0' O.C. W STRUTS W/ * ELECTRODES REQUIRED PER LOCAL CODE WI ITE 12 MM NEON TUBES i ii ii w IN 1, NEON TUBE SUPPORT , ' , ' + LEASE LINE, _ -- + _I -'- _ �.......�._.:. SIGN TRANSFORMER INSTALL _ TO J -BOX 1 '-0" MAX. \ ': 3/4' MDO E VERIFY W/ MANAGEMENT ..:...:. ::. I J -BOX BY LEASE UP NOT USED - BARRICADE SECTION 1/4"=1'-0" S 5 STOREFRONT SIGN SECTION ,H NOT USED _ 2 11 I -- BARRICADE GRAPHICS — BARRICADE GRAPHICS 1 6` -9 1/2' REVIEWED F°R C :pu i F MB C 0 A D N C E LEASE UNE WHERE OCCURS - -H RETURN BARRICADE TO NEUTRAL 8 SUPPLIED BY TENANT PAIR 3' -0' x 7' -0' DOORS FOR ACCESS (WHERE OCCURS). PROVIDE AND INSTALL DEADBOLT LOCK AND PAINT SUPPLIED BY TENANT PIER, TYP. 1 - `` ° I In - co c z m , S1N3143If103N 11V11 Fi1IM SJ1 WA / tGo3 jAit Di__,__,,,_, RECEIVED RGVG� CITY OF TUECdMLA APR 0 1 PERMIT CENTER r � N, - 1L , / ' \/ J \ \ � / / V . r i O IN +--- - I P -1 I--• 6 P 1 I---• 0 \ 3' -0' 3' -O' EQ. AND INSTALLED P B U Y EQ. NOTES : LANDLORD / 29' -9' LEASE LINE TO LEASE UNE V.I.F. NOTES; 1. CONTRACTOR TO VERIFY WITH MALL MANAGEMENT ALLOWABLE FINISH SIZES OF LAYER OF 1/2' HOMOSOTE TO BE PLACED ON THE FLOOR BETWEEN THE LEASE 2. ONE UNE & BARRICADE. CONTRACTOR TO VERIFY REQUIREMENT WITH MALL MANAGEMENT. ON BARRICADE GRAPHIC REQUIREMENTS ESPECIALLY CLEARANCES IN MALL CORRIDOR. 1. ALUMINUM TO BE 11 3/4' H. PLASTIC REVERSE CHANNEL LETTERS W/ COLOR GREEN. ALUMINUM LETTERS TO BE PAINTED GREEN. �° 2. SIGN LETTERS SUPPLIED AND INSTALLED (AT SITE) BY SIGN VENDOR. BARRICADE ELEVATION 1/4"=1'-0" STOREFRONT SIGN ELEVATION 1"=1I-0" 1 7 11-6 A.F.F. ICBO #2244 OR EQUAL �` 1/2" EMT - RUN TIGHT TO STRUCT. ABOVE (E) STRUCTURE /// / // B.O. CEILING P ---1 I C -1 1 (4' -0" MAX. FOR 1/2 0). SECURE SUPPORT WIRES TO EXISTING STRUCT. OR STUD WILL 8 GA. VERTICAL HANGER WIRE 0 48" O.C. 0 MECHANICALLY FASTENED 0' -O" A.F.F. � TOP CLIP OPEN \ - (MECHANICALLY FASTENED) 41) PER MFR RECOMMENDAT ANGLE BRACKET 24 W. FITTING RM. MIRROR - SUPL'D & INSTL'D BY G.C. SEE DTL 12/A6.4 � FTTTING ROOM DOOR ALONG FRAMING // / SPRING CUP 1 , 3/4" EMT - BUTT TIGHT TO 1 5/8 METAL ',I I . .5.t�. 8 GA HANGER WIRE I P -6 _ , , � BULB CUP FASTENED) AY JOIST FRAMING DRILL 5/32 HOLE FOR 1/8 BOLT AND ( n � . if r � •(0 • & WITHIN 6 OF END OF CARRYING CHANNEL ®48" 0 — PAINT' P - 5 I �. ---- COMPRESSION 1 V I I �� LOCKNUT AFTER CEILING SYSTEM IS LEVELED 1 I MAIN RUNNER CROSS RUNNER ®24° POST HANDICAP BENCH IL 11 /A6.4 , B.O. CEILING CEIUNG 45' = 45' MAX. - , _ 0 , 45' MAX. NOTE: STRUT & BRACING WIRE SHALL BE NO MORE INTERSECTION M 120GA. HANGER WIRE NOT REQ'D INSIDE STRUT. - • C 1 C -1 � " 1 6 AF.F. " 4 FINISH FLOOR 11 -6° A.F.F. ---- BY B P I p_1 I GO FRAMING © 16" O.C. 5/8 GYP. BD. s i B.O. CEILING C -1 I - CEILING 11LE CEIUNG TILE NOTE: 1 I . HOOK BD.—....i a mS i L v BY G.C. PAINT I P - I PAINT 1 P-6 1 10' -0 A.F.F. & GRID l C -1 MAX. MAIN RUNNER CO :+ 03" � 45' MAX. PAI P -1 TY . A. C .T. CEILING ASSEMBLY _1 - 0 � � fi . G.C. TO PAINT & INSTALL Fr LFITTING ROOM B.O. GYP. BD. SOFFIT (E) JOISTS j// / /// TO JOISTS PER REQUIREMENTS WIRE ®48 "OC & CAP BENCH SEE; DETAIL 11/A6.4 1 io. GA. SPLAY WIRES C ROS S RUNNER ® 2 -0 O.C. SPLAYED 90' FROM EACH SEE SHEET A2.1 1 -1/2" OC (SPACE CONSTRUCTION)- ABUTTING 5/8 (SEE PLAN ATTACH 0 - 0 " A.F.F. NOTE: UR = RATIO NOT TO EXCEED (4) -12 - OTHER AND 45' (MAX.) FROM CEILING PLANE © 12' -0" 200 O.C. EA. WAY & WITHIN 4' -0" OF EA. WALL LANDLORD ANGLE BRACKET BY BGA HANGER FINISH FLOOR C 4" WD. BASE p Q G.C. - PAINT I P -1 FITTING ROOM ELEVATIONS 1/4" 1'-O" 12 SEISMIC CEILING DETAIL N . T . S . 9 WITHIN E OF END OF CARRYING CLIP OR HANGER ® RIGHT ANGLE AND SPACED O.C. SPACE FURRING AND PROVIDE 1" WALLS AND PARTITIONS WIRE TO WITHIN CLR 0 TYPICA PERIMETER COVE _ FACE OF PARTITION WHERE - _ WHERE WD. BY 0 0 , rgais. /0 i MIL CHANNEL FACE OF PARTITION WHERE OCCU' FACE OF PARTITION OCCURS 5" H. X 3/4" TH. WD. TRIM - SUPL'D & INSTL CARRYING CHANNEL @ 48" AND WIHIN 3" OF WALLS 24 OC FOR FIRE RATED PROVIDE 1" CLR @ WALLS AND PARTITIONS 7/8" CHANNEL CARRY CHANNEL 24 "(MAX.) 3" OF WALLS ABUTTING WALL ANGLE FINISH ANGLE � - ,� '�-� :. ..'. = • • OCCURS 1 X 3 WD. DOOR CASING 4 (MIN - U. ` ■ ■ ' �,�� B T Y V G.C. P -1 '� 1 1 I I j i 1 X 3 WD. DOOR CASING BY G.C. PAINT p - 5 / 2 1/2 BY G.C. PAINT I p - 5 1 r �� 1 TH. MDF BOARD DOOR SUPL'D BY TENANT & INSTL D BY G.C. / ��•, • ; . r ' a � STOCKROOM OR CORRIDOR GYP. BD. CEIUNG REFLECTED CEILING FOR FINISHES) I P -6 SALES AREA EMEND VINYL WOOD 1 ,� DOOR AS SCHEDULED SALES AREA FITTING ROOM 11' -6 " A.F.F. " .F. 8' -7" A.F.F. WA //MI 0 - _.. - - ._ . _. -_. -- :. : -- Y l f _ 0 GYP. F.O. GYP. BD. WALL `f_ FLOORING TO BACK OF STOCKROOM DOOR GLUE -DOWN VINYL WOOD -- 2 5/8" 1 7/8" ' '■ ° 3/4 DOOR JAMB SUPL'D BY TENANT & INSTCD BY �i A d p 1 - - -- TYP . GYP. BD. CEILING ASSEMBLY 3 ��_ --1 -0�� 1 3 - G.C. PAINT] p - I FLOORING I FC -2I VINYL COMP snotizaz.1,Ec.at._ REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 , _ DOOR SCHEDULE AD.A. ALUMINUM SUPPLIED SHEEP 0/ i , , , 3/4" WD. DOOR STOP 3/4 WD. DOOR STOP " TOILET ROOM STOCKROOM REFE R TO DOOR � . VINYL ... ■ ` ` ` 1 ili - COMPLIANT WATER TIGHT Q o . a : v a a '��� PARTI110N COMPOSITION TILE I FC -31 0/ CONC. CONC. LEVELING COMPOUND SLAB, G.C. TO PREP TO RECEIVE FINISH BY G.C. PAINT I p - I City Of Tukwila BUILDING DIVISION REQ TRANSITION STRIP & INSTALLED BY G.C. _ 1 3/4" DOOR JAMB 5UPL'D BY TEl & INSIL'D BY G.C. PAI P : 2 1 " 1 X 3 WD. DOOR CASING BY G.C. PAINT I p -5 I ' (E) AS REQ'D FLOOR r ° TH. MDF BOARD SUPL'D BY TENANT INSTL'D BY G.C. DOOR & /2 BY G.C. PAINT I P -5 FLOORING FC 4 CONC. LEVELING COMPOUND ,3/4 (E) CONC. SLAB, TO RECEIVE FINISH C.C. TO PREP AS FLOOR , FITTING ROOM i FITTING ROOM DOOR JAMB 6 " - 1 - � 1 0 FITTING ROOM DOOR HEAD 6 -1'-0" 8 VINYL WD. FLOOR TO V.C.T. TRH v v a _, . FACE OF PARTITION WHERE FACE OF PARTITION WHERE - CONTINUOUS CAULK TO MATCH TRIM • • . V.C.T. TO VINYL 6 "= 1' - °'r - 4 1 I 111 livik Y HOLLOW DOOR-SEE SCHEDULE OCCURS H.M. DOOR FRAME w 4" (MIN - U.O.N.) OCCURS H.M. DOOR FRAME 4" (MIN - U.O.N.) B 1 % / RATED F TO DEM S N6 WALL STUDS FASTEN N HO - - • : �.--- METAL DOOR H.M. DOOR SOLID CORE WOOD DOOR • - : (E) SERVICE CORRIDOR METAL EXIT CORRIDOR OR STOCKROOM HOLLOW JAMB CONTINUOUS CAULK TO MATCH TRIM 11111111111111k .: . BEYOND SEE DOOR/ SCHEDULE COMPOSMON TILE SLAB II 7 WI I N - - - THRESHOLD, HARDWARE VINYL r - - � -. • -• _ - . _. • •- . - - - -. - . r - - -- - -.• -... � - • • -- IIIII 11 11 1 ! 1 NH 1111111 tL - - - -- m - --- -- m 0/ CONC. 4" H. X 1/2" SOLID WOOD BASEL B -1 1 FASTEN TO 12 BASE FILL All HOLES • ' I FC -3 I 1,3 10 _ _ _ SLAB, G.C. TO PREP AS TO RECEIVE FINISH FLOOR (E) CONC. REQ'D PHIWPS GLUE-DOWN VINYL WOOD FC -2 : w = . :. -, r- = - . _ _ . `. • r . . .:. FLOORING LA _ '•' v a ° • .. . v a A _ v a N0. v 10 1 FHWS, •~ w T Q v a Q I CI APR RECEIVE" OF TUK 0 12108 /4" 2 " /4" 2" PARTMON PARTITIO (FACTORY x -1/2" PROVIDED) (E) CONC. SLAB, G.C. TO PREP AS REQ'D TO RECEIVE FINISH FLOOR PERMIT CENTER 1- HOLLOW METAL DOOR JAMB / HEAD THRESHOLD @ SERVICE DOOR --- WOOD FLOOR 1 BASE DETAIL - 1 _ 4 .. - 7 H.M. FRAME WD. DOOR JAMB / HEAD 10 A. TABLE BELOW IS BASED ON UNIVERSAL INDUSTRIES, UNIMAST (USG) CORPORATION'S LIMITING HEIGHT TABLES FOR UNBRACED STUDS SPACED 16 AND 24" O.C. (SYSTEM FOLDER SA- 923 -1990 EDITION), REQUIREMENT FOR 5 PSF LATERAL PRESSURE AND 1/240 ALLOWABLE DEFLECTION FOR FLEXIBLE FINISHES, WITH 1 LAYER OF GYP. BD. PER SIDE OF STUD. B. SCHEDULED HEIGHTS MAY BE INCREASED BY 50% WHERE THE STUDS ARE DIAGONALLY BRACED AT THE MAXIMUM HEIGHT POINT TO THE STRUCTURE ABOVE © 4' -0" O.C. C. CAUTION! WHEN USING STUDS MANUFACTURED BY A COMPANY OTHER THEN USG, VERIFY CONNECT DEFLECTION TRACK TO STRUCTURE W/ (2) -112 SCREWS 16" O.C. UNDERSIDE OF FLOOR OR ROOF ABOVE FOR METAL DECK INSTALLATION / / 6 18 GA. DOUBLED MTL STUD LEDGER 3/4' CDX PLYWOOD 16 GA TYP 3 5/8" MTL TRACK ANCHOR TO UNDERSIDE OF (E) SLAB AT 24" O.C. MAX. AND 12" MANUFACTURERS STUD STRENGTH AND UMITING HEIGHT. ADJUST GAUGE AND MAXIMUM HEIGHT RECOMENDED BY MANUFACTURER'S CURRENT PRINTED SPECIFICATION. Stud Stud Stud Stud Maximum Width T e Gauge Spacing Hei h t YP 9 P 9 9 1 -5/8" 158ST25 25 16" 9'--6" 158ST25 25 24" 7-3" " 2 -1 /2 212ST25 25 16" 12'-6" 212ST25 25 24" 10'_9" 212ST22 22 16" 13' -0" 24" 212ST22 22 11'-6" 212ST20 20 16" 14' -0" 24" " 212ST20 20 24 12'-3" 3 -5/8" 358ST25 25 16" 16'-0" " 358ST25 25 24 13 —6 358ST22 22 16" 17' -3' 358ST22 22 24" 15' -0" 358ST20 20 16" 18' -3" 358ST20 20 24" 16' -0" 6" 600ST25 25 16" 20' -0" 600ST25 25 24" 15' -0" 6' 18 GA DOUBLED MTL STUD HEADER CONTINUOUS 1'x3' WOOD STRIP FROM EA. END. 1 s GA MTL JOIST 1 s o.c. SAFlNG MATERIAL / 11 N 1 PI r 16 GA TYP 3 5/8" MIL STUDS SPACED ®24" O.C. , 5/8 TYPE 'X' GYP. BD. AT BOTH SIDES OF METAL STUD FRAMING. SECURE TO MIL FRAMING W/ 1 'S' Is° �I 1 � � " III 8 A.F.F. SEALANT W/ BACKER ROD 1 LAYER TYPE "X' GYP. BD. 1/2' DEFLECTION SPACE (DO NOT FASTEN RUNNER, STUDS, OR % 1► i r i r A ►, u�► �►�►�►�►�►�►�► — O ,�� $ B.O. GYP. BD. CLG. Y : N . '~ ` � 3 5/8" 16 GA. MTL STUD HEADER ON TOP OF 16 GA. MTL STUD TRACK ®'�� •:. I.: TYPE SELF TAPPING STEEL SCREWS PLACED 8 O.C. ALONG EDGES OF BOARD AND 12' O.C. IN THE FIELD OF THE BOARD. STAGGER BOARD JOINTS ON OPPOSITE SIDES OF THE ASSEMBLY. GYp BD. TO COMP. TRACK) 16 GA TYP MTL TRACK. ANCHOR TO FLOOR SLAB AT 24" O.C. MAX AND 12" FROM EITHER END W/ HILTI 24" DS SERIES POWDER ACTUATED PINS. COMPLY W/ ICBO #1632. I 3M FIRE 1 OR APPROVED EQUAL SEALANT ��I FASTEN MTL STUD TO RUNNER 5/8' GYP, BD. TYP. ATTENUATION RUNNER TRACK INSULATION AS REQ'D 5/8' W.R. GYP. BD. TYP. THROUGHOUT TOILETROOM INTERIOR BASE TREATMENT. REFER TO INTERIOR ELEVA11ONS. FURRED WALL WHERE OCCURS FOR FINISH FLOOR - REFER TO FINISH SCHEDULE. ... PLUMBING ASSEMBLY PER U.L NO. HWS -0008 ASSEMBLY PER U.L NO. u465 EXISTING DEMISING WALL SOUTHCENTER MALL SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 A,/E PROJECT NO: DRAWN BY: CHECKED BY: 080031 JAW GSW STUD GA. LIMITING HT. SCHEDULE N.T.S. RATED DEFLECTION TRACK 3 " - V_0 " TOILET ROOM DECK 1/2" 6 1 -HOUR RATED PARTITION 12 @ SIDES WHERE MTL PLANT 4 STUD MIN. / / LEG DEFLECTION MIN. DEEP LEGS). STRUCTURE WITH 0 16" O.C. 20 GA. TRACK WITH EACH FLANGE OF OF STRUCTURE FOR BRACING 0 TOP OF WALL, REFER TO DETAIL 8 UNDERSIDE I III 1 ■I■I■I' Mr DOUBLE STUD OF OPENING z x '(SIN) xew „omf 3 5/8 20 GA STUD W/ 48 ° ° ° I ICI UNDER SIDE OF FLOOR OR ROOF ABOVE LINE OF CEILING, TIES TO UNDERSIDE OF SLAB. / SCREWS O.C. 1 OCC U RS 11 11 1 11 1 20 GA TYP 3 5/8 DEEP LEG MTL TRACK ANCHOR TO UNDERSIDE OF (E) SLAB AT 24" O.C. MAX. AND 12" Low- ", �v (4) #8 TEI< 20 GA STUDS DIAGONAL TO STRUCTURE AT 4' -0" DIRECTION) BD. � 111_ ii"1 I 1 IAI�I�I L ill 1 ( _) BACKING PLATE / ° FROM EA. END (OR BRACE AS DETAILED IN 4/A6.1). UNE OF CEILING WHERE OCCURS (EXTEND GYP BD. rI�i iii I1 6" x 16 GA A,B 4 STUDS � WELDED UP IN STOCK AREA) bow- TO (E) DECK ROOM I Mir 1 16 " O.C. MIN. 3 5/8 " 20 GA STD LEG TRACK !" ° 3 5/8 BRACING ALTERNATE (4) #8 TEK SCREWS I I a Q w ° - SOUND ATTENUATION INSULATION REQ'D ®TOILET ROOM WALLS) 6 pc,. ��� DOUBLE STUD 0 SIDES OF OPENINGS le (1) LAYER 5/8 GYP. BD. AT BOTH SIDES OF MTL STUD IR FRAMING. SECURE TO MTL FRAMING W/ 1 " (L) TYPE 'S' SELF TAPPING STEEL SCREWS PLACED 8 O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. � , co CONT 18 GA DEEP TRACK (1 1/2" CONNECT TO ROOF (2) #12 SCREWS 3/8 LONG 1/16" TYP. ALL FLANGES OF BACKING PLATE TO 1fi GA STUD 16 GA. SCREW STUDS WHERE BACKING PLATES OCCUR ` 110 ,1 . 1 I 5/8' GYP. \ ITZEMOP 20 GA STD. LEG MTL TRACK W/ HILII X -DNI 32 P8S15 Wit CONT. 3 5/8" X (�1 CH 1�� REW !N ®3' -0" O.C. MAX AND 12" FROM EITHER END. 1 ' BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. FINISH FLOOR -REFER TO FINISH SCHEDULE. LINE OF CEILING s - BACKING PLATE 6' x 1 1 /4" 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUDS BLOCKING PLATE TYPE � 1 ■ "B" • 1 LONG 1/16 GROOVE WELD TYP. W® OF BRACING PLATE TO STUD NON -RATED DEFLECTION 3"=V S PARTITION BRACING DETAIL 3�� �,_0.. 5 NON -RATED PARTITION F ® �® 0 •••• "6 41.0 0 ��� - ® �.��1 I. �'� � A. 101 FOR BRACING 0 TOP OF WALL, REFER TO DETAIL p DOUBLE STUD @ SIDES TYP. 20 GA. MIN. SCREW STUDS 20 GA. �. III ° OF OPENINGS UNDERSIDE OF STRUCTURE 20 GA " TRACK ANCHOR TYP 3 5/8 DEEP LEG MTL R TO UNDERSIDE OF (E) SLAB AT 24' O.C. MAX. AND 12 FROM EA. END. (E) TENANT DEMISING PARTITION OR EXTERIOR WALL (WHERE OCCURS). BACKING PLATE 6 " 1 (3) #8 F.H.S.D.S. x 1/4' 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUDS 0 . ° ° C� :" GYP. BD. COLUMN I. OLD TIGHT AS POSSIBLE UNE OF CEILING WHERE OCCURS (EXTEND GYP BD. BLOCKING PLATE TYPE i II "A" 1 LONG 1/16 GROOVE WELD TYP. 0 WEB OF BRACING PLATE TO STUD TOWEL BASE EQUIPMENT, LOCATION OF SCREWS WHEN UP TO (E) DECK IN STOCK ROOM AREA) FRAMING. SECUR O BD. SIDES FRAM GW/ 1 () TYPE S PAINT 1 P -1 1 NOTES: " r -11k1„. 2 1/2 • 3/4" WOOD SELF TAPPING STEEL SCREWS PLACED 8 O.C. ALONG EDGES OF BOARD AND 12 O.C. IN THE FIELD OF THE 1. TYPE " A " BACKING FOR MISC. ITEMS, IE. SURFACE MID. MIRRORS, WASTE RECEPTACLES, DISPENSERS, ETC. MAXIMUM WEIGHT - 50 LBS. 2. TYPE "B" BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG ETC. MAXIMUM WEIGHT - 100 LBS. /FT. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, BACKING PLATE, AND NUMBER. 4. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL ATTACHING ITEMS TO BACKING PLATE. 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. TRIM BY -- PAINT I P -1 ( BOARD. 20 GA STD. LEG MTL TRACK W/ HILT] X -DNI 32 P8315 RECEIVED CITY OF TUKWILA - 5/8" ' • NT 1 P--1 1 GYP. BD. 0 3' -O' O.C. MAX AND 12' FROM EITHER END. E. ,PERMIT CENTEI i BASE TREATMENT. REFER TO INTERIOR ELEVA11ONS. 4" X 3/4' WOOD BASE FINISH FLOOR - REFER TO FINISH SCHEDULE. is BY G.C. -PAINT P -1 -' METAL FRAMING BACKING DETAILS 1/2" 10 1/2" 11-0" NON -RATED FURRED PARTITION 1/2"= V-0"_1 1 _ l'_O" PICAL COLUMN ELEVATION _ NOT USED 4 1 DESCRIPTION MANUF GROUP / MODEL FINISH MTG. NOTE: ALL PARTS ARE SHIPPING NOTES: \� PREFABRICATED AND ARE TO BE 1. PROVIDE (1) EA. W.S. TOP PURCHASED BY GYMBORE. GC TO 2. PROVIDE (1) BUY -OUT PENCIL DRAWER COORDINATE INSTALLATION WITH PM. 3. PROVIDE (2) EA. TOP SUPPORT ASSEMBLIES 4. PROVIDE (1) EA. BACK CLEAT TOILET ROOM SIGN TO BE INSTALLED WITH CENTER OF SIGN AT 60" AFT, CENTERED ON DOOR. 12 1/2' x 12 1/2 ACRYLIC t-s, PANEL WITH GRAY BACKGROUND: - CIRCLE: WHITE 12 DIA. o - TRIANGLE: BLUE 12 x 12 ° 1 WITH WHITE GRAPHICS _ TEXT RAISED 1/32' FROM SIGN FACE. 2' HIGH LETTERS: "TOILET" • f If & TO I LET DUAL ROLL TOILET PAPER HOLDER ASI 0715 CHROME- PLATED STEEL SURFACE 1 1 I 1 • • SOLID IN -WALL BLOCKING SECURED TO STUDS 3' DIA. WHITE GROMMET FOR PHONE & ELECTRICAL SHIP LOOSE FOR FIELD LOCATION & INSTALLATION. .Q - r'� DO NOT DRILL � 42' GRAB BAR 0 SIDE, 36 GRAB BAR BOBRICK B -6806 S.S. W / SATIN FINISH SURFACE TOILET- SEAT -COVER DISPENSER BOBRICK B -221 S.S. W / SATIN FINISH SURFACE 1 1/2' P -LAM IS 1 BACKER ON P.B. CI 4. 1 , 4 S JWffARY NAPKIN DISPOSAL BOBRICK B -270 S.S. W/ SATIN FINISH SURFACE 1 1 /2 TILT MIRROR - 1$" X 36" BOBRICK OBRICK 8 -293 S.S. W/ SATIN FINISH SURFACE 1 1/4° O.D. . • • • • DOUBLE ROBE HOOK BOBRICK B -76727 S.S. W/ SATIN FINISH SURFACE P -LAM EDGE ON FRONT (2) SIDES. I ° I 3 / 1 _11 1 ° 1 1 1 1 1 1 1 01 0 2-9 " A F.F. SCREW SUPPORT TO BACK PLATE USING (7) #8 AB C.L OF GR BAR 2' -4 7/8" WAFFLE BLACK PLASTIC PENCIL DRAWER AND PLASTIC SLIDES TO BE MOUNTED TO WORKSURFACE 6" f 11 GRADE 2 BRAILLE BELOW TUT FRP. WAINSCOT 0/ 5/8" WATER RESISTANT GYP. BD. 1 1 ..... x 1 -1/2' FH CO 6 x 6" ACRYLIC PANEL HANDICAPPED ACCESSIBLE SYMBOL WHITE I BLUE BACKGROUND INSTAL) ADJACENT TO ENTRANCE D+ 3/4 MEL 25M, PB CORE BACK PLACE I '' SCREWED TO ANGLED SUPPORT SCREWS TOP SUPPORT SECTION 3'H x 3/4' PB BLACK CLEAT. SHIP LOOSE & FULL LENGTH TO 3/4" MEL 25, PB CORE ANGLED SUPPORT BE CUT TO FLT IN FIELD. NO TAPE ON EDGES. JACK PVC E SIDES E (2) LONG SIDES OF BACK PLATE PVC EDGETAPE LONG ANGLE OF MANAGER'S DESK ISOMETRIC SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 WE PROJECT NO: DRAWN BY: CHECKED BY: 080031 JAW GSW TOILETROOM ACCESSORIES - 12 GRAB BAR DETAIL 6" =1' -0" 9 MANAGER'S DESK ASSEMBLY N.T.S. 6 ADA SIGNAGE - _ , �i �� \ '� / f % ii I � � �� i) r ■ I I 1 STL ANGLE ANCHORED SLAB AND TO SHELF BOLT TO (E) MIN. 2' -0" O.C. TYP. FINISH W/ CLEAR SEALANT JOINT WAINSCOT PLASTIC J -MOLD TO MATCH ' 4' -O A.F.F. CASTER ARM FLANGE FOR fl WAINSCOT 363 1.117° FRP ALIGNMENT INTO WHEEL CHANNEL AT END / - \ I / SUAAL LL TAL WALL B METAL WA „ CLTZ rr � ^ 1. GYP. BD. OVER METAL STUD FRAMING polli ii .Z/1 < ,' „9 ANTI -11P ARM SELF DRIWNG 12X1' SCREWS - 2 PER ARMIN TRACK ANTI -11P ANTI -11P " ' ,, � �/ % _ / - STANDARD A I 1 I - -- SURFACE - MOUNTED STANDARDS AT 2' -0 (OR WHERE STUDS ALUM. J -MOLD 1/4 0 ANCHORS ,, _ 2' EMB. 24' O.C. . �' A O.C. FINISH JOINT W/ CLEAR SEALANT / ~ 2 1 I ; � L i • t �` SLOTTED SHELF LEG OCCUR) LENGTH ca ma r - I `-_ I I I I - I i SHELF, TYP. I I I I - - -- I I ____ MAXIMIZE STANDARD ONLY WHEN REQUIRED SHEET VINYL FLOORING NEEDS TO COVER UP WALL 6" I FC -4 II G a m C WATER PROOF MEMBRANE (BELOW FLOOR FINISH AND UP TO 6 ON WALL) % I � /// /, `p �` ,_ �� ,• t a / / / / /�'� �'� �� / ,. '� fir' 1 ... G.C. TO PROVIDE BLOCKING IN 1.-3 _ a .d 4 . a • - • e d • ° . ° ; a 4 4 . ° G d • a • • a ° • \ ■ II / ■ 1 � � ��- �, .�� STL ANGLE TO CONC FASTENED LEG ° a ° • ° . . . 4 .° A o _ • °Q • • CONCRETE SLAB ° WALL FOR ATTACHMENT. �. . I O 1 �+ ` , (E) CONCRETE SLAB II `O • . ° a . ° . . . • : .. • o 4.871 ° � . ANCHOR CONC. SLAB - - - - • • a • d p • ' � v / ELEVATION SECTION 4 ` ~ A Cr FIXED SHELF INSTALLATION N.T.S. 11 MOBILE SHELVING TRACK INSTALL. FULL 8 TYP. SHELVING W/ STANDARDS 1/2 " =1' - °" 5 TOILETROOM WAINSCOT ADD . • P. & SCREEN MOLDING ' (3) SIDES FROM FINIS'. FLOOR TO � F 1 • `I ' �• / '� - - m m _ °x48' 9 °( 0 b ..... 101 MOISTURE RESISTANT TOILET ROOM +������������ TOI PAPER MOUNTED DISPENSER P -5 1 4 thk ANNEAL / ) _ _ _ f , . �� 1 ,`. � ,' `� � ---- 0 0 TYP• p TYP• CLEAR MIRROR W/ I p_5 p--5 I ALUM SURROUND. PROVIDE CONTINUOUS FILLER CENTER ABOVE BASIN. + 8--6" A.F.F. d TYP. ii 48" A.F.F. HI-LO DRINKING FOUNTAIN - ' , I - m SHELF SHELF A = N � � _ �" `_ I + B.O. GYP. BD. CLG. F.R.P. WAINSCOT, TYP. / / 1 5 n n - , 5'� C ,� A I p �' i / 2 , � �r+9 O .. ` GRAB BAR 9 u u -� �' F0 2 40 IA ROVED PIPP ik _ '. la Otil Of " CU * VE DIAG DWI' TYP, 6° l I 30 "x4$" 4 1 `� �`- r 32 MIN. CLEAR FLOOR SPACE CENTERED UNDER LOW 1 3' -O" IO B N.T.S. SINGLE DRINKIN F A FOUNTAIN _ `� ✓ r � ( �� �i DRINKING FOUNTAIN UNIT '� ADD F.R.P. &SCREEN MOLDING ON d 1 TO 1 .6 ` 1 „0 - 1` „8 — ,Z 1 "1" "� \ � d ° m / F �- „LZ 'NIW „8Z 4 ' 'xdW 1 'NIW 1 „0 — ,i + D -0 A F.F. �j „g —if 4 w "' -4 MI: " -'�' (3) SIDES FROM FINISHED FLOOR TO 4$" A.F.F. m m � -- � ,-I_ 1 �• • __- ` TOILET SEAT COVER DISPENSER — \ ' /i '_6.. " r 6° M FINISH FLOOR �" WATER CLOSET -° L ii bl °• 1 FC -4 TOE 14/04-/ FC _4 SANITARY NAPKIN DISPOSAL CLEARANCE II II r'r• � F.R.P. WAINSCOT HOT WATER SUPPLY - COLOR WHITE LINE & DRAIN UNE " 8 K .40 � ,, Ai 54" (FRP -1 ®BASIN TO BE EE MIN. A WRAPPED W/ CLEARANCE INSULATION TO COMPLY W/ ADA B REQUIREMENTS. 1' -6" CITY '.jr TUKVVILA + N.T.S. . 5sR c�' ,, APR 0 1 2008 PERMIT CENTER PROVIDE DRINKING FOUNTAIN IF REVD. BY CODE IF TH IRINKING FOUNTAIN IS LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1' -b' AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND LS REQUIRED. . BBLER IS TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF - IT. 31. 1 �° _ - 1/4" = 1 4 TOILET ROOM PLAN 1/2 " =1' -0" TOILET ROOM INTERIOR ELEVATIONS 1 1 RINKING FOUNTAIN 1► 1 TO 2" 2'-8" 5' -2" 2' -8" a CrZY gyy,- CORPORATION 500 HOWARD SAN FRANCISCO, D D O STREET CALIFORNIA 8 Q O 94105 , 2Q, 2 -0" 2' -0" , Q�2 2" 2 G.C. TO GLUE WOOD TRIM TO WALL & FASTEN W/ SCREW US COVERS BY FASTCAP (FINISH TO TO MATCH WOOD TRIM). � , II ') An �' - ! • -� - - C T -- EQ. EQ. r 1 H. X 1/2' TH. WD. TRIM SUPL'D BY TENANT & INSTL'D i . ` ' _ ! :; - f 5 8" GYP. BD. - 10 p 1 PLAN VIEW FLAT PANEL N ABOVE WOOD TRIM - I PN 8 �_ " 1 534 / / 1 5/8" DIA. DECORATIVE END CAP PO DER COATED BROWN 9' -1 3/8" A.F.F. - NOTE: BY G.C. -PAINT (P - EAKERS AT nog \ " \ ARMOIRE ARE ON SEPARATE SYSTEM .ED STANDARDS �S ®2' O.C. NEL N SUPPLIED NT &I \ " 9'-1:1" A.F.F. ` „O L —,9 '' ' ; N T.O. STL POSTS „0 —,8 EQ � r — — L - -� i EQ / / T.O. WOOD TRIM - : .: :`.e �� '\ ■ �, w I; I � 1 1/2" METAL SLEEVE POWDER COATED BROWN MTL CUP - SEE DETAIL 4/A6.1 = : _ :. _ \ ~ :F c.L OF HORIZ. Sn TUBE 1/2" X 1 1/2" STL TUBING ATTACHED TO 5" WOOD TRIM SUPPLIED BY TENANT & INSTALLED BY G.C. 5 H. X 3/4' TH. WD. TRIM GLUE TO WALL & ATTACH TO DEMISING WALL STUDS TOP SLIPL BY TENANT & INSTL'p B HOLES. ` __ �__.. r : ._.____ __.�___ __ 1, 2 1/2" 1 4' PLATE APPLIED W/ MASTIC GLASS MIRROR 3/8 P LYWD. 2 1/2" / CONT. CAULK TO MATCH TRIM POPLAR WOOD TRIM „z/L < -,i I SEATING ARMOIRE�� /` BY TENANT & . D BY G.C. _ ■ „ g — ,0 ' � \ \ . . PREFlNISHEp p -1 I FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1350 CRAIG ROAD, SATE 300 ST. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415-2300 www�cw.com N ARMOIRE SUPPLIED BY TENANT & INSTALLED BY POPLAR WOOD TRIM PAINTED I P -1 I PAINTED P -1 G.C. PREFlNISHED P--1 2 " 2' -0" . " 1 - 0 3/4 STOP BASE AT ARMOIRE 2i PAINT) p_1 ( 5/8" GYP. BD. - PAINT �� COAL TO MATCH , p' 1 :- p7 I ' I ' ® 24" O.C. W/ SLOTS ®2" O.C. - SUPPLIED BY TENANT &INSTALLED BY G.C. \ \ .r. . FRONT VIEW " ' 4 \ SIDE VIEW FITTING ROOM MIRROR DETAIL 3 „ . 12 ENLARGED TV ARMOIRE DETAILS 1/2"=1'-‘3" fi TOP TRIM DETAIL AT HANGING SYST. � �� _ �' -0., m z & 0 h- ®P 'PROVED - 3 j��� Of Tukwila . I L A I I S ON I ...I si Q ,J 2 < J J Q 0 W Ix 00 < W co � " 0 >EN z z 2 W N _ N = Z V N p- <- S I W = w J C] 178 0 0 Q cry o a a. ° co yr CO% - a 2'--0" JOINT W/ CONT. SEALANT MATCH TRIM TO PROVIDE 2 X 2" X 1 /4' ANGLE (TYP. 3 SIDES) TO METAL STRAPS " W / 1 TOGGLES BOLTS © O.C. 16 GA CONT. STEEL BACKING (TYP . 3 1'--5 3/4" 4' -10' NOTES; STUDS BY FASTCAP. INSTALL, ����� CODE JM PcE f " 1121119 N • 1 " '` — G.C. TO GLUE BASE BOARD TO WALL & FASTEN INTO TOP & BOTTOM. FILL HOLES W/ SCREW COVERS 49 (FINISH TO TO MATCH WOOD TRIM). - BASE IS SUPPLIED BY TENANT IN 2 PIECES G.C. TO /0 PATCH &PAINT ALL TRIM. o ao \ in 1 - EQ. . 2' -0 Q I CONCEALED 2' -O" N I'� SLOTS EQ. 0 .) \ " � PLAN VIEW _ .: � Y: 5/8" GYP. 1 1/2' DIA. COATED TO 24" O.C. O.C. - SUPPLIED & INSTALLED BD. - PAINT POSTS POWDER Ai AR ------ Ci G.C. MATCH P -1 W/ SLO BY TENANT BY G.C. ) �p 1 j " 2);1/1 \ / „0 —,9 - v L 7,11 „ -fr_ � - �r1/ FITTING RM. BENCH ILAM -11 " - � (CENTER OF WD. BLOCKING) A f 81—O" \ ; 64 0'-- \ \ 1 i \1- ` CONTINUOUS AT TOP OF 12" H. X 3/4" ATTACH TO & BOTTOM INSTL'D BY CAULK TO MATCH BASE TH. WO. BASE DEMISING WALL STUDS -- SUPL'D BY TE NANT I � �• TOP & SUPPLIED BY TENANT & INSTALLED BY G.C. FILL TO f G.C. S TL ANCHOR 1/2 6" X STRAP SIDES) i W/ SLOTS 2 SECTION ARMOIRE — SUPPLIED BY TENANT & INSTALLED BY G.C. \ C P \ . ammommi�- ..m..... \ G.C. - PAINT I p -1 I g a m � � j ARMOIRE aurruEu BY WONT & INSTALLED BY - SEE DETAIL 1‘2 STL TUBING 12 BASE BY TENANT & BY G.C. CAULK AT TOP OF TO MATCH BASE END CAP POWDER TH. WD. BASE TEN & INSTL'D a o o MIL CLIP 4/A6.1 s X 1 2 -111 . 9 . 2 X 4 CONT. WOOD BLCKG. qt • , : • 1 ' : =: _ :F\ : , ATTACHED T SUPPLIED INSTALLED I "' 2 3/4 ° ° = 1'_2" C.C. 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TUBING I ATTACHED TO 12 BASE I SUPPLIED BY TENANT & I INSTALLED BY G.C. 12 H. X 3/4 TH. WD. BASE " " I 12" H. BY TENANT & INSTL'D / ' 1 _. _... . . #93 *i fl . Lu j aOG . p.G' ° - � H SECTION & ARM O DETAILS I RE P -1 N _ BASE INSTL'D a m - - - - - `� _ "! 2 � -0 - C `� 7 4" H. X 1 /2" TH. WD. c., - t: & x i SUPL'D BY TENANT & • °•••••••••••••••••,•••••••••••• � : SHEET NUMBER: A6 A - - -- - - -- , r ---ti - PAINT - BY G.C. -1 o \� \ \ \ \ _ \ \ SECTION 3/4" = 1' -0" 10 3/4" = 1' -0" 6 " =1' -0" 1/2 " =1 "-0" 1 ELEV. AT TYPICAL HANGING SYST 2 SECTION ARMOIRE SECTION 7 POST & TUBE ATTACHMENT DETAIL 4 TV SEATING 2' -5 7/8" 10 3/4 1' -11 1/4" GLASS COUNTER TOP A -A - 0 :. 1%. d 9 /L 6 -,Z ,, „E A „9 /L 0 l —, L A „ i, ol 1 �— tn ►o � A 2' -1 1/2" p = n a3 CV ".1°. r-- o _ .. N 2�, .9 /L 6-,Z 1 , EQ. 2" EQ. 2 7 EQ. „ 9 /L O l —, L - „Z „Z 4 G N r1 f 1' -5' 1' -5" 1' -1 D 7/8" - 7 '' n o I 1' - 6 3 / 4 " ` g � 1 -- ir __- ir -- -ir - -� ! _ iii LJL__ 0 ii * L_ ii Ui JL_ J -- °. A , �, — N ` _ \ I� 2 >/ ` ` QUADPLEX ` ` A -A PHONE UNE DATA LINE IG DUPLEX V V V 1 1 1 V `1 t 1 ` I. IT ► 1..i.. SPACE #1220 1036 SOUTHCENTER MALL TU KWI LA, WA 98188 WE PROJECT NO: DRAWN BY: CHECKED BY: 080031 JAW GSW BACKWRAP ELEVATION - EMPLOYEE SIDE 1"=11-0" 9 CASHWRAP ELEVATION - CUSTOMER SIDE ' CODE COMPLIANCE APPROVED APR - 3 2008 2' -5 7/8 A-A BUILDING DIVISION 1' -3" A -A -•a— of \\\ \ \ \ \ \ \ \ \ ' , ,, „9 /L 6-,Z L N,--- 1 1' -10 7/8” 1. 3" a L / 1 L_1 ,, °D CV di J 2 ° f_ „9 /L 6 -,Z H EQ. 2' EQ. 2 EQ. h „9 /L 0L -,L / „Z "7 N o0 1i 1' -10 7/8” — 1' -10 7/8° Co � i r n o .— ( ) ) ...,.- L_ r� \ L 2 � • — A -A �— QUADPLEX A -A PHONE UNE PHONE UNE IG DUPLEX DATA LINE DO g r lb, 1G DUPLEX BACKWRAP FRONT ELEVATION 1"=11-0" 8 CASHWRAP ELEVATION - EMPLOYEE SIDE IG DUPLE( EMPLOYEE SIDE Oh DATA L CUSTOMER SIDE QUADPLEX 9 -- 9 A Z A -A PHONE UNE QUADPLEX PHONE LINE DATA LINE -A ~ ,B /L 5—eZ 1 1G DUPLE< o I.G a O 4 I. G. 1 L LGa i 7 2' -5 7/8" 8B (� 2 A -A --"— 7' -8 3/8 — 2' DIA. HOLE N. —'"-- 9 A -A 7' -8 3/8' / ` / EMPLOYEE SIDE CITRECEIVED T1LA CUSTOMER SIDE APR 012008 PERMIT CENTER 1 �� ^ 7 1u1_11 -0„ CASHWRAP PLAN BACKWRAP PLAN TABLE OF CONTENTS DMSION 0: CONDU1ONS OF THE CONTRACT 00700 GENERAL CONDITIONS (ALA A201 -1997) 00800 SUPPLEMENTARY CONDITIONS DMSION 1: GENERAL REQUIREMENTS 01100 SUMMARY OF WORK 01300 ADMINISTRATIVE REQUIREMENTS 01400 QUALITY REQUIREMENTS 01500 TEMPORARY REQUIREMENTS FACILITIES AND CONTROLS PRODUCT 01600 PRODUCT T REQUIRE 01630 SUBSTITUTIONS AND PRODUCT OPTIONS 01700 EXECUTION REQUIREMENTS 01735 SELECTIVE DEMOLF11ON 01800 SYSTEMS DEMONSTRATION DIVISION 2: SITE CONSTRUCTION (NOT USED) DIVISION 3: CONCRETE 03540 CEMENTTI1OUS UNDERLAYMENT DIVISION 4: MASONRY (NOT USED) DMSION 5: METALS 05500 METAL FABRICATIONS 05700 ORNAMENTAL METALS DIVISION 6: WOOD AND PLASTICS 06105 MISCELLANEOUS ROUGH CARPENTRY 06200 FINISH CARPENTRY 06400 ARCHITECTURAL WOODWORK DIVISION 7: THERMAL AND MOISTURE PROTECTION 07210 BUILDING INSULATION 07560 ROOF REPAIRS 07600 FLASHING AND SHEET METAL 07810 PATCHING EXISTING FIREPROOFING 07840 FIRESTOPPING 07900 JOINT SEALERS DIVISION 8: DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 08310 ACCESS DOORS AND PANELS 08410 ALUMINUM FRAMED STOREFRONTS Q8700 HARDWARE 08830 FRAMELESS MIRRORS DIVISION 9: FINISHES 09260 GYPSUM BOARD ASSEMBLIES 09300 TILE 09510 ACOUSTICAL CEILINGS 09640 WOOD STRIP FLOORING 09650 RESILIENT TILE FLOORING 09655 RESIDENT SHEET FLOORING 09900 PAINTS AND COATINGS DMSION 10: SPECIALTIES 10680 COMPACT MOBILE STORAGE UNITS 10810 TOILET ACCESSORIES DIVISION 11: EQUIPMENT (NOT USED) DIVISION 12: FURNISHINGS (NOT USED) DIVISION 13: SPECIAL CONSTRUCTION (NOT USED) DIVISION 14: CONVEYING SYSTEMS (NOT USED) DIVISION 15: MECHANICAL (REFER TO MECHANICAL DRAWINGS) DMSION 16: ELECTRICAL (REFER TO ELECTRICAL DRAWINGS) DIVISION ZERO: CONDITIONS OF THE CONTRACT SECTION 00700 - GENERAL CONDITIONS A. GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201, 1997 EDITION, IS A PART OF THIS CONTRACT, AND SHALL GOVERN WORK. 1. A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST. SECTION 00800 - SUPPLEMENTARY CONDITIONS A. CONDITIONS AND REQUIREMENTS: GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DMSION 1, GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION OF EVERY PART OF PROJECT. B. DMSION 1: WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT ADMINISTRATION OR WORK- RELATED REQUIREMENTS OF THE CONTRACT, THOSE PARAGRAPHS ARE EXPANDED IN DIVISION 1. C. SUBCONTRACTORS: CONTRACTOR AGREES TO BIND SUBCONTRACTORS AND MATERIAL SUPPUERS TO TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONS, INCLUDING ARBITRATION. D. PAYMENTS: SEE CONSTRUCTION CONTRACT. E. INSURANCE: AS APPROVED BY OWNER. F. MISCELLANEOUS DEFINITIONS: 1. APPROVED: REQUIRES WRITTEN ACTION BY ARCHITECT AS DOES TERMS SUCH AS DIRECTED, SELECTED, REQUIRED, ORDERED, DESIGNATED, ACCEPTED, ACCEPTABLE, AND SATISFACTORY. 2. FURNISH: SUPPLY AND DELIVER TO PROJECT, UNLESS OTHERWISE STATED IN GREATER DETAIL 3. INSTALL OPERATIONS AT PROJECT, FROM INSPECTING AND UNLOADING, TO COMPLETION IN PLACE, READY FOR INTENDED USE. 4. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE STATED IN GREATER DETAIL DIVISION ONE: GENERAL REQUIREMENTS SECTION 01100 - SUMMARY OF WORK A. SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF THE 'GYMBOREE' STORE AS INDICATED IN CONTRACT DOCUMENTS. 1. ITEMS NOTED "NIC" (NOT IN CONTRACT) WILL BE FURNISHED AND INSTALLED BY OWNER OR UNDER SEPARATE CONTRACT. 2. HAZARDOUS MATERIALS: NOT IN CONTRACT; OWNER WILL PROVIDE FOR HANDLING OF HAZARDOUS MATERIALS UNDER SEPARATE CONTRACT PRIOR TO THIS PROJECT. IF HAZARDOUS MATERIALS ARE SUSPECTED, NOTIFY OWNER IMMEDIATELY. B. WORK SEQUENCE: COORDINATE CONSTRUCTION SCHEDULE, OPERATIONS AND USE OF PREMISES WITH BUILDING MANAGEMENT. C. CONTRACTOR USE OF PREMISES: UMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED; UMFT ACCESS AS DIRECTED BY OWNER & LANDLORD. D. LINES AND LEVELS ENGINEERING: ESTABUSH LINES AND LEVELS BY USE OF RECOGNIZED ENGINEERING PRACTICES. LOCATE AND PROTECT CONTROL AND REFERENCE POINTS. E. REGULATORY REQUIREMENTS: PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH APPUCABLE CODES. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM ARCHITECT OF DISCREPANCIES OBSERVED OR NOTED BY OTHERS. F. STANDARDS: COMPLY WITH STANDARDS REFERENCED EXCEPT WHERE MORE RIGID REQUIREMENTS ARE REQUIRED BY CODE. DATE OF STANDARD IS THAT IN EFFECT AS OF DATE DOCUMENTS ARE ISSUED, EXCEPT WHEN SPECIFIC DATE IS SPECIFIED. G. OWNER FURNISHED CONTRACTOR INSTALLED ITEMS: OWNER WILL ARRANGE FOR AND PAY FOR PRODUCT AS INDICATED ON DRAWINGS TO BE DELIVERED TO PROJECT SITE FOR CONTRACTOR INSTALLATION. 1. CONTRACTOR SHALL INSPECT, RECEIVE, UNLOAD, STORE, INSTALL AND FINISH. SECTION 01300 - ADMINISTRATIVE REQUIREMENTS A. PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO SUBMITTING TO OWNER'S PROJECT MANAGER; INFORM OWNER'S PROJECT MANAGER IN WRITING AT TIME OF SUBMISSION OF ANY PROPOSED DEVIATION FROM CONTRACT DOCUMENTS. 1. SUBMITTAL BY CONTRACTOR REPRESENTS THAT HELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA HAVE BEEN DETERMINED AND VERIFIED BY CONTRACTOR. 2. REVIEW OF SUBMITTALS BY OWNER'S PROJECT MANAGER SHALL BE FOR DESIGN CONCEPT ONLY AND SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT DOCUMENTS. B. CONSTRUCTION PROGRESS SCHEDULE: BAR CHARTS OR CONTRACTOR'S STANDARD COMPUTERIZED SCHEDULES, UPDATED REGULARLY, NO LESS THAN MONTHLY. C. SCHEDULE OF VALUES: AIA FORM G703 OR APPROVED FORMAT. D. SHOP DRAWINGS: SUBMIT ONE REPRODUCIBLE AND TWO PRINTS; PROVIDE FOR CUSTOM PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT DATA. E E. PRODUCT DATA: SUBMIT NUMBER REQUIRED BY CONTRACTOR PLUS TWO FOR OWNER'S PROJECT MANAGER; INDICATE ITEM TO BE USED WHERE DATA FOR MORE THAN ONE PRODUCT OR OPTION IS INCLUDED; PROVIDE FOR EACH STOCK MANUFACTURED ITEM. F. SAMPLES: PROVIDE SAMPLES FOR EACH TYPE OF EXPOSED FINISH, COLOR, AND TEXTURE; MINIMUM SIZE 6 ", MAXIMUM SIZE 12' UNLESS OTHERWISE SPECIFIED; SUBMIT ONE SAMPLE FOR ARCHITECT TO RETAIN, ONE SAMPLE FOR FIELD OFFICE, AND NUMBER REQUIRED BY CONTRACTOR. G. MANUFACTURER'S CERTIFICATES: PROVIDE TWO. H. COORDINATION: COORDINATE USE OF PREMISES AND ACCESS TO SITE UNDER DIRECTION OF OWNER; COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS. 1. MAKE PROVISIONS FOR OWNER INSTALLED ITEMS AND FOR SEPARATE CONTRACTS. 2. VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTION TO, AND PLACING SUCH EQUIPMENT IN SERVICE. 3. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK; CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS; COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHES. I. PROJECT MEETINGS: SCHEDULE AND ADMINISTER MEETINGS, MAKE PHYSICAL ARRANGEMENT, PREPARE AGENDA, PRESIDE AT MEETINGS AND RECORD MINUTES. SECTION 01400 - QUALITY REQUIREMENTS A. GENERAL MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP. B. MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON -SITE OBSERVATIONS AND RECOMMENDATIONS. 1. REPRESENTATIVE SHALL: A. OBSERVE HELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES. OBSERVE QUALITY OF WORKMANSHIP AND METHODS OF INSTALLATION. B. PROVIDE RECOMMENDATIONS FOR INSTALLATION AND WORKMANSHIP. C. WHERE REQUIRED, START, TEST, AND ADJUST EQUIPMENT AS APPLICABLE. D. SUBMIT WRITTEN REPORT TO OWNER'S PROJECT MANAGER OF OBSERVATIONS. C. MOCK -UPS: CONSTRUCT FIELD SAMPLES AND MOCK -UPS ON SITE AS REQUIRED. D. TESTING LABORATORY SERVICES: TESTING SHALL BE BY AN APPROVED TESTING LABORATORY, AS REQUIRED BY SPECIFICATIONS AND BY APPLICABLE CODES. 1. TESTING REQUIRED WILL BE PAID FOR BY OWNER EXCEPT RETESTING WILL BE PAID FOR BY CONTRACTOR WHERE REQUIRED BY FAILURE TO MEET ORIGINAL TESTS. 2. CONTRACTOR SHALL FURNISH MATERIALS AND SAMPLES FOR TESTS AND SHALL ASSIST TESTING LABORATORY AS REQUESTED. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS A. GENERAL: PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS AS REQUIRED TO COMPLETE PROJECT IN ACCORDANCE WITH CONTRACT DOCUMENTS AND TO CONFORM WITH REQUIREMENTS OF APPLICABLE AUTHORITIES. 1. CONTRACT GOVERNING AUTHORITIES TO ESTABUSH EXTENT OF TEMPORARY FACILITIES AND TEMPORARY CONTROLS REQUIRED BY AUTHORITIES. B. TEMPORARY POWER: PROVIDE POWER SERVICE AND LIGHTING REQUIRED FOR OPERATIONS, WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED TO ALLOW SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION -TYPE POWER CORDS. C. TEMPORARY WATER AND SANITARY SERVICES: PROVIDE AND MAINTAIN REQUIRED DRINKING WATER AND SANITARY FACILITIES WITH ENCLOSURES. D. NOISE, DUST, AND POLLUTION CONTROL PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS FOR NOISE, DUST, AND POLLUTION CONTROL E. BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM OPERATIONS; AND AS REQUIRED BY GOVERNING AUTHORITIES. 1. FENCE: MINIMUM 8'--0' COMMERCIAL CHAIN LINK OR SOLID WOOD CONSTRUCTION EQUIP WITH GATES WITH LOCKS. 2. SECURITY: MAINTAIN SITE AND MATERIALS SECURE DURING CONSTRUCTION PERIOD, F. CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH; DISPOSE OF OFF -SITE AT INTERVALS APPROVED BY OWNER'S PROJECT MANAGER AND ACCEPTABLE TO APPLICABLE AUTHORMES. G. SIGNS: SUBJECT TO APPROVAL OF OWNER'S PROJECT MANAGER. H. FIELD OFFICE: PROVIDE WEATHER -TIGHT FIELD OFFICE, WITH LIGHTING, ELECTRICAL OUTLETS, HEATING, AND VENTILATING EQUIPMENT, AND EQUIPPED WITH FURNITURE. 1. TELEPHONE SERVICE: PROVIDE TELEPHONE SERVICE AND FAX SERVICE TO SITE DURING ON -SITE CONSTRUCTION OPERATIONS. 2. TELEPHONE SERVICE: PROVIDE CELLULAR PHONE WITH ON -SITE PERSON IN CHARGE; PROVIDE PHONE NUMBER TO OWNER'S PROJECT MANAGER. I. STORAGE LIMIT ON -SITE STORAGE TO AREAS DESIGNATED FOR CONSTRUCTION OPERATIONS AND APPROVED IN WRITING IN ADVANCE BY OWNER; PROVIDE ADDITIONAL WEATHER - TIGHT, SECURED OFF -SITE STORAGE AS REQUIRED. J. REMOVAL AND CLEANING: REMOVE CONSTRUCTION FACILITIES, CLEAN AND REPAIR DAMAGE, IN EXCESS OF CONTRACT REQUIREMENTS, CAUSED BY OPERATIONS OR USE OF TEMPORARY FACILITIES. SECTION 01600 -- PRODUCT REQUIREMENTS A CONTRACT AMOUNT: BASE ON MATERIALS AND PRODUCTS IN CONTRACT DOCUMENTS; WHERE USILU IN CONTRACT DOCUMENTS, MATERIALS AND PRODUCTS BY MANUFACTURERS NOT USTED SHAD_ NOT BE USED WITHOUT WRITTEN APPROVAL B. PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE; PROVIDE NEW MATERIALS UNLESS OTHERWISE DIRECTED IN CONTRACT DOCUMENTS. C. INSTALLATION: INSTALL ITEMS PLUMB, LEVEL AND SECURE, AND IN CORRECT RELATION TO ADJACENT PRODUCTS; SECURE IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. 1. COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED. D. TRANSPORTATION: TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE, DELIVER IN UNDAMAGED CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR PACKAGING. E. HANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT SOIUNG AND DAMAGE; PROMPTLY INSPECT TO ASSURE PRODUCTS ARE CORRECT, COMPLETE, AND UNDAMAGED, AND QUANTITIES ARE CORRECT. F. STORAGE: STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS, WTTH SEALS AND LABELS INTACT AND LEGIBLE. G. PROTECTION: PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM TRAFFIC AND CONSTRUCTION OPERATIONS, REMOVE WHEN NO LONGER NEEDED. H. SPECIFIED PRODUCTS: FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE PRODUCTS OR MANUFACTURERS, SELECT PRODUCTS OF ANY NAMED MANUFACTURER MEETING SPECIFICATIONS. SECTION 01630 - SUBSTITUTIONS AND PRODUCT OPTION A. SUBSTITUTIONS AND PRODUCT OPTIONS: PROVIDE PRODUCTS INDICATED OR APPROVED; REQUESTS FOR SUBSTITUTIONS OF OTHER PRODUCTS WILL BE CONSIDERED IF SUBMITTED IN WRITING. 1. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN SPECIFICATIONS, SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND MANUFACTURERS NOT SPECIFICALLY NAMED WHERE NAMES ARE USTED. 2. SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED. SUBMITTALS SHALL INCLUDE COST OR TIME BENEFITS FOR SUBSTITUTIONS; FAILURE TO INDICATE COST OR TIME BENEFIT IS JUSTIFICATION FOR REJECTION. 3. CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTRACTOR HAS INVESTIGATED PROPOSED PRODUCTS AND DETERMINES IT MEETS OR EXCEEDS SPECIFIED PRODUCTS AND WAIVES CLAIMS FOR ADDITIONAL COSTS THAT SUBSEQUENTLY BECOME APPARENT. 4. ARCHITECT'S DUTIES: OWNER'S PROJECT MANAGER SHALL BE JUDGE OF ACCEPTABILITY AND RESERVES RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT INFORMATION; USE ONLY SUBSTITUTIONS APPROVED IN WRITING. OWNER'S PROJECT MANAGER HAS THE RIGHT TO EMPLOY ARCHITECT TO EVALUATE AND APPROVE SUBSTITUTIONS. SECTION 01700 - EXECUTION REQUIREMENTS A. INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT, EXCEPT FOR INDMDUALS IN TRAINING UNDER DIRECT SUPERVISION OF EXPERIENCED INSTALLER . B. EXAMINATION: BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER HAS EXAMINED SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER REQUIREMENTS FOR TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. C. MANUFACTURER'S INSTRUCTIONS: WHEN WORK IS SPECIFIED TO COMPLY WITH MANUFACTURERS' RECOMMENDATIONS OR INSTRUCTIONS, DISTRIBUTE COPIES TO PERSONS INVOLVED, AND MAINTAIN ONE SET IN FIELD OFFICE. D. INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. E. PROTECTION: COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET, PROVIDE VENTILATION TO AVOID CONDENSATION AND TRAPPING WATER. F. CUTTING AND PATCHING: CUT AND FIT COMPONENTS AS REQUIRED; PATCH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES. 1. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO MATCH ADJACENT FINISHES; FOR CONTINUOUS SURFACES REFINISH TO NEAREST INTERSECTION, FOR AN ASSEMBLY REFINISH ENTIRE UNIT. G. FINAL CLEANING: CLEAN INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW, REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES; POUSH TRANSPARENT AND GLOSSY SURFACES; VACUUM CARPETED AND SOFT SURFACES; CLEAN DUCTS; CLEAN SITE. H. SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS BEEN SUBSTANTIALLY COMPLETED. WHERE OWNER REQUIRES USE OF SPACE PRIOR TO FINAL COMPLETION, PROVIDE UST OF ITEMS TO BE COMPLETED. 1. OWNER'S PROJECT MANAGER WILL REVIEW UST OF ANY ITEMS TO BE COMPLETED AND SUPPLEMENT UST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. I. FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK IS IN COMPLIANCE WITH CONTRACT DOCUMENTS, MIENS HAVE BEEN TESTED AND ARE OPERATIONAL, AND WORK IS READY FOR FINAL INSPECTION. J. PROJECT RECORD DOCUMENTS: MAINTAIN COMPLETE AND UP -TO -DATE RECORD DOCUMENTS; KEEP SEPARATE FROM FIELD DOCUMENTS. SUBMIT PROJECT RECORD DOCUMENTS, MATERIAL AND FINISH DATA, OPERATION AND INSTRUCTION MANUALS, WARRANTIES AND BONDS AT COMPLETION. 1. SUBMIT BOUND IN 8 -1/2" X 11" THREE RING BINDERS WITH DURABLE PLASTIC COVERS. ARRANGE IN FORMAT SIMILAR TO SPECIFICATIONS. K. WARRANTIES: PROVIDE WARRANTIES AS INDICATED, SIGNED BY CONTRACTOR AND MANUFACTURER; FORM AS APPROVED BY OWNER PRIOR TO EXECUTION. 1. WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS OWNER MAY HAVE AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS AND AS PRESCRIBED BY LAW, REGARDLESS OF WORDING OF WARRANTY. SECTION 01735 - SELECTIVE DEMOLITION A. SELECTIVE DEMOLITION: REMOVE FROM SITE EXISTING MATERIALS, CONSTRUCTION AND UTILMES AS NEEDED TO COMPLETE PROJECT. REMOVE EXISTING ELEMENTS DURING CONSTRUCTION, AS NEEDED TO COMPLETE WORK. 1. REMOVE ONLY THOSE ELEMENTS NECESSARY FOR COMPLETION OR REPAIR ELEMENTS UNNECESSARILY REMOVED OR DAMAGED 2. CAREFULLY REMOVE AND STORE ITEMS INDICATED FOR COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND 3. PROTECTION: PREVENT MOVEMENT AND SETTLEMENT OF ADJACENT STRUCTURE; PROVIDE BRACING, SHORING, AND UNDERPINNING AS NEEDED AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURES. ASSUME LIABILITY FOR SUCH MOVEMENT AND SETTLEMENT. 4. UTILITIES: CONTACT APPUCABLE UTILITY COMPANIES PRIOR TO DISCONNECTING UTIUTIES; DISCONTINUE WORK IF UNEXPECTED UTILITY UNES ARE ENCOUNTERED. SOURCE AND USE PRIOR TO REMOVAL CAP AND IDENTIFY SECTION 01800 - SYSTEMS DEMONSTRATIONS A. SUMMARY: PROJECT INCLUDES SPECIAL FACILITY START-UP PROCESS TO BRING FACILITY TO FULLY OPERATIONAL STATE, FREE OF DEFICIENCIES, IN MOST EFFICIENT ACHIEVABLE. DIVISION TWO: SITE CONSTRUCTION (NOT DIVISION THREE: CONCRETE SECTION 03540 - CEMENTITIOUS UNDERLAYMENT A. GENERAL: PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM, NOT INTENDED AS FINISHED TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED B. INSTALLER: FIRM WITH MINIMUM 5 YEARS SUCCESSFUL EXPERIENCE, INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND ACCEPTABLE TO MANUFACTURER. C. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE. D. MANUFACTURER: ARDEX, INC. /K -15; W.R.BONSAL CO. /SEU E. SYSTEM: POURABLE CEMENTITIOUS, HIGH - STRENGTH, FAST-SETTING, NON-SHRINK, SELF -- LEVELING UNDERLAYMENT; MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, ASTM C349. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS INSTRUCTIONS. REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 DIVISION FOUR: MASONRY (NOT USED) City Of Tukwila BUILDING DIVISION DIVISION FIVE: METALS SECTION 05500 - METAL FABRICATIONS A GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS INCLUDED AS PART OF OTHER SECTIONS, WITH ANCHORS AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. SUBMITTALS: FURNISH SHOP DRAWINGS FOR CUSTOM FABRICATIONS, MANUFACTURED ITEMS; PROVIDE TEMPLATES FOR ANCHOR INSTALLATION C. STEEL SHAPES: ASTM A36 STEEL D. GROUT: PROVIDE NON- SHRINK, NON- METAUJC, PRE -MIXEI NON- STAINING, NON - CORROSIVE, NON - GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. E FASTENERS AND ROUGH HARDWARE TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE ZINC - COATED FASTENERS FOR EXTERIOR USE OR WHERE BULL T INTO EXTERIOR WALLS. F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATE BEING WELDED. G. PAINT: PROVIDE PRIMERS AS RECOMMENDED BY PAINT MANUFACTURERS FOR SUBSTRATES AND PAINTS SPECIFIED IN SECTION 09900 -- PAINTING. 1. GALVANIZING REPAIR PAINT: HIGH ZINC -DUST CONTENT WELDS IN GALVANIZED STEEL H. FABRICATION: FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY SECURED; GRIND EXPOSED WELDS CONTINUOUS, SMOOTH AND FLUSH WITH ADJACENT EASE EXPOSED EDGES TO APPROXIMATE 1/32" UNIFORM RADII 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FASTENED. 2. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. L FINISHES: GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS INTERIOR MISCELLANEOUS METAL; GALVANIZE COATING MINIMUM G90 COATING, GALVANIZED AFTER FABRICATION. 1. CLEAN SURFACES OF RUST, SCALE, GREASE AND FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR PAINTED FINISH. J. INSTALLATION: INSTALL ITEMS SQUARE AND LEVEL, ACCURATELY DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE; ENSURE AUGNMENT WITH ADJACENT CONSTRUCTION; COORDINATE WITH RELATED WORK TO ENSURE NO INTERRUPTION IN INSTALLATION. 1. SUPPLY ITEMS REQUIRING TO BE CAST INTO OR EMI APPROPRIATE TRADES. 2. AFTER INSTALLATION, TOUCH -UP FIELD WELDS AND SCRATCHED AND DAMAGED SURFACES; USE PRIMER CONSISTENT WITH SHOP COAT OR RECOMMENDED FOR GALVANIZED SURFACES, AS APPUCABLE. RECEIVED CITY OF TUKVVILA APR 0 1 2008 4 1)6 b PERMIT CENTER vvv 1 1 1 • ■1 1 ■1% IVIA■ SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 WE PROJECT NO: DRAWN BY: CHECKED BY: 080031 JAW GSW 9 - I SECTION 05700 - ORNAMENTAL METALS A. GENERAL: PROVIDE CUSTOM ORNAMENTAL METAL ITEMS AS INDICATED WITH ACCESSORIES AND ATTACHMENT DEVICES AS REQUIRED FOR COMPLETE, FINISHED INSTALLATION. B. ORNAMENTAL METAL ITEMS: 1. PROVIDE BREAK METAL SHAPES AS INDICATED ON DRAWINGS. C. SUBMITTALS: FURNISH PRODUCT DATA, SHOP DRAWINGS, AND SAMPLES OF EACH EXPOSED METAL FINISH. D. FABRICATOR: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING ORNAMENTAL METAL ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT. E. STAINLESS STEEL ASTM A666, TYPE 302/304 CORROSION RESISTANT STAINLESS STEEL WITH NO. 4 SATIN DIRECTIONAL FINISH. F. ALUMINUM: MINIMUM ASTM 8209, 6061 -T6 PLATE AND SHEET, ASTM 8221, 6063 -T6 EXTRUSIONS; SIZED FOR STRENGTH AND DURABILITY CONSISTENT WITH APPUCATION INVOLVED. 1. FINISH: PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS INTENDED FOR POWDER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. G. BRACKETS AND ANCHORS: UNEXPOSED PLATES, ANGLES AND SUPPORTS MAY BE STEEL; EXPOSED ITEMS TO MATCH ORNAMENTAL METAL TYPE AND FINISH. H. FASTENERS: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE CONCEALED FASTENERS EXCEPT WHERE SPECIFICALLY APPROVED; WHERE EXPOSED MATCH TYPE AND FINISH OF METAL BEING FASTENED. 1. CONCEALED STEEL FASTENERS: HOT- DIPPED GALVANIZED MINIMUM G90 WHERE BUILT INTO EXTERIOR WALLS OR SUBJECT TO HIGH HUMIDITY. I. FABRICATION: FABRICATE COMPONENT CONNECTIONS TO SUPPORT SPECIFIED DESIGN LOADS. 1. SELECT MATERIALS FOR STRAIGHTNESS, FREE OF DEFECTS AND IRREGULARITIES. 2. EXPOSED -TO -VIEW SURFACES EXHIBTIING PETTING, SEAM MARKS, ROLLER MARKS, 'OIL CANNING," STAINS, DISCOLORATIONS, AND IMPERFECTIONS ON FINISHED UNITS ARE NOT ACCEPTABLE. 3. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FASTENED; PROVIDE CONCEALED CONNECTION DEVICES WITH HIDDEN FASTENERS. P. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT WHERE CONCEALED, WITH PREFORMED SEPARATO RATORS, , OR R SIMILAR METHOD TO PREVENT CORROSION. J. INSTALLATION: INSTALL ORNAMENTAL METAL ITEMS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND APPROVED SHOP DRAWINGS. 1. INSTALL PLUMB, TRUE AND IN CORRECT RELATION TO ADJACENT WORK, FREE FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE AND PERFORMANCE. 2. PRIOR TO SECURING CONTINUOUS ITEMS, ADJUST TO ENSURE PROPER MATCHING AT BUTT JOINTS AND CORRECT ALIGNMENT THROUGHOUT THEIR LENGTH. 3. REPAIR OR REPLACE ITEMS DAMAGED OR MARRED DURING CONSTRUCTION. DIVISION SIX: WOOD AND PLASTICS SECTION 06105 - MISCELLANEOUS ROUGH CARPENTRY A. GENERAL PROVIDE MISCELLANEOUS BLOCKING AND PLYWOOD. B. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), AMERICAN PLYWOOD ASSOCIATION (APA), AND APPLICABLE CODE REQUIREMENTS. C. BLOCKING: COMPLY WITH P5 20; GRADED BY AN AGENCY CERTIFIED BY NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) AND OF TYPE RECOMMENDED FOR APPLICATION INVOLVED; DOUGLAS FIR OR SOUTHERN PINE; MINIMUM CONSTRUCTION GRADE S -DRY. D. PLYWOOD: PROVIDE MINIMUM APA C -D EXTERIOR (CDX) PLYWOOD; STRESS RATED WHERE SPANNING SUPPORTING MEMBERS; ARE RETARDANT TREATED; MINIMUM 3/4' THICK UNLESS OTHERWISE INDICATED. 1. PLYWOOD STANDARD: COMPLY WITH PS1 (ANSI A199.1). 2. PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND COMMUNICATION PANEL BOARDS; APA C -D PLUGGED, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, FIRE RETARDANT TREATED; MINIMUM 1/2" THICK. E. TREATED WOOD: PRESSURE TREAT WOOD IN CONTACT WITH CONCRETE AND WITH ROOFING; FIRE TREAT WOOD CONCEALED IN INTERIOR; ARE TREAT BLOCKING AT ROOFING WHERE REQUIRED BY APPLICABLE AUTHORITIES. 1. PRESSURE TREATED: WATER -BORNE PRESERVATIVES FOR ABOVE GROUND USE CONFORMING TO AWPA C2 AND C9. 2. FIRE TREATED: CONFORM TO AWPA C20 AND C27, INTERIOR TYPE A AT INTERIOR APPUCATIONS; PASS ASTM D2898 RAIN TEST WHERE AT EXTERIOR WALLS AND ROOF; IDENTIFY WITH FRTW. 3. KILN-DRY TREATED WOOD TO 19 % MOISTURE CONTENT AND DISCARD WARPED AND DAMAGED PIECES. F. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR COMPLETE, SECURE INSTALLATION OF MISCELLANEOUS ROUGH CARPENTRY; GALVANIZED AT EXTERIOR LOCATIONS AND PRESSURE TREATED WOOD; SIZE AND TYPE TO SUIT APPUCATION; PROVIDE WASHERS FOR NUTS AND BOLTS. G. INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPUCABLE CODE REQUIREMENTS. 1. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD ASSOCIATION (APA) FOR FABRICATION AND INSTALLATION OF PLYWOOD WORK. 2. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO ONES AND LEVELS. 3. CORRELATE LOCATION SO ATTACHED WORK WILL COMPLY WITH DESIGN REQUIREMENTS AND BE PROPERLY LOCATED. 4. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. 5. FIT CARPENTRY WORK TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. 6. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS REQUIRED BY RECOGNIZED STANDARDS. 7. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. SECTION 06200 - FINISH CARPENTRY A GENERAL: PROVIDE WOOD TRIM, WOOD SHELVING, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI) /QUALITY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK' STANDARDS; MINIMUM WIC /CUSTOM GRADE. C. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED ITEMS, SHOP DRAWINGS FOR CUSTOM ITEMS, SAMPLES OF EACH EXPOSED FINISH. D. CERTIFICATION: CERTIFICATION WILL NOT BE REQUIRED. E. MANUFACTURER: BERONIO LUMBER, CONTACT: STEVE BARISONE (415) 824 -4300. F. DELIVERY, STORAGE AND HANDLING: COMPLY WITH AWI OR WIC STANDARDS AND MANUFACTURE RECOMMENDATIONS. G. WOOD TRIM: PREMIUM GRADE FOR OPAQUE PAINT FINISH; WHITE BIRCH OR POPLAR UNLESS OTHERWISE INDICATED. H. WOOD SHELVING: AWI OR WIC /CUSTOM GRADE, PARTICLEBOARD, OR HARDWOOD -EDGED PLYWOOD. I. ANCHORS, NAILS AND SCREWS: SELECT THE MATERIAL TYPE, SIZE AND FINISH REQUIRED BY EACH SUBSTRATE FOR SECURE ANCHORAGE; PROVIDE TOOTHED STEEL OR LEAD EXPANSION BOLT SCREWS FOR DRILLED -IN -PLACE ANCHORS. J. WOOD FILLER: COLOR TO MATCH WOOD BEING FILLED. K. FABRICATION: FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD. L INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL TRUE AND STRAIGHT WITH NO DISTORTIONS; SHIM AS REQUIRED, USING CONCEALED SHIMS. M. PREPARATION FOR FIELD FINISHING: SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS; APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS AND LEAVE READY TO RECEIVE SITE -- APPLIED FINISHES. 1. SEAL CONCEALED AND SEMI - CONCEALED SURFACES; BRUSH APPLY ONLY, USING PRIMER CONSISTENT WITH FINISH COATS SPECIFIED UNDER SECTION 09900 - PAINTS AND COATINGS. SECTION 06400 - ARCHITECTURAL WOODWORK A. GENERAL INSTALL OWNER FURNISHED CASEWORK AND COUNTERTOPS AND WOOD PANELING TO BE OWNER FURNISHED; PROVIDE WOOD PANELING NOT INDICATED AS OWNER FURNISHED, AND PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI) /QUALITY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK' STANDARDS; MINIMUM PREMIUM GRADE. C. SUBMITTALS: FURNISH PRODUCT DATA FOR CONTRACTOR FURNISHED ACCESSORIES INCLUDING SAMPLES OF EXPOSED MATERIALS. D. STORAGE AND HANDLING: COMPLY WITH MANUFACTURER RECOMMENDATIONS. E. ACCESSORIES: PROVIDE AS INDICATED AND AS REQUIRED TO INSTALL ARCHITECTURAL WOODWORK AS INDICATED; COORDINATE ACCESSORIES REQUIRED FOR INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK NOT FURNISHED WITH ARCHITECTURAL WOODWORK. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND REFERENCED STANDARDS. TAKE SPECIAL CARE COORDINATING INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 1. INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. 2. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. 3. ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING ARCHITECTURAL WOODWORK ARE PROPERLY PLACED, COMPLETE, AND HAVE BEEN INSPECTED BY ARCHITECT PRIOR TO COMMENCEMENT OF INSTALLATION. 4. SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BUND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. 5. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. 6. ATTACH ARCHITECTURAL WOODWORK SECURELY IN PLACE WITH UNIFORM JOINTS PROVIDING FOR THERMAL AND BUILDING MOVEMENTS. 7 ACCEPTABLE T TOLERANCES: A. ABAATION FROM TRUE P051TION: MAXIMUM 1/16 " AT ANY POSITION AND MAXIMUM a 1/$ IN ANY 10 -0 LENGTH. B. ADJOINING SURFACES OF SAME MATERIAL NO VARIATION PERMITTED. DIVISION SEVEN THERMAL AND MOISTURE PROTECTION SECTION 07210 - INSULATION A. GENERAL PROVIDE THERMAL INSULATION WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 1. INSULATION INTEGRAL WITH ROOFING REPAIRS IS PROVIDED WITH ROOFING, AND ACOUSTICAL INSULATION IS PROVIDED WITH GYPSUM BOARD ASSEMBLIES. B. THERMAL BATT INSULATION: OWENS CORNING /FS -25, USG/THERMAFIBER FS25, OR JOHNS MANVILLE /FSK -25; FOIL FACED VAPOR RETARDER FACED, VAPOR RETARDER TOWARD INSIDE. 1. THICKNESS /R- VALUE: AS INDICATED ON DRAWINGS. C. ACCESSORIES: PROVIDE TAPE OR PENETRATION ANCHORS WHERE REQUIRED TO ENSURE PERMANENT INSTALLATION. D. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. SECTION 07560 - ROOF REPAIRS A. GENERAL: REPAIR EXISTING ROOFING SYSTEM AS REQUIRED FOR NEW CONSTRUCTION, WITH COMPONENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. G.C. TO USE LANDLORD'S ROOFING CONTRACTOR. B. STANDARDS: CONFORM TO NATIONAL ROOFING CONTRACTOR'S ASSOCIATION ROOFING AND WATERPROOFING MANUAL, 4TH OR 5TH EDITION. C. WARRANTY: PROVIDE FOR CORRECTING FAILURE OF ROOF REPAIRS TO RESIST PENETRATION OF WATER AND DAMAGE FROM WIND; WARRANTY PERIOD OF TWO YEARS. D. ROOFING SYSTEM: MATCH EXISTING ROOFING, NO SUBSTITUTIONS PERMITTED; PROVIDE MATERIALS CAPABLE OF MAINTAINING EXISTING WARRANTIES; CONFORM TO REQUIREMENTS OF NRCA ROOFING MANUAL SECTION 07600 -- FLASHING AND SHEET METAL A. GENERAL PROVIDE FLASHING AND SHEET METAL, REGLETS, AND ACCESSORIES AS REQUIRED FOR ROOF REPAIRS AS REQUIRED FOR COMPLETE, WEATHERTIGHT INSTALLATION. B. STANDARDS: CONFORM TO SMACNA "ARCHITECTURAL SHEET METAL MANUAL" REQUIREMENTS FOR FLASHING AND SHEET METAL C. DESIGN REQUIREMENTS: ALLOW FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLJNG, FAILURE OF JOINT SEALS, UNDUE STRESS ON FASTENERS OR OTHER DETRIMENTAL EFFECTS, WHEN SUBJECT TO 100 YEAR SEASONAL TEMPERATURE RANGES. D. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED PRODUCTS. E. WARRANTY: CORRECT FAILURE OF METAL FLASHING SYSTEM TO RESIST PENETRATION OF WATER AND DAMAGE FROM WIND; WARRANTY PERIOD TWO YEARS. F. FLASHING AND SHEET METAL: MATCH EXISTING, BUT NOT LESS THAN FOLLOWING: 1. GALVANIZED METAL FLASHING: ASTM A526 GALVANIZED STEEL WITH MINIMUM 0.02 COPPER, AND WITH MINIMUM G90 GALVANIZED COATING; MINIMUM 24 GAGE. 2. PREFIN!SHE:D METAL FLASHING: 24 GAGE GALVANIZED STEEL WITH FACTORY FINISHED KYNAR 500 TYPE FLUOROPOLYMER COATING AND STRIPPABLE PROTECTIVE FILM; COLOR AS SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS. 3. ALUMINUM FLASHING: ASTM 8209 ALLOY AS REQUIRED TO MATCH FINISH SPECIFIED FOR OTHER ALUMINUM COMPONENTS; THICKNESS MINIMUM 0.050" AT FLASHINGS. 4. STAINLESS STEEL SHEET METAL: ASTM A666, 2D ANNEALED FINISH, SOFT TEMPER EXCEPT WHERE HARDER TEMPER IS REQUIRED FOR FORMING OR PERFORMANCE; 0.015" (28 GAGE) TYPICAL 5. COPPER SHEET METAL ASTM 8370, COLD ROLLED 16 OZ. (0.0216') THICK; SOFT TEMPER WHERE REQUIRED FOR FORMING. G. REGLETS: FRY /SPRINGLOK OR MM SYSTEMS /SNAP -TTTE REGLETS; FABRICATE OF SAME METAL AS ADJACENT FLASHING AND SHEET METAL H. METAL TO METAL SEALANT: BUTYL TYPE; NON- STAINING, NON - CORROSIVE, NON- SHRINKING, NON- SAGGING, ULTRA - VIOLET AND OZONE RESISTANT. I. INSTALLATION: COMPLY WITH SMACNA MANUAL 1. INSTALL METAL FLASHING AND SHEET METAL IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL MANUAL; TIGHT IN PLACE, WITH CORNERS SQUARE, SURFACES TRUE AND STRAIGHT IN PLANES, AND UNES ACCURATE TO PROFILES AS INDICATED ON DRAWINGS. 2. INSTALL SEALANTS WHERE REQUIRED TO PREVENT DIRECT WEATHER PENETRATION. 3. COMPLETED INSTALLATION SHALL BE FREE OF RATTLES, NOISE DUE TO THERMAL AND AIR MOVEMENT, AND WIND WHISTLES. SECTION 07810 - PATCHING EXISTING FIREPROOFING A. GENERAL PATCH EXISTING FIREPROOFING AS REQUIRED BY APPLICABLE CODES FOR CONSTRUCTION TYPE; NO ASBESTOS PERMITTED. B. DESIGN REQUIREMENTS: PROVIDE MATERIALS CAPABLE OF ATTAINING FIRE RATINGS AS REQUIRED FOR TYPE I, FIRE RESISTIVE CONSTRUCTION. C. PERFORMANCE REQUIREMENTS: PROVIDE MATERIALS LISTED BY UL OR INDEPENDENT TESTING AND INSPECTION AGENCY ACCEPTABLE TO APPUCABLE AUTHORITIES. 1. FIRE RESISTANCE RATINGS: COMPLY WITH REQUIRED RATINGS BASED ON TESTS IN ACCORDANCE WITH ASTM El 19. 2. SURFACE BURNING CHARACTERISTICS: MAXIMUM 25 FLAME SPREAD AND 25 SMOKE DENSITY WHEN TESTED IN ACCORDANCE WITH ASTM E84. D. CERTIFICATE: SUBMIT MANUFACTURER CERTIFICATION INDICATING APPLICATOR ACCEPTABILITY AND MATERIAL COMPLIANCE WITH APPLICABLE CODES AND CONTRACT DOCUMENTS. 1. CERTIFICATION SHALL INDICATE NEW MATERIALS USED TO PATCH EXISTING FIREPROOFED MEMBERS AT NEW AND EXISTING WORK ARE COMPATIBLE WITH EXISTING FIREPROOFING MATERIALS AND MEET ALL PERFORMANCE REQUIREMENTS. E. QUALIFICATION OF APPLICATOR: FIRM ACCEPTABLE TO MANUFACTURER OF FIREPROOFING MATERIALS, WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR SCOPE. F. MANUFACTURERS /PRODUCTS: MATCH EXISTING BUT NOT LESS THAN W.R. GRACE /MONOKOTE OR ALBI MANUFACTURING DMSION STANCHEM /DURASPRAY. G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND ARE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. 1. PROTECT ADJACENT SURFACES AND EQUIPMENT FROM DAMAGE BY OVERSPRAY, FALLOUT, AND DUSTING; MASK ADJACENT WORK AS REQUIRED. CLOSE OFF AND SEAL DUCT WORK IN AREAS WHERE FIREPROOFING IS BEING APPLIED. 2. CLEAN SUBSTRATE OF DIRT, DUST, GREASE, OIL LOOSE MATERIAL, PAINTS, PRIMERS, AND OTHER MATTER WHICH AFFECTS BOND OF SPRAYED FIREPROOFING. 3. APPLY FIREPROOFING IN SUFFICIENT THICKNESS AND DENSITY TO ACHIEVE REQUIRED FIRE RATINGS. 4. APPLY FIREPROOFING OVER SUBSTRATE, BUILDING TO REQUIRED THICKNESS WITH AS MANY PASSES OR STAGES NECESSARY TO COVER WITH MONOLITHIC BLANKET OF UNIFORM DENSITY AND TEXTURE SECTION 07840 - FIRESTOPPING ASSEMBLIES CAPABLE OF TYPE E PENETRATION - FlRESIOPPING FOR TIME -RATED FLOOR, WALL, AND BLI A. GENERAL PROVIDE BLE M B. CODES: pARTTTION ALSE SE M C A OF P E TYPENFlRE EN NGQP PASSAGE AGE GE FOR OF FLAME, SMOKE AND ETH F AND T R HOT GASES • C. STANDARDS: PASS ASTM E814 THROUGH - PENETRATION FIRE STOPS, ASTM E119 ARE TESTS AND ASTM E84 FLAME SPREAD /SMOKE CONTRIBUTION MAXIMUM 25/25. D. MANUFACTURERS: 3M /FIRE BARRIER, STI /SPECSEAL OR PENSIL, OR HILTI /FIRESTOP SYSTEMS. E. GENERAL CHOOSE PRODUCTS AND METHODS MEETING APPLICABLE CODES AND SPECIFICATION REQUIREMENTS FOR EACH FIRESTOPPING APPUCATION, SUBJECT TO ARCHITECT'S ACCEPTANCE. F. FIRESTOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME -RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE, AND HOT GASES. 1. PENETRATION TEST: FURNISH MATERIALS PASSING ASTM E814 FOR PENETRATION FIRE STOPPING INDICATING MAINTENANCE OF TIME -RATED ADJACENT ASSEMBLIES. 2. FIRESTOPPING: MAINTAIN FIRE RATING OF ASSEMBLY IN WHICH FIRESTOPPING IS INSTALLED, SUCH AS FLOOR, PARTITION, OR WALL, IN ACCORDANCE WITH ASTM E119 TESTS. G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. 1. FIELD INSPECTIONS: MAINTAIN COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS AT EACH WORK AREA. SECTION 07900 - JOINT SEALERS A. GENERAL PROVIDE EXTERIOR AND INTERIOR JOINT SEALER' NOT PROVIDED ELSEWHERE; TYPE SUITABLE FOR APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED INSTALLATION. B. INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEAR'S SUCCESSFUL DPERIENCE ON PROJECTS OF SIMILAR TYPE AND SIZE, USING SPECIFIED PROD C. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF DPOSED JOINT SEALERS IN REQUIRED COLORS. D. WARRANTY: REPAIR OR REPLACE JOINT SEALERS WHICH FAIL TO PERFORM AS INTENDED, BECAUSE OF LEAKING, CRUMBUNG, HARDENING, SHRINKAGE, BLEEDING, SAGGING, STAINING AND LOSS OF ADHESION; WARRANTY PERIOD TWO YEARS. E. EXTERIOR NON - TRAFFIC JOINTS: GE /SILPRUF, DOW/790 -7 MODULUS SILICONE SEALANT. F. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245, OR PECC MULTI - COMPONENT POLYURETHANE, SELF - LEVELING JOINT SEAT GE/ SANITARY G. MILDEW- RESISTANT SANITARY SEALANTS: GE SANITARY SEA LANT, DOW/BATFITUB CAULK, OR PECORA /863 #345 WHITE; PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO WATER. H. GENERAL INTERIOR JOINT SEALER: PECORA/AC-20 OR S01 H. LATEX EMULSION. I. MISCELLANEOUS MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, SEALANT BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURER INDICATED. 1. OVERSIZE BACKER ROD MINIMUM 30 % TO 50 % OF JOINT OPENING. J. COLORS: AS INDICATED OR AS SELECTED BY ARCHITECT FROM OF COLORS. K. PREPARATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER, AND PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. L INSTALLATION: COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM C1193. 1. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR A "WETTING OF BOND SURFACES. CODE COMPLIANCE APPROVED DIVISION EIGHT: DOORS AND WINDOWS Vvv 1 1 1 1 11 IVIA■■ SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 11/E PROJECT NO: DRAWN BY: CHECKED BY: 080031 JAW GSW City Of Tukwila SECTION 08110 - STEEL DOORS AND FRAMES A. GENERAL: PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES COMPLETE INSTALLATION; COORDINATE WITH SECTION 08700 - B. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE "STANDARD STEEL DOORS AND FRAMES" OR NAAMM HOLLOW METAL MANUFACTURERS ASSOCIATION "HOLLOW METAL MANUAL' 1. FIRE RATED STANDARDS: FURNISH MATERIALS TESTED, LABELED AND INSPECTED BY UL, WARNOCK HERSEY, OR TESTING AGENCY ACCEPTABLE TO APPUCABLE AUTHORMES. C. SUBMITTALS: SUBMIT PRODUCT DATA. D. MANUFACTURERS: AMWELD, CECO, OR PIONEER. E. HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL NAAMM TYPE B FULL FLUSH WITH UNFILLED EDGE; CLOSE TOP AT DifERIOR DOORS. 1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS. 2. GAGE PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS, DOORS. F. PRESSED STEEL (HOLLOW METAL) FRAMES: MINIMUM 16 GAGE KNOCK-DOWN (FIELD-ASSEMBLED) FRAMES. G. ARE RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED DOORS AND FRAMES AS REQUIRED. H. ACCESSORIES: PROVIDE DOOR SILENCERS, ANCHORS, AND I. FABRICATION: CONFORM TO REQUIREMENTS OF SDI OR NAAMM. 1. DOOR SILENCERS: PLACE MINIMUM THREE SINGLE BUMPERS ON SINGLE DOOR FRAMES; SPACE EQUALLY ALONG STRIKE JAMBS; PLACE TWO SINGLE FRAME HEADS. J. FINISH: PRIME PAINT INTERIOR UNITS, GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM A60 GALVANIZING; CLEAN, DEGREASE AND FACTORY PRIME PAINT. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND OTHER SDI OR NAAMM STANDARDS. 1. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH ARE LABEL REQUIREMENTS AND NFPA 80. 2. INSTALL DOORS AND FRAMES PLUMB AND SQUARE, AND WITFI MAXIMUM DIAGONAL DISTORTION OF 1 /16'. SECTION 08310 - ACCESS DOORS AND PANELS A GENERAL PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE FOR COMPLETE INSTALLATION. 1. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY BE CONCEALED. B. SUBMITTALS: FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND PANEL C. MANUFACTURERS: MILCOR, J.L INDUSTRIES, OR KARP. D. TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION, STANDARD TYPE AT FIRE RATED CONSTRUCTION; KEY OPERATED. 1. FRAMES: FABRICATE FROM MINIMUM 16 GAGE. 2. DOORS: FLUSH PANEL TYPE, FABRICATE FROM MINIMUM 14 GAGE STEEL 3. HINGE: PROVIDE CONTINUOUS PIANO TYPE HINGE. 4. FINISH: FINISH WITH MANUFACTURER'S FACTORY-APPU ED ENAMEL PRIME COAT APPUED OVER PHOSPHATE COATING ON STEEL E INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. 1. SET FRAMES ACCURATELY IN POSITION AND SECURELY PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT FINISH SURFACES. 2. ADJUST HARDWARE AND DOORS AFTER INSTALLATION FOR PROPER OPERATION. 3. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR OTHERWISE DAMAGED. RECEIVED CITY OF TUKWILA APR 0 1 2008 PERMIT CENTER 1. SYSTEM: PROVIDE COMPLETE SY51 EM WITH ACCESSORIES AS REQUIRED FOR REPAIRS, INCLUDING INSULATION WHERE EXISTING ROOFING IS INSULATED. E. ROOF SYSTEM REPAIRS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED. 1. REMOVE EXISTING ROOFING AS REQUIRED FOR PROJECT; REMOVE ONLY AS MUCH ROOFING AS CAN BE REPLACED IN SAME DAY UNLESS OTHERWISE APPROVED IN ADVANCE BY ARCHITECT. 2. INSPECT SUBSTRATES AND ROOF DECK TO ENSURE SUBSTRATES AND DECK ARE CLEAN AND SMOOTH, FREE OF DEPRESSIONS, WAVES OR PROJECTIONS, AND ARE PROPERLY SLOPED TO DRAINS, VALLEY, OR EAVES. 3. INSULATION APPLICATION: ATTACH INSULATION IN ACCORDANCE WITH INSULATION MANUFACTURER'S INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR INSTALLATION OF INSULATION ON DECK INVOLVED. 4. COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF COMPOSITION TYPE BASE, WALL AND FIELD FLASHINGS. 5. COORDINATE METAL FLASHINGS AND COUNTERFLASHING. 6. COORDINATE INSTALLATION OF ROOF DRAINS AND RELATED FLASHINGS. 7. MOP IN AND SEAL FLASHINGS AND FLANGES OF ITEMS PROJECTING THROUGH MEMBRANE. F. MAINTAIN ANY EXISTING ROOFING SYSTEM WARRANTIES. SECTION 08410 - ALUMINUM FRAMED STOREFRONTS A. GENERAL: PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH DOORS, FRAMES, HARDWARE, AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. B. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION (AAMA) "ALUMINUM STORE FRONT AND ENTRANCE MANUAL" C. CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. D. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE, SHOP DRAWINGS, AND SAMPLES. E. STRUCTURAL CERTIFICATES: PROVIDE CERTIFICATION BY STATE REGISTERED ENGINEER INDICATING SYSTEM COMPUES WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. F. SPECIAL PROJECT WARRANTY: PROVIDE FOR CORRECTING FAILURES INCLUDING WIND DAMAGE AND WATER PENETRATION TO INTERIOR SURFACES, EXCESSIVE DEFLECTIONS, AND DETERIORATION OF FINISHES, WEATHERSTRIPPING AND ACCESSORIES. SPECIAL WARRANTY PERIOD TWO YEARS. G. MANUFACTURER: AS INDICATED ON DRAWINGS.. H. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. 1. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPUCATION INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM B221, 6061 OR 6063 ALLOY AND T5 OR T6 TEMPER. 2. FINISH: PROVIDE FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS INTENDED FOR POWDER COATING APPLICATION CUSTOM COLOR AS DIRECTED BY ARCHITECT. I. GLAZING: ASTM C1048, KIND FT, FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT GLASS; NOMINAL 1/4" SAFETY GLASS UNLESS OTHERWISE INDICATED. 1. APPUED GLAZING FILM: APPLY OWNER FURNISHED 3M FILM ON ALUMINUM FRAMED STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. J. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT SECURITY LOCATIONS AND APPUCATONS FOR DRY GLAZING INSTALLATION. K. MISCELLANEOUS MATERIALS: 1. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH MINIMUM 2 OZ. HOT -DIP ZINC COATING, ASTM Al23, APPLIED AFTER FABRICATION. 2. BITUMINOUS PAINT: COLD- APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR 30 MIL THICKNESS PER COAT. 3. FLASHING: PROVIDE SUB -SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET ALUMINUM OF SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRAIN WATER TO EXTERIOR; MATCH ADJACENT ALUMINUM MEMBER FINISH. 4. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING ENTRANCE SYSTEM AND SUPERIMPOSED DESIGN LOADS; DESIGN TO ALLOW ADJUSTMENTS OF SYSTEM PRIOR TO BEING PERMANENTLY FASTENED IN PLACE. L FABRICATION: FABRICATE ALUMINUM ENTRANCE AND STOREFRONT SYSTEM TO ALLOW FOR CLEARANCES AND SHIM SPACING AROUND PERIMETER OF ASSEMBLIES TO ENABLE INSTALLATION; PROVIDE FOR THERMAL MOVEMENT. 1. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH, HAIRUNE AND WEATHERPROOF. 2. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS WHICH WILL PREVENT CORROSION. M. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING ENTRANCES, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. 1. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; MAINTAIN DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. 2. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN ASSEMBLIES TO BUILDING. 3. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, USING PROPER TEMPLATES. COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700. 4. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS OR GASKETS TO PROVIDE WEATHERT1GHT CONSTRUCTION. 5. GLASS INSTALLATION: COMPLY WITH GANA GLAZING MANUAL AND GLAZING MANUFACTURER INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. SECTION 08700 - HARDWARE A. GENERAL PROVIDE DOOR HARDWARE FOR HOLLOW METAL DOORS AND PROVIDE CYUNDERS FOR DOORS PROVIDED WITH HARDWARE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATIONS. B. STANDARDS: COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) ANSI /BHMA 156 SERIES STANDARDS. C. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. 1. FIRE RATED DOORS: COMPLY WITH REQUIREMENTS OF NFPA 80 AND APPUCABLE CODES FOR FIRE RATED DOOR HARDWARE; PROVIDE HARDWARE BEARING UNDERWRITERS LABORATORY (UL) LABELS. D. SUBMITTALS: FURNISH SHOP DRAWINGS, PRODUCT DATA INCLUDING KEYING SCHEDULE, AND SAMPLES OF EACH REQUIRED STYLE AND FINISH. . SUPPLY TEMPLATES TO DOOR AND FRAME MANUFACTURERS FOR PROPER AND ACCURATE 1. AND LOCAT OF CUT -OUTS FOR HARDWARE. E. GENERAL MATERIALS: PROVIDE COMPLETE HARDWARE WITH ACCESSORIES AS REQUIRED FOR DOORS AND APPLICATIONS INDICATED AND NOT PROVIDED UNDER OTHER SECTIONS. F. HINGES: WAGER, LAWRENCE, MCKINNEY, OR STANLEY; FULL MORTISED BUTT HINGES; SIZE AND NUMBER AS RECOMMENDED BY MANUFACTURER; NONREMOVABLE PINS AT EXTERIOR OUTSWINGING DOORS, BALL- BEARING HINGES AT FIRE RATED DOORS AND DOORS WITH CLOSERS. G. LOCKSETS/LATCHSETS: SCHLAGE, SARGENT, YALE, OR U- CHANGE; FULL MORTISE LOCKSETS TYPICAL AT DOORS TO PUBLIC AREAS, CYLINDRICAL LOCKSETS AND LATCHSETS AT OTHER LOCATIONS; SOUD LEVER TYPE WITH ROSE; KEYING AS DIRECTED BY OWNER; PROVIDE CYLINDERS FOR DOORS FURNISHED WITH LOCKS. H. OVERHEAD CLOSERS: LCN /4000 SERIES OR NORTON /7500 FULLY ADJUSTABLE; MODERN TYPE WITH COVER. I. ACCESSORIES: PROVIDE DOOR STOPS, THRESHOLDS, WEATHERSTRIPPING, TRIM, COORDINATORS AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. 1. THRESHOLDS, STOPS, TRIM, AND MISCELLANEOUS HARDWARE: PROVIDE AS INDICATED, AS SPECIFIED, AS INCLUDED IN HARDWARE SCHEDULE, AND AS REQUIRED FOR COMPLETE INSTALLATION. 2. WEATHERSTRIPPING: PROVIDE CONTINUOUS WEATHERSTRIPPING AT TOP AND SIDES OF EXTERIOR DOORS. 3. FIRE RATED GASKETS: PROVIDE CONTINUOUS FIRE RATED GASKETS AT TOP AND SIDES OF FIRE RATED DOORS. 4. THROUGH BOLTS: THROUGH BOLTS AND GROMMET NUTS SHALL BE AVOIDED ON DOOR FACES IN HIGHLY VISIBLE AREAS, UNLESS NO ALTERNATIVE IS POSSIBLE, AS DIRECTED AND APPROVED, AND SHALL NOT BE USED FOR SOLID WOOD CORE DOORS. J. FINISH: BHMA 626 (US26D), SATIN FINISHED CHROMIUM PLATED UNLESS OTHERWISE INDICATED. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, BHMA, AND APPUCABLE REQUIREMENTS FOR ACCESS AND FOR FIRE RATINGS. 1. FIT HARDWARE PRIOR TO PAINTING, THEN REMOVE FOR PAINTING OF DOORS AND FRAMES BEFORE FINAL INSTALLATION OF HARDWARE. 2. HEIGHTS TO COMPLY WITH APPLICABLE CODES AND BHMA RECOMMENDATIONS. 3. HARDWARE GROUPS: REFER TO DRAWINGS. SECTION 08830 - FRAMELESS MIRRORS A. GENERAL PROVIDE FRAMELESS MIRRORS WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. MIRROR GLASS: ASTM C1036, MIRROR QUALITY Q2 CLEAR FLOAT GLASS; FULL SILVER COATING, COPPER COATING AND ORGANIC COATING; 1/4" MINIMUM; ARRISED EDGES; FACTORY COATED AND SEALED AFTER CUTTING AND FINISHING. C. MIRROR ATTACHMENT: PROVIDE STAINLESS STEEL BOTTOM SUPPORT ANGLES, MINIMUM 0.05" THICK, WITH FELT PADS FOR SETTING MIRRORS ON ANGLES; PROVIDE NONTOXIC MIRROR ADHESIVE AS RECOMMENDED BY MIRROR MANUFACTURER. D. INSTALLATION: ATTACH MIRRORS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND TO PROVIDE VENTILATION TO COATING; SET OR TRIM FELT TO FACE OF MIRROR. DIVISION NINE: FINISHES SECTION 09260 - GYPSUM BOARD ASSEMBUES A. GENERAL PROVIDE GYPSUM BOARD SYSTEMS INCLUDING METAL FRAMING ACCESSORIES, GYPSUM BOARD, JOINT TREATMENT, ACOUSTICAL INSULATION, ACOUSTICAL SEALANT, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. STANDARDS: COMPLY WITH ASTM C754, ASTM 0840, AND REQUIREMENTS FOR FIRE RATINGS. 1. DEFLECTIONS: MAXIMUM L/240 1YP., L/360 AT LOCATIONS INDICATED TO RECEIVE TILE. C. FIRE -RATED ASSEMBUES: USIEL BY UNDERWRITER'S LABORATORY, GYPSUM ASSOCIATION (GA) FILE NO'S IN GA -600 FIRE RESISTANCE DESIGN MANUAL, OR OTHER LISTING APPROVED BY APPLICABLE AUTHORMES. D. SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE - SOURCE RESPONSIBILITY FOR SYSTEM. E. SUBMITTALS: FURNISH PRODUCT DATA. F. MANUFACTURERS: USG, GEORGIA PACIFIC, OR NATIONAL GYPSUM. G. METAL FRAMING: CONFORM TO ASTM C754; COMPLETE 16 GAGE AND UGHTER STEEL FRAMING AND SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 1. MANUFACTURED SUSPENSION SYSTEM SUCH AS CHICAGO METALLIC /DRYWALL SYSTEM IS ACCEPTABLE. H. GYPSUM BOARD: CONFORM TO C840; UL LISTED FIRE RESISTANT GYPSUM BOARD. 1. STANDARD: ASTM C36, 5/8 " THICK. " 2. CORE BOARD: ASTM C442, 1 THICK. I. GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM C840. 1. PROVIDE PROTECTIVE COATED STEEL CORNER BEADS AND EDGE TRIM; TYPE DESIGNED TO BE CONCEALED IN FINISHED CONSTRUCTION BY TAPE AND JOINT COMPOUND. 2. CORNER BEADS: MANUFACTURERS STANDARD METAL BEADS. 3. REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER, FASTENERS: TYPES RECOMMENDED BY SYSTEM MANUFACTURER AND CONFORMING WITH ASTM C475. J. FIRE RATED CONSTRUCTION: COMPLY WITH UNDERWRITER'S LABORATORIES CERTIFIED FIRE TESTS AND APPLICABLE CODE REQUIREMENTS, 1. SHAFT WALL SYSTEM: PROVIDE AT SHAFTS AND WHERE INDICATED. K. ACOUSTICAL ACCESSORIES: PROVIDE ASTM C665, TYPE I ACOUSTICAL INSULATION AND ASTM C919 PRINTABLE ACOUSTICAL SEALANTS WHERE ACOUSTICAL SYSTEMS ARE INDICATED. L INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. 1, SPECIAL METAL STUD AND GYPSUM DOOR: PROVIDE SPECIAL CONFIGURATION AS INDICATED ON DRAWINGS. M. METAL FRAMING ERECTION: ERECT METAL FRAMING IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. 1. INSTALL MEMBERS TRUE TO UNES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8" IN 10' -0" IN ANY DIRECTION. 2. DOOR OPENING FRAMING: INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS; INSTALL RUNNERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND ADJACENT STUDS. 3. INSTALL METAL FRAMING BACKING WHERE REQUIRED FOR SUPPORT OF FIXTURES, CABINETS, ACCESSORIES AND HARDWARE. 4. COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL AND MECHANICAL WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING; ALLOW TO BE INSTALLED AFTER FRAMING IS COMPLETE. N. CEIUNG FRAMING INSTALLATION: ERECT IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM. 1. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. 0. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C840 AND MANUFACTURER'S RECOMMENDATIONS. USE SCREWS WHEN FASTENING GYPSUM BOARD TO FURRING AND TO FRAMING. 1. FOR FIRE RATED SYSTEMS COMPLY WITH REQUIREMENTS FOR FIRE RATINGS. 2. PLACE CORNER BEADS AT EXTERNAL CORNERS; USE LONGEST PRACTICAL LENGTHS. 3. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. 4. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS AND OPENINGS TO PRODUCE SURFACE READY TO RECEIVE FINISHES; FEATHER COATS ONTO ADJOINING SURFACES. 5. FINISHING: COMPLY WITH GYPSUM ASSOCIATION (GA) "LEVELS OF GYPSUM BOARD FINISH" GA LEVEL 4, THREE COAT FINISHING AND SANDING IS REQUIRED FOR SURFACES INDICATED TO BE PAINTED; PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR APPLIED PAINT FINISHES. 6. REMOVE AND REPLACE DEFECTIVE WORK. P. ACOUSTICAL ACCESSORIES INSTALLATION. 1. PLACE ACOUSTICAL INSULATION TIGHT WITHIN SPACES, AROUND CUT OPENINGS, BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS, AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS. 2. PLACE ACOUSTICAL SEALANT WITHIN PARTITIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS; INSTALL ACOUSTICAL SEALANT AT GYPSUM BOARD PERIMETER, AT BASE LAYER AND FACE LAYER OF GYPSUM BOARD, AND PENETRATIONS OF PARTITIONS. " 3. TOLERANCE: MAXIMUM 1/4" SPACE BETWEEN GYPSUM BOARD AT FLOOR, CEIUNG, AND PENETRATIONS. 4. INSTALL ELECTRICAL BOX PADS WITH PADS MOLDED AND PRESSED ON BACK SIDE OF BOX, CLOSING OPENINGS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, FOR COMPLETE ACOUSTICAL BARRIER. SECTION 09300 - TILE A. GENERAL: PROVIDE TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: COMPLY WITH TILE COUNCIL OF AMERICA "HANDBOOK OF CERAMIC TILE INSTALLATION" INCLUDING REFERENCED ASTM AND ANSI STANDARDS. C. SUBMITTALS: SUBMIT PRODUCT DATA AND SAMPLES OF EACH TYPE OF TILE AND GROUT. D. TILE MANUFACTURERS: AS INDICATED ON DRAWINGS. 1. FLOOR 11LE: PROVIDE NON -SUP UNITS WITH MINIMUM WET AND DRY VALUE OF 0.60 COEFFICIENT OF FRICTION WHEN TESTED IN ACCORDANCE WITH ASTM C1028. E. LATEX THIN SET: THINSET BOND COAT, LATEX- CEMENTTTIOUS MORTAR CONFORMING TO ANSI A118.4. F. GROUT: ANSI A118.6, LATEX CEMENTITTOUS TYPE BY LATICRETE, BOSTIK OR MAPEI. G. INTEGRAL WATERPROOFING: LATICRETE, BOS11K, OR NOBEL LIQUID RUBBER INTEGRAL TILE SETTING WATERPROOFING SYSILM WITH NO BITUMINOUS EXTENDERS; PROVIDE AT TILE APPLICATIONS ABOVE GRADE. H. CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, SUCH AS BOSITK CONSTRUCTION PRODUCTS /HYDROMENT CERAMASEAL I. PREPARATION: DO NOT COMMENCE WORK UNTIL SURFACE CONDITIONS ARE WITHIN TOLERANCES REQUIRED FOR PROPER INSTALLATION; APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO MEET REQUIRED TOLERANCES. J. INSTALLATION: COMPLY WITH 11LE COUNCIL OF AMERICA (TCA) HANDBOOK FOR CERAMIC TILE INSTALLATION FOR LATEX BOND COAT THIN SET APPLICATION. 1. TILE: INSTALL TILE IN ACCORDANCE WITH REFERENCED ANSI STANDARDS AND TCA RECOMMENDATIONS FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; LATEX - CEMENT THIN SET AND BOND COATS REQUIRED. 2. PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS; CAREFULLY PLAN TILE LAYOUTS, ENSURE PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO THE NEXT AND THROUGH DOORWAYS. 3. SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MANUFACTURER FOR MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 09510 - ACOUSTICAL CEILING A. GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ASTM C635 FOR METAL SUSPENSION SYSTEM AND ASTM C636 FOR INSTALLATION OF ACOUSTICAL CEILINGS. C. PERFORMANCE REQUIREMENTS: PROVIDE PRODUCTS LISTED BY UNDERWRITERS LABORATORIES (UL). 1. FLAME SPREAD /SMOKE DENSITY: PROVIDE PRODUCTS MEETING CODE REQUIREMENTS FOR MAXIMUM 25 FLAME SPREAD AND MAXIMUM 25 SMOKE DENSITY. D. SEISMIC REQUIREMENTS: COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS FOR SEISMIC BRACING OF CEILING SUSPENSION SYSTEM, AND WITH ASTM E580. E. SUBMITTALS: SUBMIT PRODUCT DATA, SHOP DRAWINGS INDICATING LAYOUT, AND SAMPLES OF GRID, TRIM, AND CEILING UNITS. F. INSTALLER FIRM WITH MINIMUM THREE YEAR'S SUCCESSFUL EXPERIENCE IN PROJECTS OF SIMILAR TYPE AND SCOPE; ACCEPTABLE TO MANUFACTURER OF ACOUSTICAL UNITS. G. PROJECT CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING IS ENCLOSED SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTMTIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED; ALLOW WET WORK TO DRY PRIOR TO INSTALLATION. H. ACOUSTICAL UNITS: TYPES AND MANUFACTURERS AS INDICATED ON DRAWINGS. I. SUSPENSION SYSILM: AS INDICATED ON DRAWINGS. J. PREPARATION: MEASURE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEIUNG; DO NOT USE LESS THAN HALF WIDTH UNITS AT BORDERS. 1. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT AND PARTITION SYSTEMS. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, ASTM C636, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. 1. FINISHED CEILINGS: TRUE TO UNES AND LEVELS AND FREE FROM WARPED, SOILED OR DAMAGED GRID OR ACOUSTICAL UNITS. 2. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF SUPPORTING SUPERIMPOSED LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/8" IN 10'-0". 3. ENSURE SUSPENSION SYSTEM IS LOCATED TO ACCOMMODATE FITTINGS AND UNITS OF EQUIPMENT WHICH IS TO BE PLACED AFTER INSTALLATION OF CEILING GRID. 4. WHERE DUCTS OR OTHER EQUIPMENT PREVENT REGULAR SPACING OF HANGERS, REINFORCE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS REQUIRED TO SPAN REQUIRED DISTANCE. 5. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEIUNG AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL; METER CORNERS. FIT ACOUSTIC UNITS IN PL EDGES OR DEFECTS DETRIMENTAL 6. PLACE, FREE FROM DAMAGED TO APPEARANCE AND FUNCTION. LAY DIRECTIONALLY PATTERNED UNITS ONE WAY WITH PATTERN AS DIRECTED. FTT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. 7. INSTALL UNITS LEVEL IN UNIFORM PLANE AND FREE FROM TWIST, WARP AND DENTS. 8. INSTALL HOLD -DOWN CUPS WHERE REQUIRED BY APPLICABLE CODES AND WHERE CEIUNG IS WITHIN 20' -0" OF AN EXTERIOR DOOR. L ADJUSTMENT: ADJUST SAGS OR TWISTS WHICH DEVELOP IN CEIUNG SYSTEM AND REPLACE ANY PART WHICH IS DAMAGED OR FAULTY. 1. ENSURE JOINTS OF W001 ' as RING AR • NE; ENSURE FOR PERMANENT BOND TO SUBSTRA DI- 2. LAY PATTERN AS INDICA 1 +' DRAWIN , ti NEATLY TO VERTICAL INTERRUPTIONS. 3. PROVIDE DMDER '" " AT CENTERUNE OF 0' 9 ' 1PENINGS AND WHERE FLOORING TERMINATES W 1- OR OTHER FLOOR FINISHES. 4. PRI ' : MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SUR HANGES LEVEL :'' ' 2 WOOD FLOORING AND ADJACENT FLOORING. SECTION 09650 - RESILIENT TILE FLOORING k GENERAL PROVIDE RESIUENT TILE FLOORING SYSTEM AND RESIUENT BASE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING AND BASE COLOR AND PATTERN SELECTED. C. PROJECT CDNDMONS: ENSURE FLOOR SURFACES ARE SMOOTH 0N IAl1 /8" IN 10' -0 "; ENSURE CONCRETE FLOORS ARE V VARIATION OF 1 CARBONIZING AND DUSTING. D. RESIDENT TILE i2" X 12" BY 1/8" THICK; VINYL COMPO D1066, COMPOSITION 1; COLOR AND PATTERN INDICATED, AS MANUFACTURER'S FULL RANGE OF COLORS AND PATTERNS WHERE 1. MANUFACTURERS: ARMSTRONG WORLD INDUSTRIES, INC.; AZROCK INDUSTRIES, INC. 2. FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT PANEL TEST, WITH RESULTS OF 0.45 WATTS /CM2 OR HIS 3. SUP RESISTANCE PROVIDE MATERIALS TESTED UNDER WITH MINIMUM 0.6 RATING FOR FLOORS. E. RESIUENT BASE: FS SS -W -40, 1/8" GAGE COVED BASE AT HARD FLOOR SURFACES, STRAIGHT (TOP SET); PROVIDE PREMOLDED END STOPS AND EgERNAL CORNERS. 1. MANUFACTURERS: BURKE OR ROPPE, MOLDED RUBBER 2. HEIGHT: 4" UNLESS OTHERWISE INDICATED. 3. COLOR: SEE FINISH SCHEDULE. F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING; LATEX - MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. G. SUBFLOOR FILLER: WHITE PREMIXED LATEX- CEMENT PASTE DESIGNED FOR PROVIDING THIN SOLID SURFACE FOR LEVEUNG AND MINOR RAMPING OF SUBSURFACE FINISHES; MATERIAL CAPABLE OF BEING APPUED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALUNG. H. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. I. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MAN LOCATION. J. PREPARATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FIL LOW SPOTS, CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. K. FLOORING INSTALLATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION; SCRIBE FLOORING TO WALLS, COLUMNS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. 1. INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER; TERMINATE RESIUENT FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING TERMINATES. L BASE INSTALLATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS INSTRUCTIONS; APPLY TO WALLS, COLUMNS, PILASTERS, CASEWORK, FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. 1. MITER INTERNAL CORNERS; USE PREMOLDED SECTIONS M. EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND it- i ED FOR E MDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTHI FLOORING WITHOUT GAPS; SET IN ADHESIVE, R. CLEANING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE RECOMMENDATIONS. SECTION 09655 - RESIUENT SHEET FLOORING - Oty Of Tukwila A GENERAL: PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES COMPLETE FINISHED INSTALLATION. B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING COLOR AND PATTERN SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BASE ACCESSORY. C. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH VARIATION OF 1/8 " IN 10'-0"; ENSURE CONCRETE FLOORS Al ALKALINITY, CARBONIZING AND DUSTING. D. VINYL SHEET FLOORING: NOMINAL 0.080" THICK VINYL SHEET TYPE II, GRADE A.; COLOR AS INDICATED, AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS WHERE NOT OTHERWISE INDICATED. 1. MANUFACTURERS: ARMSTRONG, LONSEAL, OR VPI FLOOR 2. FLAMMABILITY: 0.45 WATTS . OR HIGHER, ASTM E. INTEGRAL BASE ACCESSORIES: PROVIDE ROVIDE MANUFACTURER'S STANDARD COVE SUPPORT STRIPS AND FINISHED METAL TOP EDGE STRIPS; TYPE AND COLORS A' SELECTED BY ARCHITECT FROM MANUFACTURERS FULL RANGE. F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING. SECTION 09640 - WOOD STRIP FLOORING k . ERAL: PROVIDE SHOP FINISHED ACRYLIC IMPREGNATED WOOD STRIP FLOORING SYS 1, WITH A • SSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SUBM • S: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD FLOW NG AND EXPOSED ACCE /RIES, INCLUDING FINISH. C. PROJECT CON, 'IONS: DO NOT INSTALL WOOD FLOORING SYSTEM UNTIL W CONSTRUCTION WORK IS COMPLETED 1 1 SURROUNDING AIR HAS MAXIMUM MOISTURE CO '' OF 40 PERCENT. PROVIDE PERMANENT HEA , GHT AND VENTILATION PRIOR TO INST. . " N. 1. MAINTAIN ROOM 2 ' " •TURE OF MINIMUM 65 DEGREES FOR PERIOD OF SEVEN DAYS PRIOR TO DELIVERY OF MA r • S. D. MANUFACTURERS: HARTCO OR AS � ON DRAWL E WOOD: AS INDICATED ON DRAWINGS, ! GUE AND • " •OVED EDGES WITH SHOP APPLIED ACRYLIC IMPREGNATED FINISH INTENDED FOR : 'ECT •IPHESIVE APPLICATION TO CONCRETE. F. ADHESIVE: TYPE AS RECOMMENDED BY MAN I- • TURER TO ENSURE MAXIMUM DURABILITY OVER TIME; NONTOXIC, WATERPROOF TYPE SUITAB OR •ORING, SUBSTRATE, AND ACCEPTABLE TO APPUCABLE AUTHORMES. G. SUBFLOOR FILLER: PREMIX LA 1 ' QUIRING WATER 0 TO PRODUCE CEMENTI11OUS PASTE. H. DMDER STRIPS: TYPE AS IN, ' .TED, AS SELECTED BY ARC` 'r CT FROM MANUFACTURER'S FUU_ RANGE OF EDGE STRIPS ' ERE NOT OTHERWISE INDICATED. I. PREPARATION: BROOM 0 • SUBSTRATE SURFACE AND ENSURE FL' 4* SURFACE IS SMOOTH AND FLAT TO PLUS Or INUS 1/8" PER 10'-0", FREE OF OIL, GREASE, AND FOREIGN SUBSTANCE. USE a FILLER TO PATCH CRACKS AND SMALL HOLES, AND F+' MINOR LEVELING. 1. G ! CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSAIIS • TORY SUB'+' TE FOR WOOD STRIP FLOORING. J. IN's TION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION - CTIONS FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. PROVIDING THIN DESIG N D FOR PRO PASTE E E V SOLID SURFACE FOR LEVEUNG AND MINOR RAMPING OF SUBSURFACE G. SUBFLOOR FILLER: WHITE PREMIXED LATEX-CEMENT PA DESIGNED E ADJACENT FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING APPUED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. H. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. I. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND LOCATION. J. PREPARATION: CONFORM WITH ASTM F710 AND MANUFACTURER'S RECOMMENDATIONS FOR� PREPARATION; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. K. INSTALLATION: COMPLY WITH FLOORING AND BASE MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER FOR FULL ADHESION; SCRIBE TO WALLS, COLUMNS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. 1. LAY FLOORING WITH MINIMUM SEAMS, WITH PATTERN PARALLEL TO BUILDING ONES TO PRODUCE SYMMETRICAL PATTERN; TERMINATE RESIUENT FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE D OR EXPOSED EDGES. FINISH IS DISSIMILAR; INSTALL EDGE STRIPS AT L INTEGRAL COVE BASE: PROVIDE INTEGRAL COVED BASE INCLUDING COVE SUPPORT STRIP OR FILLER AND METAL TOP EDGE STRIP; INSTALL TOP EDGE STRIP LEVEL WITH FLOOR LINES, WITH TIGHTLY BUTTED JOINTS, MITERED CORNERS; USE LONGEST TOP EDGE PIECES AVAILABLE MINIIM�UM 48" BETWEEN JOINTS. RECEIVED M. WAXING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER STY OF TUKWILA RECOMMENDATIONS. APR 012008 N. CLEANING: REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES. CENTER 6897 ��; tF, 7 . S TATE �°°� R e t; 9 F I E R E D +1T F OF �', %ASS .GGPJ ," SPECIFICATIONS SHEET NUMBER: sp.3 1)0V 8 SECTION 09900 - PAINTS AND COATINGS A. GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE AREAS, CODE- REQUIRED LABELS. C. STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL COATINGS. D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. 1. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. E. DELIVERY: DELIVER MATERIALS TO JOB SITE IN ORIGINAL, NEW AND UNOPENED PACKAGES AND CONTAINERS BEARING MANUFACTURER'S NAME AND LABEL F. MANUFACTURERS: SHERWIN- WIWAMS OR BENJAMIN MOORE. G. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL PAINTER) PAINTS; MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION AS A BEST-GRADE PRODUCT SHALL NOT BE ACCEPTABLE. 1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. 2. UNDERCOATS AND BARRIER COATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME MANUFACTURER AS FINISH COATS; USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER, AND USE ONLY WITHIN RECOMMENDED LIMITS. 3. FINISH COATS: PROVIDE FINISH COATS CAPABLE OF BEING WASHED WITH MILD DETERGENT WITHOUT LOSS OF COLOR, SHEEN, OR PIGMENTS. 4. FINISH COAT COORDINATION: PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIME PAINTS, UNDERCOATS, AND BARRIER COATS USED. 5. VOLATILE ORGANIC COMPOUNDS: PROVIDE MATERIALS WITH MINIMAL VOLATILE ORGANIC COMPOUNDS (VOC); COMPLY WITH APPUCABLE REGULATIONS. H. COLORS AND FINISHES: PURE, NON- FADING, APPUCABLE TYPES TO SUIT SERVICE INDICATED; NO LEAD CONT POMITTED. FOR PRIOR F SUU RFF TO COMMENCEMENT E SURFACES TO BE PAINTED. OMMENCEMENT OF PAINTING WORK, ARCHITECT WILL FURNISH COLOR CHIPS I. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. 1. EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK IS TO BE APPLIED. START OF PAINTING WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS OF SURFACES AND CONDTIONS WITHIN ANY PARTICULAR AREA. 2. REMOVE HARDWARE, ACCESSORIES, AND ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING; AFTER PAINTING REINSTALL REMOVED ITEMS. J. APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPUED. 1. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH ANAL COAT, UNTIL PAINT IS A UNIFORM FINISH, COLOR AND APPEARANCE. 2. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. 3. PROVIDE EXTRA ATTENTION TO ASSURE DRY ALM THICKNESS AT CORNERS AND CREVICES IS EQUIVALENT TO THAT OF FLAT SURFACES. 4. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACES; PAINT SURFACES BEHIND PERMANENTLY --FIXED EQUIPMENT AND FURNITURE WITH PRIME COAT ONLY. 5. PAINT INTERIOR SURFACES OF DUCTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, WITH A FLAT, NON- SPECULAR BLACK PAINT. 6. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. 7. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. 8. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND EACH VARNISH COAT. K. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. 1. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE. L. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE, TO ESTABLISH A TOTAL DRY FILM THICKNESS AS RECOMMENDED MANUFACTURER. BY PRIME M. PRIME E COATSS: : A APPPP APPLY ET TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED N. . FINISH SH COOAA TSS : PROVIDE EVEN TEXTURE; LEAVE LEAVE NO LAPS, , UNSEALED IRREGULARITY IN E AS AR N SPOTS THERE TEXTURE, SKID IN FIRST COAT. SURFACES WHERE TP IS EVIDENCE EAV MARKS, OR OTHER SURFACE IMPERFECTIONS. 0. PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. 1. EXT. PAINTED METAL: SEMIGLOSS 100 % ACRYLIC. 2. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LAID( EMULSION. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. 4. TOILET ROOM WALLS AND CEILINGS: SEMIGLOSS ACRYLIC ENAMEL 5. INT. PAINTED METAL SEMIGLOSS 100 % ACRYLIC. 6. OPAQUE PAINTED WOOD: SEMIGLOSS 100 % ACRYLIC. 7. CONCRETE FLOORS: CLEAR PENETRATING SEAL; ONE COAT SYSTEM ACCEPTABLE. 8. FLOOR STRIPES: TRAFFIC BEARING, NON -SUP STRIPE PAINT; ONE COAT SYSTEM ACCEPTABLE. 9. SHEENS: COMPLY WITH ASTM D523, REFLECTANCE OF PAINT. P. CLEAN -UP: DURING PROGRESS OF WORK, REMOVE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS FROM SITE AT END OF EACH WORK DAY. 1. CLEAN GLASS AND PAINT- SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. Q. PROTECTION: PROTECT WORK OF OTHER TRADES, WHETHER TO BE PAINTED OR NOT; CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND REPAINTING, AS ACCEPTABLE TO ARCHITECT. 1. PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY - PAINTED FINISHES. 2. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF THEIR WORK, AFTER COMPLETION OF PAINTING OPERATIONS. R. REPAIR: AT COMPLETION OF WORK OF OTHER TRADES, TOUCH -UP AND RESTORE DAMAGED SURFACES OR DEFACED PAINTED SURFACES. ADDENDUM TO DIVISION NINE: FINISHES: SECTION 09962 - EPDXY RESIN FLOORING DUR -A -GLAZE #4 18 TO 22 MIL THICK W/ POLY- -THANE #2 SATIN OR FLAT FINISH EPDXY RESIN FLOORING SYSTEM PART 1 GENERAL SECTION 09640 - WOOD PLANK FLOORING INSTALLATION GUIDELINES SOLID BAMBOO FLOORING DIVISION TEN: SPECIALTIES SECTION 10680 - COMPACT MOBILE STORAGE UNITS A. GENERAL: INSTALL OWNER FURNISHED MOVABLE COMPACT STORAGE SYSTEM; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER SYSTEM I5 TO BE INSTALLED. DO NOT PROCEED WITH WORK UNTIL HAVE BEEN CORRECTED. C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 1. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, SECURE AND AT PROPER HEIGHT. 2. INSTALLATION TO BE SUPERVISED BY FACTORY TRAINED PERSONNEL; MANUFACTURER REPRESENTATIVE TO MAKE PERIODIC SITE INSPECTIONS OF INSTAUATION WHILE IN PROGRESS. D. CLEANING: CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY ARCHITECT. TOUCH -UP MARRED FINISHES OR REPLACE COMPONENT ELIMINATE EVIDENCE OF DAMAGE OR DETERIORATION. E. PROTECTION: PROVIDE PROTECTION FOR INSTALLED SYSTEM TO ENSURE PERFECT OPERATING CONDITION WITHOUT DAMAGE AT COMPLETION OF PROJECT. SECTION 10810 - TOILET ACCESSORIES A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTAI1ATION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL ACCESS FOR PERSONS WITH DISABILITIES. C. SUBMITTALS: SUBMIT PRODUCT DATA. D. MANUFACTURERS: BOBRICK, BRADLEY, OR AMERICAN SPECIALTIES. E. TYPES: STAINLESS STEEL ACCESSORIES AS INDICATED ON DRAWINGS; WITH CONCEALED MOUNTING, SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY APPUCABLE CODES AND REGULATIONS. F. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, SATIN FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS SILEL IS NOT AVAILABLE FOR ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WfFH MANUFACTURER 1. FASTENERS, SCREWS, AND BOLTS: HOT DIP GALVANIZED; AS RECOMMENDED BY GYMBOREE BAMBOO FLOORING SPECIFICATIONS 1.01 SUMMARY THE FLOOR IS 5/8" X 3 5/8' X 37 3/8', VERTICAL, CARBONIZED, MATTE FINISH BAMBOO AND PACKAGED IN BOXES OF 23.25SF PER BOX. RECEIVING BAMBOO FLOORING A. SECTION INCLUDES: 1. EPDXY RESIN FLOORING AT "GYMBOREE' SALES AREA, SEE DRAWING FOR LOCATIONS. 1.02 REFERENCES A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. ASTM D -695 - TEST METHOD FOR COMPRESSIVE STRENGTH OF CHEMICAL - RESISTANT MORTARS, GROUTS AND MONOLITHIC SURFACING. 2. ASTM D -635 - TEST METHOD FOR RATE OF BURNING AND /OR EXTENT AND TIME OF BURNING OF SELF -- SUPPORTING PLASTICS IN A HORIZONTAL POSITION. 3. ASTM D -638 - STANDARD TEST METHOD FOR TENSILE PROPERTIES OF PLASTICS. 4. ASTM D -790 - STANDARD TEST METHOD FOR FLEXURAL PROPERTIES OF UNREINFORCED AND REINFORCED PLASTICS AND INSULATING MATERIALS. 5. ASTM D -4060 - TEST METHOD FOR RESISTANCE OF TRANSPARENT PLASTICS TO SURFACE ABRASION. 6. ASTM D -2240 - TEST METHOD FOR RUBBER PROPERTY - DUROMETER HARDNESS. 7. ASTM E--831 - STANDARD TEST METHOD FOR LINEAR THERMAL EXPANSION OF SOLID MATERIALS BY 1HERMOMECHANICAL ANALYSIS. 1.03 QUALITY ASSURANCE INSTALLER QUALIFICATIONS: APPLICATOR SHALL BE APPROVED BY THE EPDXY RESIN FLOORING MANUFACTURER. ENGAGE AN INSTALLER WHO HAS SUCCESSFULLY COMPLETED WITHIN THE LAST THREE YEARS AT LEAST THREE RESINOUS FLOORING APPLICATIONS SIMILAR IN TYPE AND SIZE TO THAT OF THIS PROJECT AND WHO WILL ASSIGN MECHANICS FROM THESE EARLIER APPLICATIONS TO THIS PROJECT, OF WHICH ONE WILL SERVE AS LEAD MECHANIC. INSTAWNG CONTRACTOR SHALL BE BGS FLOORING, INC. OF CAROL, OH, OR OTHER APPROVED DUR -A -FLEX, INC. CONTRACTOR. DELIVERY, STORAGE AND HANDLING A. DELIVER MATERIALS TO JOB SITE, CHECK FOR COMPLETENESS OF ORDER AND FOR SHIPPING DAMAGE. B. STORE MATERIALS IN DRY, ENCLOSED AREA PROTECTED FROM EXPOSURE TO MOISTURE AND SUNLIGHT. MAINTAIN TEMPERATURE OF STORAGE AREA BETWEEN 60 AND 90 DEGREES F. 1.05 PROJECT CONDITIONS A. CONCRETE SHALL HAVE CURED 30 DAYS UTILIZING A DISSIPATING CURING MEMBRANE. B. CONCRETE SHALL HAVE A STEEL TROWEL SMOOTH FINISH. C. JOB AREA SHALL BE FREE OF OTHER TRADES DURING AND FOR A PERIOD OF 24 -48 HOURS AFTER EPDXY RESIN FLOORING INSTALLATION. 1.06 WARRANTY A FURNISH A SINGLE, WRITTEN WARRANTY COVERING BOTH MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE FULL YEAR FROM DATE OF INSTALLATION. PART 2 PRODUCTS BAMBOO FLOORING SHOULD BE RECEIVED AND STORED IN THE CLIMATE CONTROLLED ENVIRONMENT SIMILAR TO THAT IN WHICH THE FLOORING WILL BE INSTALLED DO NOT STORE IN A CONTAINER IN THE SUN. A CONTAINER ACTS AS A KILN AND WILL REMOVE TOO MUCH MOISTURE FROM THE BAMBOO. BE SURE THE FLOORING WILL NOT BE EXPOSED TO EXTREMES OF HUMIDITY OR MOISTURE. MINIMUM ACCEITABLE JOB SITE CONDITIONS THE BUILDING SHOULD BE COMPLETELY ENCLOSED. ALL OUTSIDE DOORS AND WINDOWS SHOULD BE INSTALLED ALL CONCRETE, MASONRY, PLASTERING, DRYWALL, PAINTING, AND ANY OTHER WEI WORK SHOULD BE COMPLETE. HVAC SYSTEM SHOULD HAVE BEEN RUNNING FOR AT LEAST 5 DAYS. CONCRETE SLAB CONDITIONS BEFORE MOISTURE TESTING BEGINS, THE CONCRETE SLAB MUST BE A MINIMUM OF 30 DAYS OLD. TESTING OF SLABS LESS THAN 30 DAYS OLD CAN PRODUCE INACCURATE, UNRELIABLE RESULTS. TESTING CAN BE DONE WITH AN ACCEPTED MOISTURE METER. TEST AT EACH OUTSIDE WALL AND ' EVERY 6' IN CENTER AREA. IF THE MOISTURE DOES NOT GIVE A QUANTIFIED NUMBER FOR MOISTURE IN THE SLAB BUT INDICATES THE PRESENCE OF MOISTURE A CALCIUM CHLORIDE TEST MUST BE PERFORMED. MOISTURE CONTENT OF SLAB SHOULD NOT EXCEED 3 LBS. PER 1000 SQUARE FEET IN 24 HRS. CONCRETE SLAB SHOULD BE LEVEL TO WITHIN 3/16" WITHIN 10 FEET OR 1/8' WITHIN 6'. ACCLIMATION GUIDELINES SOUTHCENTER MALL SPACE #1220 1036 SOUTHCENTER MALL TUKWILA, WA 98188 WE PROJECT NO: DRAWN BY: CHECKED BY: 080031 JAW GSW ACCESSORY MANUFACTURER FOR COMPONENT AND SUBS 2. CONCEALED SURFACES: PRETREAT AND CLEAN, SPRAY BAKED ENAMEL FINISH. G. FABRICATION: WELD AND GRIND SMOOTH JOINTS OF FABRICATED SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. 1. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, aPOSED EDGES ROLLED; HANG DOORS AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE POSSIBLE. 2. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS 3. FORM SURFACES FLAT WffHOUT DISTORTION; MAINTAIN FLAT SURFACES WITFIOUT SCRATCHES AND WITHOUT DENTS; FINISH EXPOSED EDGE'. EASED, FREE OF SHARP EDGES WHERE POTENTIAL EXISTS FOR PHYSICAL CONTACT. 4. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. 5. SHOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS. THE FOLLOWING TABLE PROVIDES YOU WITH THE WINDOW PREFERRED FOR INSTAWNG WOOD FLOORING. THIS GUIDELINE WAS ESTABLISHED BY THE FOREST PRODUCTS LABORATORY, U.S. DEPT. OF AGRICULTURE. THE ACCLIMATION PERIOD IS DETERMINED BY MOISTURE NOT TIME. TEMP. MOISTURE CONTENT OF FLOORING 60 DEGREES 6.2 / 7.0 / 7.8 / 8.6 / 9.4 70 DEGREES 6.2 / 6.9 / 7.7 / 8.5 / 9.2 80 DEGREES 6.1 / 6.8 / 7.6 / 8.3 / 9.1 30% / 35%/ 40%/ 45%/ 50% 2.01 PRODUCTS /MANUFACTURERS A. DUR -A -GLAZE #4 SYSTEM UTILIZING DUR -A -GLAZE #4 REGULAR OR WATERCLEAR HARDNER BY DUR -A -FLEX, INC. 95 GOODWIN STREET, EAST HARTFORD, CT 06108 CONNECTICUT PHONE (800) 253 -3539, MICHIGAN PHONE (800) 626 -8920. 2.02 MATERIALS A EPDXY RESIN FLOORING SYSTEM, 16 TO 20 MIL THICK SYSTEM COMPRISED OF: 1. DUR -A -PDXY HIGH GLOSS OR DUR -A- SHIELD II, TWO - COMPONENT PENETRATING EPDXY PRIMER. DUR -A -GLAZE #4 REGULAR OR WATERCLEAR SELF - LEVELING, 100% SOLIDS, CLEAR, EPDXY FORMULATION INCLUDING RESIN, HARDENER, REACTIVE FLOW ENHANCERS. POLY -THANE #2 SATIN OR FLAT, TWO-COMPONENT ALIPHATIC POLYESTER URETHANE SOLVENT BASE) SEAL COAT B. PHYSICAL/ CHEMICAL CHARACTERISTICS: 1. COMPRESSIVE STRENGTH: ASTM D -695, 16,000 PSI. 2. TENSILE STRENGTH: ASTM D -638, 3,000 Psi. 3. FLEXURAL STRENGTH: ASTM D -790, 4,000 PSI. 4. HARDNESS: ASTM D -1706, SHORE D HARDNESS 70 -- 80. 5. ABRASION RESISTANCE: ASTM D -4060, TABER ABRADER 1000 CYCLES; 0.35 GM WEIGHT LOSS. 6. FLAMMABILITY: ASTM D -635; SELF EXTINGUISHING, MAXIMUM 1/4" BURN. 7. THERMAL COEFFICIENT OF LINEAR EXPANSION: ASTM E -831. 8. WATER ABSORPTION: ASTM D -638; 0.1% PAR PART 3 EXECUTION RELATIVE HUMIDITY *THESE ARE OPTIMUM INSTALLATION CONDITIONS AND VERY UPON GEOGRAPHICAL REGION. TO LIMIT EXPANSION AND CONTRACTION THESE AREA CONDITIONS SHOULD BE MAINTAINED. GLUE DOWN BAMBOO FLOOR INSTALLATION 8 REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 DIVISION ELEVEN: EQUIPMENT (NOT USED ADHESIVE MUST BE 100% URETHANE (BOSTIK'S BEST). SPREAD ADHESIVE WITH 'A BY X' NOTCHED TROWEL INSPECT EACH BOARD PRIOR TO INSTALLATION. INSTALL USING A STANDARD WET LAY APPLICATION. WHERE POSSIBLE MOISTURE CONDITIONS EXIST NOW OR THE FUTURE A NON - ABSORBENT PAD SHOULD BE INSTALLED BETWEEN THE SLAB AND THE FLOORING. IF ANY QUESTIONS ARISE PRIOR TO OR DURING INSTALLATION, PLEASE CALL JIM GOURLEY AT PRAIRIE SHORES, LTD. PHONE 262- 694 -9738 37 3 . CELL 2 622 6 308-8980 City Of Tuimila DIVISION TWELVE: FURNISHINGS (NOT USE DIVISION THIRTEEN: SPECIAL CONSTRUCTION DIVISION FOURTEEN: CONVEYING SYSTEMS (NOT USED) DIVISION FIFTEEN: MECHANICAL REFER TO MECHANICAL DRAWINGS. DIVISION SIXTEEN: ELECTRICAL REFER TO ELECTRICAL DRAWINGS. t)t) gi ..... I oq RECEIVED CITY OF TUi-A► APR 012008 PERMIT CENTER 3.01 SUBSTRATE PREPARATION A PREPARE CONCRETE USING A SHOT-BLAST MACHINE FOR SURFACE REMOVAL AND ETCHING. SURFACE LAITANCE, CURING COMPOUNDS, OIL, GREASE OR OTHER SURFACE CONTAMINANTS SHALL ALL SURF REMOVED. 3.03 MATERIAL INSTALLATION A. APPLY PROPERLY MIXED PRIMER, DUR- A -PDXY HIGH GLOSS OR DUR -A- SHIELD II, AT APPROXIMATELY 250 SQUARE FEET PER GALLON. LET DRY. B. APPLY ONE COAT OF PROPERLY MIXED DUR -A -GLAZE #4 UTILIZING DUR -A -GLAZE # REGULAR OR WATERCLEAR HARDENER AT 80 TO 90 SQUARE FEET PER GALLON. C. APPLY ONE COAT OF PROPERLY MIXED POLY -THANE #2 SATIN OR FLAT AT APPROXIMATELY 300 SQUARE FEET PER GALLON. D. TO ENSURE A MINIMUM OF 20 MIL THICKNESS, THE OWNER OR THE OWNERS REPRESENTATIVE MAY TAKE RANDOM CORE SAMPLES TO ENSURE THE MINIMUM 20 MIL THICK FLOOR SYSTEM. THE CORE HOLE(S) SHALL BE PATCHED BACK AT NO CHARGE. IF THE FLOOR FAILS TO MEET 20 MIL THICKNESS, ANOTHER COAT MUST BE APPLIED. E. INSTALL IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. F. REMOVE ALL UNUSED MATERIALS FROM THE JOB SITE. 3.05 DETAILS A. IN AREAS WHERE THE INSTALLED FLOOR DOES NOT ABUT A VERTICAL SURFACE, MAKE A STRAIGHT SAW CUT 1/8" IN DEPTH, AND CHIP BACK THE INNER SURFACE. B. SLIGHT SPAWNG AND MINOR CONCRETE REPAIRS ARE TO BE REPAIRED WITH A MIXTURE OF DUR -A -GLAZE #4 UTILIZING DUR -A -GLAZE #4 WATERCLEAR HARDENER, AND A MIXTURE OF FINELY GRADED SAND AGGREGATES. C. INSTALL SAW CUT EXPANSION JOINTS IN LOCATIONS SHOWN ON DRAWINGS. FILL EXPANSION JOINTS WITH DUR- A -FILLER #2. FOR CONTROL JOINTS, FILL FLUSH WITH EXISI1NG EPDXY FLOORING SYSTEM. FOR JOINTS OR CRACKS IN EXCESS OF ONE HALF IN WIDTH, ROUTE ONE INCH DEEP AND FILL WfFH ELAST -0 -COAT. 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VERIFY ALL CONDf110N3 IN FIELD PRIOR TO BIDS. SEE ELECTRICAL RESPONSIBILTY SCHEDULE ON SHEET E5.0 1 /4 " =1' -0" RECEIVED CITY OF TUKWILA APR 01 2008 PERMIT CENTER POWER PLAN 1 crazy 8 UNMAN 0 0 z W A CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARC1-IffECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415 -2300 www.ercv.com co } N U 6897 SHEET NUMBER: 1 a [L H Z W U nc 0 00 J J a 2E C4 co w co Z O W N 2 N a CL 1?fr1SfE ED ret;CHIT w• I/ y F REDERICK J. GOGLIA \5f Aia OF WASHINGTON POWER PLAN E1.0 «4t U) 0) (1) 2 g ° 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS 10. INSTALL ENGRAVED BAKELTE NAMEPLATE ON SERVICE DISCONNECT 17. ELECTRICAL. CONTRACTOR IS TO FURNISH AND INSTALL TYPEWRITTEN SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DMSIONS OF WORK REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. SWITCH IN LANDLORD'S SWITCHGEAR WITH DEMISED PREMISES' SPACE PANEL DIRECTORIES IN ALL PANELBOARDS. AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE NUMBER. WORK OF ALL SUBCONTRACTORS WITH ALL DMSIONS OF WORK. IT IS 7. WHERE DRYWALL CEILINGS ARE USED IN THE "SALES" AREA, THE 18. RECEPTACLES LOCATED IN "GYM" SHALL BE WHITE WITH WHITE THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID THE USE 11. NO HANGERS, SUPPORTS, JUNCTION BOXES, ETC. SHALL BE ATTACHED TO COVERPLATES. RECEPTACLES LOCATED IN SLATWALL SHALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION ROOF DECK. WITH SILVER COVERPLATES. BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS 2. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN NR GRILLES 12. COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD. WRITTEN 19. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A POLY PULL CLARITY. CIRCUITING SHALL BE "THRU- WIRING" WHERE AND WHENEVER OR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH PERMISSION FROM THE LANDLORD SHALL BE RECEIVED PRIOR TO ANY STRING IN ALL EMPTY CONDUITS FOR FUTURE USE. SECURE PULL STRING POSSIBLE. GYMBOREE'S PROJECT MANAGER PRIOR TO ROUGH -IN TO AVOID ANY WORK B 3 NG PERFORMED. ALL ROOF PENETRATIONS TO BE BY AT BOTH ENDS OF CONDUIT. CONFLICTS. JUNCTION BOXES ABOVE LAY -IN CEILINGS ARE ACCEPTABLE LANDLORD'S CONTRACTOR AT TENANT'S ELECTRICAL CONTRACTOR'S 3. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF EXPENSE. 20. ELECTRICAL CONTRACTOR IS NOT TO SHARE THE NEUTRAL CONDUCTOR ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO 8. EQUIPMENT LABELED "GENERAL ELECTRIC" SHALL BE FURNISHED BY GYMBOREE 0 A CIRCUIT • AI . A "GFCI" DEVICE WITH ANY OTHER ORDERING RELATED ELECTRICAL EQUIPMENT. AND INSTALLED BY THE ELECTRICAL CONTRACTOR. REFER TO CODED 13. RECEPTACLES, VIDEO JUNCTION BOXES AND TELEPHONE OUTLETS SHALL 0 NOTES, ELECTRICAL RESPONSIBILITY SCHEDULE, PANEL SCHEDULE AND BE MOUNTED HORIZONTALLY AT 18" A.F.F. UNLESS NOTED OTHERWISE. 21. LANDLORD WILL PROVIDE A COMMUNICATION CAB TRAY LOCATED IN 4. ALL RECEPTACLE CIRCUITS UP TO 100' -0" SHALL U11IZE #12 CONDUCTORS POWER RISER DIAGRAM FOR SPECIFIC EQUIPMENT DESCRIPTION. THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL MINIMUM. ALL RECEPTACLE CIRCUITS FROM 101' -0" TO 150' -0" IN LENGTH 14. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL CLEAR CHILD- PROVIDED. LANDKORD WILL PROVIDE A COMMUNICATIONS TERMINAL SHALL U11LZE #10 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS 9. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE PROOF COVERPLATES ON ALL RECEPTACLES. BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT 151' -0" UP TO 250' -0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. LANDLORD'S REPRESENTATIVE ON ANY FIRE ALARM SYSTEMS IN USE AT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE CIRCUITS ABOVE 251' -0" SHALL UTILIZE #6 CONDUCTORS MINIMUM. THE LOCATION AT THE TIME OF THE BID. IF THE FIRE ALARM SYSTEM IS NOT 15. ELECTRICAL CONTRACTOR IS TO CUT FLOOR (CORE DRILL ON ELEVATED SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE ADEQUATELY DESCRIBED ON THE DRAWINGS, THE ELECTRICAL FLOORS) AS REQUIRED TO INSTALL CONDUITS TO CASHWRAP UNITS AND COMPANY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED 5. PLACEMENT OF ALL RECEPTACLES IN THE 'SALES' AREA SHALL BE CONTRACTOR IS RESPONSIBLE TO INFORM THE GENERAL CONTRACTOR PATCH FLOOR TO MATCH EXISTING. COORDINATE ALL WORK WITH WITHIN THE TENANT'S SPACE TENANT G.C. SHALL PROVIDE PLENUM INTENTIONAL (I.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT AND INCLUDE THE COST AS A SEPARATE UNE ITEM IN THE BID. NO LANDLORD PRIOR TO STARTING WORK. RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'; TO CORNERS). IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE ADDITIONAL MONIES SHALL BE AWARDED FOR 11E -IN REQUIREMENTS TO TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTIUZING LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH A LANDLORD'S FIRE ALARM SYSTEM THAT IS IN EXISTENCE AT THE TIME 16. TELEVISION SETS, VIDEO RECORDERS, SPEAKERS AND COAXIAL CABLES THE LANDLORD SUPPLIED CABLE TRAY. ANY CORRIDOR WAIJ GYMBOREE'S PROJECT MANAGER PRIOR TO ROUGH -IN. RECEPTACLES OF THE BID, WITHOUT A SEPARATE UNE ITEM FOR THE FIRE ALARM WILL BE FURNISHED AND INSTATED BY G.C. ELECTRICAL CONTRACTOR IS PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. MOUNTED IN SLAT WALL SHALL BE MOUNTED VERTICALLY AND CENTERED SYSTEM AT THE TIME OF THE BID. TO FURNISH AND INSTALL ALL. NECESSARY CONDUITS, PULL WIRES, JUNCTION EVENLY BETWEEN SLAT WALL GROOVES. BOXES, ETC. AS REQUIRED. POWER GENERAL NOTES 22. LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION 23. TENANT G.C. SHALL FURNISH AND INSTALL DUCT DETECTORS WITH BOX INSIDE THE DEMISED PREMISES FOR EACH TENANTS USE IN REMOTE TEST SWITCH AND LED INDICATOR TIGHTS IN SUPPLY AND CONNECTION TN= R INDMDUAL FIRE ALARM SYSTEMS OR RETURN MANS FOR EACH TENANT VAV UNIT AS REQUIRED BY CODE COMPONENTS. TENANT G.C. SHALL FURNISH AND INSTALL ALL AND LOCAL AUTHORITY HAVING JURISDICTION. NECESSARY INRIATION DEVICES, ANNUNCIATION DEVICES AND "CAL SOUTHCENTER MALL SPACE #1220 1036 SOUTHCENTER MALL TU KWI LA, WA 98188 WE PROJECT NO: DRAWN BY: CHECKED BY: 080031 SS ES CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 24. TENANT G.C. TO PROVIDE FOR AD" SYSTEM IN HANDICAP TENANT G.C. SHALL CONTRACT WITH LANDLORD'S DESIGNATED FIRE TOILET ROOM. COORDINATE WITH LANDLORD FOR REQUIREMENTS. ALARM CONTRACTOR FOR DESIGN, PROGRAMMING AND FINAL CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM AT TENANT C.C.'S EXPENSE. TENANT G.C. SHALL USE ONLY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORD'S FIRE ALARM SYSTEM. A COPY OF FIRE ALARM DRAWINGS SHALL BE ISSUED TO THE LOCAL FIRE MARSHAL'S OFFICE. D b..," POWER CODED NOTES 0 DUPLEX RECEPTACLES (AT 6" O.C.), QUADRAPLEX RECEPTACLE, DATA 11 DUPLEX RECEPTACLE IN WALL FOR REFRIGERATOR AND MICROWAVE AT OUTLET AND TELEPHONE OUTLET IN WALL AT 2' -0" A.F.F.. VERIFY EXACT 18" A.F.F.. LOCATION IN FIELD TO CLEAR 'SAFE'. 1 QUADRAPLEX RECEPTACLE IN WALL AT 6' -2' A.F.F. FOR DVD PLAYER O2 RECEPTACLES AND COVERPLATES DESIGNATED 'SF" SHALL BE MOUNTED FOR TV AMOIRE. ON THE UNDERSIDE OF THE STOREFRONT SOFFIT WITH THE 4" SIDE 13 ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A 100 WATT PARALLEL TO THE STOREFRONT GLASS. SERVICE UGHT WITH SWITCH AND GROUND FAULT DUPLEX RECEPTACLE 3 ONE 1 1/4- RIGID GALVANIZED STEEL CONDUIT FOR POWER AND TWO 1" AT UNIT. DEVICES ARE TO BE WEATHERPROOF WHEN USED OUTDOORS. O RIGID GALVANIZED STEEL CONDUITS FOR TELEPHONE /DATA CONNECT TO CIRCUIT AS SHOWN. UNDERFLOOR FROM CASHWRAP TO NEARBY UP WALL TO ABOVE W X 4H X 3 / LEX CEILING AND TO ELECTRIC PANEL OR TELEPHONE HONE TERMINAL BOARD AS 14 2'W 4" TELEPHONE BOARD WITH DEDICATED QUADRAP LABELED. STUB CONDUITS UP 6" ABOVE FINISHED FLOOR AT CASHWRAP. RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE O DUPLEX RECEPTACLES (AT 6' O.C.), QUADRAT= RECEPTACLE, DATA COMPANY. EXTEND 1" TELEPHONE CONDUIT WITH PULLWIRE FROM OUTLET AND TELEPHONE OUTLET IN WALL AT 2' -0" A.F.F. FOR I.S.S. SERVICE ENTRANCE AT DEMISING WALL TO TELEPHONE BOARD. VERIFY EQUIPMENT. EXACT LOCATION IN FIELD. ® JUNCTION BOX AND DUPLEX RECEPTACLE IN WALL FOR VIDEO MONITOR. O5 PANEL "NV", 277/480V., 30, 4W.. MOUNT JUNCTION BOX AND DUPLEX RECEPTACLE IN WALL AT 73" A.F.F.. INSTALL 1 1/2' FLEX CONDUIT FROM JUNCTION BOX UP IN WALL TO ABOVE 16 30 KVA FLOOR MOUNTED STEP -DOWN TRANSFORMER, 480V., 30, 3W. C a LING AND TO NEAREST C a LING DIFFUSER FOR FUTURE CABLING BY PRIMARY, 120/208V., 30, 4W. SECONDARY. OTHERS. ® QUADRAPLEX RECEPTACLE IN WALL AT 6' -2' A.F.F. FOR DVD PLAYER. a PANEL "A ", 120/208V., 30, 4W.. 18 JUNCTION BOX MOUNTED IN WALL AT 6' -2' A.F.F FOR DMX MUSIC SYSTEM 7O ELECTRICAL CONTRACTOR IS TO ROUTE POWER/DATA/TELEPHONE WFFH 1" CONDUIT STUBBED TO 13' -0" A.F.F.. CONDUITS DOWN IN WALL TO BELOW BACKWRAP BASE, STUB OUT CONDUITS IN BASE AREA AND FLEX BACK UP TO DEVICES IN BACKWRAP. 19 SINGLE RECEPTACLE IN WALL AT 12" A.F.F. FOR INSTANTANEOUS WATER " HEATER MOUNTED ON WALL UNDER SINK. ® DELIVERY BUZZER SYSTEM PUSHBUTTON AT 54 A.F.F. AND POWER TRANSFORMER HIGH ON WALL FURNISHED AND INSTALLED BY 0 TIME CLOCK ON WALL. SEE POWER RISER ELECTRICAL CONTRACTOR. PUSHBUTTON SHALL BE EDWARDS #603 AND ON SHEET "E4.0" FOR ADDITIONAL INFORMATION. TRANSFORMER SHALL BE EDWARDS #596. CONNECT PUSHBUTTON TO POWER TRANSFORMER AS REQUIRED. O1 ELECTRICAL, DATA AND TELEPHONE OUTLET(S) MOUNTED IN CASHWRAP/BACKWRAP. COORDINATE EXACT PLACEMENT OF DEVICE 9O DELIVERY BUZZER SYSTEM BUZZER MOUNT ON WALL AT 9' -0" A.F.F. AND WIRE ROUTING IN CASHWRAP / BACKWRAP WITH MILLWORK FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BUZZER TO DRAWINGS. BE AN EDWARDS #15 -01 1. CONNECT BUZZER TO POWER TRANSFORMER AS REQUIRED. 10 DELIVERY BUZZER SYSTEM BUZZER ABOVE C 2 LING FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BUZZER TO BE AN EDWARDS #660. CONNECT BUZZER TO POWER TRANSFORMER AS REQUIRED. RECEIVED CITY OF TUKWILA ELECTRICAL LEGEND PERMIT CENTER ALL SYMBOLS DO NOT NECESSARLY APPLY p �� ��{ �, A � ,� ' � ' MOUNTING HGT. TO Cf>!1TERI.INE SYMBOL D PnaN UNLESS OTHERWISE Nom SYMBOL DESCRIPTION MOUNTING HGT. TO CENTERUPE LINIESS OTHERWISE NOTED LING ET 0 CQ MOT 5-Q WALL OUTLET SEE DRAWINGS 13LA"KED OUTLET SEE DRAWINGS PO WIC JUNCTION BOX SEE DRAWINGS 14 TELEPHONE OuTTET - 4' SQ. w/pLASTER i NP PUBLIC IE1EPfIONE OWLET - 4• sa W/PLA.STER RING 54 w CABLE N OUTLET D WALL BOX - DIMMER b DATA OUTLET - 4" SQ. W/1LAS1ER RING © FIRE ALARM BREAK STATION Ell FIRE ALARM AUOIO/NSUAL SIGNAL DEMCE DUCT MM. SMOKE S STEM SMOKE DETECMIR 0 w/ REMOTE INDICATORS AS REQLRRED FIRE ALARM WATER FLOW SWITCH AS REQUIRED © FIRE ALARM TAMPER M ITCH AS REQUIREI CI SYSTEM SMOKE DEIF.CICR CEILING IIID. SYSTEM PHOTU/►1EAT DETECTOR CBUNG MD. SYSTEM TEAT DETECTOR (M>a D TEMP.) CBUNG MD. 0 GELLING MOUNTED DaT LIGHT 0 CUM MOUNTED MT LIGHT OUTLET WALL YID. EU LIGHT W/ DIRECTIONAL ARROWS SEE DRAWINGS a WIRE �. 1r :wP OUPLE]f RECEPT AE SEAT ROOF 18' c ,T' DUPLD( RECEPTACLE. GROUND FAIAT PROTECTED 18' D3 DUPLEX RECEPTACLE. ISOLATED GROUND 1O3' °UADRAPLE( RECEPTACLE 1r $ TOGGLE SWITCH. SINGLE PALE 48' $z TOGGLE swr *. DOUBLE FOIE 4s' TOGGLE , 3-WAY. 4-WAY �' t NAIHUAL MOTOR STARTING SWITCH 48 1:2522 MAGNETIC MOTOR STARTER AS REQUIRED I I COMBINATION STARTER/SAFETY SM1 AS REQUIRED F A FIRE ALARM PANEL AS REQUIRED © ,NCH Elox AS REQUIRED 3=C SF OUPLDI RECEPTACLE AT SCIREFRCNT a DELIVERY BURR As REQUIRED 0 DUMMY BUS PUSHBUTTON 54 ' =' DELIVERY BUM TRANSFORMER AS REQUIRED © ° n UNG LET RACEWAY As OS cuNG SPEAKS muNG MID' TIME CLOCK AS REQUIRED 13 LuINnNG CONTACTOR AS REQUIRED SAFETY mom As REQUIRED PANES. ss-0r TO TCP ELECIRIC 0 MOTOR OUTLET. SINGLE PHASE ® MOTOR OUTLET. THREE PHASE • a b c d A -15 A -21 A-11 A-13 SALES SALES SALES SALES FLUOR FLUOR PENDANT TRACK LIGHTING LIGHTING LIGHTING LIGHTING CHAIN HANG LIGHTS IN STOCKROOM TO 10' -0' A.F.F.(TYP). 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THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DMSIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DMSIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. CIRCUITING SHALL BE "THRU- WIRING" WHERE AND WHENEVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE 'THRU- WIRING ". ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHALL BE INCLUDED IN BID. 3. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES. 4. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF ALL LIGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY GYMBOREE. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THE ADJUSTABILITY OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION AND AIM THEM. 5. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE WITH BATTERY BACKUP (120 /277 VOLT INPUT). 6. ALL LIGHTING CIRCUITS UP TO 100' -0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. ALL LIGHTING CIRCUITS FROM 101' -0" TO 150' -0" IN LENGTH SHALL U11UZE #10 CONDUCTORS MINIMUM. ALL LIGHTING CIRCUITS 151' -0' UP TO 250' -0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. CIRCUITS ABOVE 251' -0' SHALL UTILIZE f6 CONDUCTORS MINIMUM. 7. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. 8. WHERE DRYWALL CEILINGS ARE USED IN THE "SALES' AREA, THE ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. FIELD COORDINATE WITH GYMBOREE'S PROJECT MANAGER PRIOR TO ROUGH -IN TO AVOID ANY CONFLICTS. JUNCTION BOXES ABOVE LAY -IN CEILINGS ARE ACCEPTABLE. 9. EXIT /EMERGENCY LIGHTS AT STOREFRONT ARE TO BE CEILING MOUNTED AND QED OVER OPENING (TYPICAL U.N.O.). EXIT /EMERGENCY LIGHTS AT DOOR TO 'NON - SALES" SHALL BE CENTERED ON WALL ABOVE DOOR. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR IXEACT LOCATIONS. 10. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A POLY PULL STRING IN ALL EMPTY CONDUITS FOR FUTURE USE. SECURE PULL STRING AT BOTH ENDS OF CONDUIT. LIGHTING GENERAL NOTES 1/4 " =1' -0" 1 PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN NON - VISIBLE LOCATION AND FINAL CONNECTION FOR 120 VOLT SIGN FURNISHED BY GYMBOREE ELECTRICAL CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS WITH U.L SECTION 2161 REQUIRING THE USE OF SECONDARY GROUND FAULT PROTECTION AND INCLUDE ALL COST IN BID. POWER JUNCTION BOX IS TO BE MOUNTED IN CENTER OF SIGN BOTH VERTICALLY AND HORIZONTALLY. STOREFRONT SIGNAGE AND LIGHTING TIMECLOCKS SHALL BE SET TO MALLS OPERATING HOURS. SEE SWITCH BANK DETAIL THIS SHEET. A -23 SALES TRACK LIGHTING A -33 SALES TRACK LIGHTING f A-25 SALES TRACK LIGHTING 9 A -27 SALES TRACK LIGHTING h A -29 SALES TRACK LIGHTING CONTRACTOR TO VERIFY EXACT CONFIGERATION REQUIRED WITH SPACE AVAILABLE. PROVIDE LABELS AS DIRECTED BY OWNER. SWITCHES SHALL NOT BE MOUNTED HIGHER THAN 48" SWflCH BANK NIB. RECEIVED CITY OF TUKWILA APR 01 2008 PERMIT CENTER LIGHTING CODED NOTES Hr- craz 8 RICAN FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 Pti. (314) 415-2400 FAX (314) 415 -2300 wwwercvcom w G] Z CD c c w S °0 a oo N CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 J J CO w z N l e) U CO • I CVI CO 0 CV r+) 6897 FREDERICK J. I O( U11 STATE OF W!15IliN'G1ON LIGHTING PLAN SHEET NUMBER: E2.0 5w LIGHT FIXTURE SCHEDULE FlIgr SYMBOL DESCRIPTION MANUFACTURER A: MODEL NUMBER DESCRIPTION LAMP WATTAGE H 3 GMT • Al DIAMETER RECESSED DOWNLIGHT, CLEAR CONE, ELECTRONIC BALLAST MAXILUME: HV6PL- 1X32 —E- 120/277- 6101 —CL 9 -1 /4' 32 GX2 watt T4, Base, Triple — Compac Fluorescent, 3000K, 82 CRI, 10,000 Hrs. PHILIPS: PL —T 32W/30/4P /ALTO OSRAM/SYLVANIA: CF32DT/E/IN/1330 GE F32TBX/SPX30 /A /4P 36 watts • MA 6' DIAMETER RECESSED COMPACT FLUORESCENT DOWNLJGHT, CLEAR CONE, ELECTRONIC BALLAST EMERG. BALLAST BACKUP MAXILUME HV6PL- 1X32 —E- 120/277— EMG750 -- 6101 —CL 9 -1/4' 32 watt, T4, 4PLn T p�Copact Compact �t Fluorescent, c00pK, 82 CRT, 10,000 Hrs. 4 T P06 PL—T RAM CF32D/�� /830 C S F3 .VANIk 32D 36 watts • C1 ADJUSTABLE DOME PENDANT FIXTURE WORLD IMPORTS: 9009-08 'N Q Mi 60W INCAND. MED BASE PHILIPS: 60A OSRAM/SYLVANIA: 60A GE 60A 60 watts • D1 INCANDESCENT RE_ DOWNLIGHT HALO: H7U1CT /30CAT 9-1/2' BOW A19 PHILIPS: 60A19 OSRAM/SYLVANIA: 60A19 GE: 60A19 60 watts • F 2' LONG WALL MOUNTED MIRROR TIGHT UGHTOUER: LSW 2 2 17 120 WSO 3 7/8' Meium BI—Pin Base, L dn r ores Linear Fluorescent. 3000K, 82 CRT, 20,000 Hrs. PHILIPS: F17T8 /830 A YLVANIA: F017 / 830 OSRM 32 watts T8/SpX30 F17� G2 2' X 2' RECESSED FLUORESCENT TROFFER, HIGH BALLAST FACTOR ELECTRONIC BALLAST, 9 CELL SEMI— SPECULAR PARABOUC LOUVER, SIMKAR: TEP242-- 232U- 9C—B11 —UNV 5 3/4" 2- 32watt, T8, U6, Medium Bi—Pin Base, Linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. PHILIPS: F32T8/1L830 /ALTO OSRAM /SYLVANIA: F032/830 GE F32T8/SPX30 62 watts G2A 2' X 2' RECESSED FLUORESCENT TROFFER, HIGH BALLAST FACTOR ELECTRONIC BALLAST, 9 CELL SEMI — SPECULAR PARABOUC LOUVER, BACK —UP BATTERY BALLAST SIMKAR: 1EP242- 232U- 9C --B11— UNV —EM 2- 32watt, T8, U6, Medium Bi —Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. PHILIPS: F32T8/TL830 /ALTO OSRAM/SYLVANIA: F032/830 GE F3218/SPX30 62 watts H2 2' X 4' RECESSED FLUORESCENT TROFFER, HIGH BALLAST FACTOR ELECTRONIC BALLAST, 9 CELL SEMI — SPECULAR PARABOUC LOUVER, SIMKAR: TEP244- 332- 18C —B11 —UNV 3- 32watt, T8 Medium Bi —Pin Base, Linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. PHILIPS: F32T8/TL830 /ALTO OSRAM/SYLVANIA: F032/830 GE F32T8/SPX30 93 watts H2A 2' X 4' RECESSED FLUORESCENT TROFFER, HIGH BALLAST FACTOR ELECTRONIC BALLAST, 9 CELL SEMI— SPECULAR PARABOUC LOUVER, BACK —UP BATTERY BALLAST SIMKAR: TEP244- 332- 18C —B11 —UNV EM 3- 32watt, T8 Medium BI—Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. PHILIPS: F32T8/TL830 /ALTO OSRAM/SYLVANiA: F032/830 GE F3218/SPX30 93 watts • —4 I-2-4 4' BARE LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN RE GUARD SIMKAR: 61132- 811 -UNIV 3 1 / 4 - / 32 Watt, T8, Medium Bi —Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. PHILIPS: F32T8 /TL83O /ALTO OSRAM /SYLVANIA: F032/830 GE: F32T8/SPX30 31 watts L2 -6' 6' BARE LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION WIRE GUARD SIMKAR: CH2125 —B11 —UNIV 3 1/e 2- 25watt, T8, Medium BI —Pin Base, Linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. PHILIPS: F25T8/830 OSRAM/SYLVANIA: F025/830 GE: F25T8/SPX3O 48 watts • L2 -8' 8' BARE LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION. (2) 4' SECTIONS TANDEM WIRED ON ONE BALLAST, QUICK CONNECT PLUGS WIRE GUARD SIMKAR: CH2132 —B11 —UNIV 3 1/4" 2 -32 Watt, TS, Medium BI—Pin Base, Linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. PHILIPS: F32113/1U330/ALTO OSRAM/SYLVANIA: F032/830 GE F32T8/SPX30 62 watts • L2E -48 4' BARE LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION, EMERGENCY BATTERY BACKUP WIRE GUARD SIMKAR: CH132— ELS —B11 —UNIV 3 1/4" 32 Watt, T8, Medium Bi —Pin Base„ Linear Fluorescent, 3 000K, 82 CRI, 20,000 Hrs. PHILIPS: F32113/1L830/ALTO OSRAM/SYLVANIA: F032/830 F32.18 /SPX30 31 watts • M TOILET ROOM EXHAUST FAN AIRZONE: PA900VL 7 -3/4" — — 51 watts • T3 PAR 38 REAR LOADING GIMBAL RING TRAGIC HEAD, MATTE WHITE FINISH CON—TECH: CTL2838N—P 10 1/13 45 watt, PAR38, Medium Screw Base, Quartz Halogen Flood PHILIPS: 45PAR38/NFL GE: 45PAR/H PHILIPS: 45PAR /CAP/FL 45 watts • Ts SURFACE MOUNTED CON —TECH: LT2P, LT4P, LT6P, LTBP, LT12P as required 11/16' — — 60 watts CIRCUIT TRAGIC, MATTE ITE TE WH !M I FINISH • X1 EXIT SIGN EXITRONIX: VEX— U— BP-- •B--WH -- — — 2 watts LIGHTING FIXTURE SCHEDULE RECEIVED CITY OF TUKWILA APR 01 2008 PERMIT CENTER craz 8 MEM CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 ca iG ROAD, SURE 300 ST. LOUIS, MO 63146 FR (314) 415-2400 FAX (314) 415 -2300 www.arcv.com C C M CO C w ec CO 03 C O In W ct COW Ce 00 i"' w CO Z Z w N � C 1 T r 1— : : OaM Cl)CO ° - m 1 N • J 2 6897 C,I'TFRE FR[ )TRICK, J. GO -LTA STP,fG t)5- WASHINGTON LIGHTING FIXTURE SCHEDULE SHEET NUMBER: E3.0 DATE I PROJECT INFORMATION: ISSUE TO BID, PERMIT & LANDLORD COMMENTS 100% CHECKSET ELECTRIC LOAD SUMMARY 277/0V SYSTEM DESCRIPTION ACTUAL CONNECTED KW/KVA POWER FACTOR ACTUAL DEMAND KVA N.E.C. CONNECTED KW/KVA N.E.C. DEMAND FACTOR N.E.C. DEMAND KVA LIGHTING 12.345 • 12.345 12.345 1.25 15.432 SHOW WINDOW LIGHTING ALLOWANCE --- • ___ __ * 1.25 ___ RECEPTACLES .38 1.0 .38 .38 1.0 < 10KW Q.6 REMAINING KW .38 MOTORS 480V, 30 0.9 7.5 -- 1.0 3/4' FIXED ELECTRIC SPACE HEATING ---• 1.0 - -- * - -- * 1.0 ___ * AIR CONDITIONING SYSTEM 7.494* 1.0 14.358* 7.494* 1.o *** +25% LARGI:51 7.897* ELECTRIC WATER HEATER 0.750 1.0 0.750 0350 1.0 0.750 MISCELLANEOUS - -- 1.0 - -- - -- 1.0 - -- TOTAL Nma * USE GREATER •• N.E.C. ARTICLE SHOW WINDOW) *** 125% OF THE LARGEST • POWER FACTOR N.E.C. DEMAND 30.969 TWO CATEGORIES INSTALLED OF COMPRESSOR INCLUDED . MINIMUM 30.969 30.969 VA. ONLY ON ONE 34.459 VALUE OF THE 220-12 REQUIREMENT MINUS ACTUAL MOTOR I5 ALREADY KVA 4.1000 (200VA PER FOOT OF SHOW WINDOW LIGHTING IN SYSTEM. APPLIED IN LIGHTING LOAD. FEEDER AMPERAGE UNIT. SYSTEM VOLTAGE 34.459 x 1000 x 41.5 AMPS = 480x 1.73 EQUIPMENT WIRING SCHEDULE SYM. ITEM VOLTAGE HP. KW. F.LA. FEEDERS TYPE OF CONN. BRANCH BREAKER DISC. SW. 3 i� REMARKS WIRE COND. 1Q WATER HEATER 120V, 10 -- 0.75 -- 4 q-1D N 3/4' PWG & SINGLE CORD RECEPTACLE 20A-1P - -- --•-- SPARE Q VAV -1 480V, 30 -- 7.5 -- 2 G1 3/4' DIRECT 15A -3P HACK 30AS 15AF ___ LO act. No. Zane Load Description N iz Phase KW NEC gil- Size Load Description Zane 1 T/C SIGN LO 1.200 1.200 A - --- - -- T SPARE 2 3 T/C SHOW VAN. REC. 150/3 LO 0.360 0.360 8 0.360 0.360 LO 15/3 }VAV TELEPHONE BD. 4 5 T/C ENTRY LTS. LO 0.108 0.108 C 1.500 1.500 LO ♦ CASH REGISTER 6 7 T/C SHOW WIN. LTS. ---- LO 1.044 0.624 A - -- - -- - -- SPARE 8 9 SHOW WIN. REC. - -- LO 0.360 0.360 B 0.200 0.200 LO -SPACE TIMECLOCK 10 11 SALES LTS. - -- 0.648 0.648 C 0.360 0.360 - -- BACKWRAP 12 13 SALES LTS. - -- 0.612 0.612 A 0.54.0 0.540 - -- SALES RECEPTS. 14 15 SALES PENDANTS - -- 1.080 1.080 8 - -- - -- - -- SPARE 16 17 SPARE - -- - -- - -- C 0.360 0.360 - -- SALES RECEPTS. 18 19 NL/EM SALES/NS LO 0.184 0.184 A 0.720 0.720 CASHWRAP 20 21 SALES TRACK 1.050 1.050 B 1.800 1.800 LO MICRO./REFRIG. 22 23 SALES TRACK 1.350 1.350 C 1.500 1.500 LO I.S.S. RACK 24 25 SALES TRACK 1.800 1.800 A 0.360 0.360 LO MANAGER'S DESK 26 27 SALES TRACK 0.900 0.900 B 0.460 0.460 NS REC/BUZZER 28 29 SALES TRACK 1.350 1.350 C 0.750 0.750 LO WATER HEATER 30 31 NON -SALES LTS. 0.269 0.269 A 0.720 0.720 LO SOUND SYSTEM 32 33 SALES TRACK 1.050 1.050 B 0.500 0.500 LO I.S.S. RACK 34 35 SPARE - -- - -- C 0.280 0.280 LO RTU LT/REC 36 37 SPARE - -- - -- A - -- - -- SPARE 38 39 SPARE - -- - -- B - -- - -- SPARE 40 41 SPARE - -- - -- C - -- - -- SPARE 42 Is4 Zone Load Descriptian Phase KW I gg gii Load Description Zane 1 7.449 7.449 A 2.498 2.498 T 2 3 3Okva MAR 150/3 LO 7.820 7.820 9 2.498 2.498 LO 15/3 }VAV -1 4 5 8.206 8.206 C 2.498 2498 HACR ♦ 6 7 SPACE ---- - -- - -- A ---- - -- - -- SPACE 8 9 SPACE - -- ---- - -- B - -- - -- -SPACE 10 11 SPACE - -- - -- - - - C ---- - -- - -- SPACE 12 13 SPACE - -- - -- - -- A - -- -- -- - -- SPACE 14 15 SPACE - -- - -- - -- 8 - -- - -- - -- SPACE 16 17 SPACE - -- - -- - -- C - -- - -- - -- SPACE 18 Panel Whig Schedule (S'Phise) Panelboard Panel Type AO NEMA Type Enclosure 1 LANDLORD'S 277/480V,3PH,4W DISTRIBUTION SWITCHBOARD. METER BY LANDLORD AT` TENANT G.C.'S EXPENSE. THE LANDLORD -OWNER NETWORK METERING SYSTEM WILL METER TENANT POWER CONSUMPTION. A Notes • M draft break= to be 20 -Amp, 1 -Pde unless otherwise noted. Zones marked T/C to be routed via timedodk Actlud Load Totollr: oA 7.449 08 7.820 kw 1c 8.206 Imlay Totd 23.475 kw N.E.C. Connected Totdx :A .4 kw 7 49 kw 1K: 8.206 kit Totd 23.475 k w (M Phases to be bdanced to within 7% using Actual Lind Totds.) 4#3/0 THHN AND 1#4 GROUND IN A 2' CONDUIT LANDLORD PROVIDED AT TENANT G.C.'S EXPENSE • 200A -3P CIRCUIT BREAKER LANDLORD PROVIDED AT TENANT G.C.'S EXPENSE. 1 Voltage 120 /208 Phase Wire 4 Mains 100A -3P MCB Mains Rating 125 AMP Mounting SURFACE Options 1 LANDLORD NOTE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL GENERAL ELECTRIC EQUIPMENT, PROVIDED BY GYMBOREE TO JOB SIZE, WITH GENERAL ELECTRIC REPRESENTATIVE LEO ALANES AT (508) 870 -2402 FOR CORRECTNESS OF EQUIPMENT ON SITE AND WITH ANY INSTALLATION QUESTIONS. ELECTRICAL SCHEDULES AND POWER RISER r LEASE UNE MC Rating 10,000 Note fiCSIkalttigilE AS - Powell* AS Breaker LA - Hande Iodk -off device ST - Shunt Trip Type AUX - Amliary Contacts PA - Haub adios k Attachment GFCI - Ground Fault Circuit In{� ter HACR - Heating, A/C & R efrigaraOan GYMBOREE SPACE PNL 'HV' SEE PANEL SCHEDULE l POWER REIM NTS Panel Whig Schedule (S -Phee Panelboard Panel Type NEMA Type Enclosure Notes • M drauit breakers to be 20 n1p, Actud Load Totds: 0A 9.947 kw !8 10.318kw dC 10.704kw Tot 30.969 kw 600V,200A.S. 200 A.F. LANDLORD PROVIDED AT TENANT G.C.'S EXPENSE TENANT G.C. TO RELOCATE SWITCH. • 413/0 THHN AND 1#4 GROUND IN A 2' CONDUIT BY TENANT G.C.'S / -3#6 THEN AND 1#1O GROUND IN A 1 -1/4' CONDUIT BY TENANT G.C. H MV 1 PNL 'A' SEE PANEL SCHEDULE Voltage 277/480 , Phase Ydlre Mains 225A -3P MLO Mains Rating 2n AMP Mounting SURFACE _ Options 1-Pole unless otherwise noted. N.E.C. Connected Totds 0A 9.94710 03_1.4.33.15.104 OCAS/2041w Totd 30.989 kw (All Phases to be bdanced to within 7% using Actud Lind Totds.) 116 THHN GROUND TO BUILDING STEEL BY ELECTRICAL CONTRACTOR. NEW 30 KVA STEP -DOWN XFMR. FLOOR MOUNTED, 480 VOLT, 3- PHASE, 3-WIRE PRIMARY, 120 /208 VOLT, 3- PHASE, 4 -WIRE SECONDARY. ROOF CEIUNG NEW 7 -DAY, 24 -HOUR ELECTROMECHANICAL TIME CLOCK TORK #W40O. 4#3 THHN AND 1#6 GROUND IN A 1 1/4' CONDUIT BY TENANT G.C. AIC Rating 14,000 Note eater Options. AS - Poverli k AS Breaker LO - Hande lock-off device ST - Shunt Trip Type AUX - PAndiary Contacts PA - Honda Pada& Attachment GFO - Ground Fault Circuit in HACK - Heating, A/C & R efr t r POO--ID1 NOTES 1. ALL PANELBOARDS, TRANSFORMERS, DISCONNECT SWITCHES, MANUAL MOTOR STARTERS, MAGNETIC STARTERS, LIGHTING CONTACTORS, CIRCUIT BREAKERS IN NEMA ENCLOSURES, ETC. ARE TO BE MANUFACTURED BY GENERAL ELECTRIC AND FURNISHED BY GYMBOREE TO THE PROJECT FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. 2. ALL NECESSARY FUSES ARE THE RESPONSIBILTY OF THE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL. SEE EQUIPMENT WIRING SCHEDULE AND POWER RISER FOR FUSE SIZES. 3. ALL TRANSFORMERS ARE TO MANUFACTURED IN COMPLJANCE WITH NEMA TP -1 STANDARDS. RECEIVED CITY OF TUKWILA APR 012008 PERMIT CENTER crazy 8 cylcove CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1550 CRAIG ROAD, SURE 300 ST. LOURS, MO 63146 PH. (314) 415 -2400 FAX (314) 415 -2300 www.ercv.com oo >- N 0 00 N CO v N r() FRE(1E ICK .!. GOGLIA STATE OF MASHINGT0N SHEET NUMBER: E4.0 ELECTRICAL SCHEDULES AND POWER RISER 1 DATE I PROJECT INFORMATION: 1036 SOUTHCENTER MALL ISSUE TO BID, PERMIT & TUKWILA, WA 98188 LANDLORD COMMENTS 100% CHECKSET ELECTRICAL RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED BY „_ EXISTING N/A REMARKS GYMBOREE LANDLORD CONTR. LANDLORD cant • • • • G. � D E SE L/ /CUD'S ELECTRIC ROOM METER N LANDLORD'S ELECTRIC ROOM • • • AT TENANT G.C. EXPENSE c/T'S N LANDLORD'S ELECTRIC ROOM • SERVICE ENTRANCE CaCUIT(S) TO LEASE SPACE • • • AT TENANT G.C. DIPENSE SOME ENTRANCE FEEDER(S) TO LEA% SPACE • • • AN AT TENT G.C. !EXPENSE 277/4130 VOLT PANEL(S) • • STEP DN. UNE TRANSFORMERS & MOLNING ACC68OR1ES (AS REQUIRED) • • 12O/208 VOLT PANEL • • HVAC DISCONNECT SWITCH • • MANUAL MOTOR STARTER(S) • METER N LEASE SPACE • WS N LEASE SPACE • C/T'S CABINET N LEASE SPACE • LIGHTING FIXTURES AND LAMPS • • TOILET EXHAUST FAN(S) • • MM.c.. NRED BY EC. RECEPTACLES N SALES AREA • • RECEPTACLES N STOCKROOM AREA • • POWER WIRING TO HVAC EQUIPMENT • • LIGHTING CONTACTORS • • POUTER WRING TO "CASHWRAP' • • POWER WRING AND CONDUIT FOR SENSORMATIC EQJPIENT • FLOOR BODES AND COVERS • DELVERY BUZZER SYSTEM • • 'TELEPHONE CABLE CONDUIT V PULLIARE • • DATA CABLE CONDUITS WATH PULLWLRE • • TELEPHONE CABLING AND JACKS • INSTALLED By GYIABOREE SMOKE DETECTOR N RETURN OR SUPPLY AIR DUCT • FIRE ALARM SYSTEM • MUSIC SYSTEM/5PEAIERS/CJ►BIIET • NSTALLLR BY GYYBOREE MUSC SYSTEM WIRE /COI XifT • • PRE-VARE BY GNABOREE CONDUIT BY G.C. R.T.U. SRNCE RECEPTACLE • • 11ME CLOCK • • A 2 -WAIF LIGHTING CONTROL RELAY • • AS DRAWANGS • • DIVISION 16000 - ELECTRICAL SECTION 16001 - BASIC ELECTRICAL REQUIREMENTS A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 16000. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK 1S REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. SECTION 16002 - GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR GYMBOREE SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE GYMBOREE PROJECT MANAGER, AS REQUIRED. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH I5 NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. SECTION 16003 - CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE UNE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY GYMBOREE TO THE CONTRACTOR. SECTION 16004 - UCENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO GYMBOREE'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. SECTION 16005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR Bk. IILR IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY GYMBOREE'S PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. ELECTRICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO GYMBOREE'S PROJECT MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR GYMBOREE'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND THE SUB - CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. SECTION 16006 - GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY GYMBOREE'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. GYMBOREE SHALL PROVIDE A COMPLETE 12 -MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY GYMBOREE AND GYMBOREE'S VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. SECTION 16007 - RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF CONCEALED CONDUIT AND WIRING. B. LOCATION OF JUNCTION BOXES. C. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. D. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO GYMBOREE'S PROJECT MANAGER. SECTION 16008 - DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEM. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE GYMBOREE'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, GYMBOREE'S PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. SECTION 16009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. ELECTRICAL CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING LIGHT FIXTURES, RECEPTACLES, SWITCHES, ETC. NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT PRIOR TO REMOVAL ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF /WALL /FLOOR PATCHED /REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED CONDUITS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND GYMBOREE PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND GYMBOREE. ALL UNUSED EXISTING PLENUM RATED CABLING I5 TO BE REMOVED COMPLETELY. SECTION 16010 - CUTTING AND PATCHING 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR ENGINEER. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND GYMBOREE'S PROJECT MANAGER. 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND GYMBOREE'S PROJECT MANAGER. SECTION 16011 - SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. SECTION 16012 - HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT CONDUIT OR BOXES, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. DIVISION 16200 - ELECTRICAL SECTION 16201 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR REASONABLY IMPLIED AND INCIDENTAL TO THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEM AS CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, 1. NO WORK EXCEPT FOR INSTALLATION OF NAMEPLATE SHALL BE DONE IN LANDLORD'S ELECTRICAL /METER ROOMS. T F U 0 'L • • ' ' .1 1 ' 1 1► •N YS MS INCLUDING ALL PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM. 3. COMPLETE LIGHTING FIXTURE INSTALLATION. 4. COMPLETE TELEPHONE CONDUIT SYSTEM, INCLUDING SERVICE CONDUIT FROM POINT OF CONNECTION TO LANDLORDS SYSTEM AND ALL TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC.. 5. TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION. 6. WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS, FURNISHED BY THE OWNER. 7. PROVISIONS FOR FIRE ALARM /SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORDS SYSTEM (IF APPLICABLE). 8. TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION. 9. TESTING OF ALL ELECTRICAL EQUIPMENT. 10. WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF PROJECT CLOSE -OUT. B. PROVIDE ELECTRICAL SERVICE AS INDICATED ON THE DRAWING. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE LANDLORD AND THE POWER COMPANY. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY COMPANY FOR INSTALLATION OF METERING AS REQUIRED BY THE LANDLORD. C. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE UTILITY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT (IF REQUIRED BY LANDLORD OR LOCAL CODE) FOR TELEPHONE SYSTEM WITHIN THE LEASED SPACE. OUTLET BOXES SHALL BE 4 SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. D. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. SECTION 16202 - MATERIALS A. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEARS ON THE UNDERWRITER'S LABORATORY UST OF APPROVED ITEMS AND SHALL MEET THE REQUIREMENTS OF RECOGNIZED STANDARDS. B. CONDUIT SHALL BE STANDARD STEEL, IMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS. EXCEPT AS OTHERWISE APPROVED BY GYMBOREE'S PROJECT MANAGER. EMT CONNECTIONS SHALL BE COMPRESSION TYPE. MINIMUM SIZES OF CONDUIT SHALL BE 3/4", EXCEPT 1/2" FOR SWITCH LEGS. EMT SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE THE SUSPENDED CEILING OR CONCEALED IN INTERIOR PARTITIONS. EMT SHALL NOT BE CONCEALED IN POURED CONCRETE FLOOR OR WALLS. USE IMC FOR UNDER SLAB INSTALLATIONS. IMC IS PERMITTED WITH SCREW CONNECTIONS. FLEXIBLE METALLIC TUBING MAY BE USED IN LIEU OF EMT FOR CONCEALED BRANCH CIRCUIT WIRING ONLY, WHERE PERMITTED BY LOCAL AUTHORITIES. FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR SHORT CONNECTIONS TO FIXTURES AND EQUIPMENT, PERMITTED BY CODE. C. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600 VOLT INSULATION: 1. #10 AND SMALLER - SOLID. #8 AND LARGER - STRANDED. MINIMUM WIRE SIZE SHALL BE #12, EXCEPT #14 MAY BE USED FOR CONTROL APPLICATIONS. 2. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. 3. GENERAL WIRING SHALL HAVE THHN INSULATION. 4. ALUMINUM CONDUCTORS, ROMEX OR BX ARE NOT PERMITTED. 5. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCH-LOCK FOR #8 AND SMALLER, AND T & B LOCK -TITE FOR #6 AND LARGER. 6. WIRES SHALL BE COLOR CODED IN KEEPING WITH LANDLORD'S CONVENTION. D. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED OR SHERARDIZED STEEL, 4" X 4 ", KNOCK -OUT TYPE WITH FIXTURE STUDS AS REQUIRED. JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE AND SIZE. E. WIRING DEVICES: 1. DEVICES AND COVERPLATES SHALL BE SPECIFICATION GRADE WITH A MINIMUM OF RATING OF 20 AMPS. 2. COLOR OF DEVICES AND COVERPLATES ARE TO BE AS FOLLOWS: - RECEPTACLES WITHIN THE SALES AREA SLATWALL AREA ARE TO BE GRAY W SILVER COVER PLATES. - ALL OTHER RECEPTACLES & COVER PLATES WITHIN GYP. BD. AREAS ARE TO BE IVORY. HUBBELL. EQUALS BY LEVITON OR COOPER WIRING DEVICES /EAGLE ELECTRIC. DUPLEX RECEPTACLE: HUBBELL #5262 QUADRAPLEX RECEPTACLE: (2) HUBBELL #5262 UNDER ONE (TWO GANG TYPE) COVERPLATE ISOLATED GROUND RECEPTACLE: HUBBELL #IG -5262 QUADRAPLEX ISOLATED RECEPTACLE: (2) HUBBELL #IG- (TWO GANG TYPE) 5262 UNDER ONE COVERPLATE WEATHERPROOF RECEPTACLE: HUBBELL #GF- 5262 -I WITH "WP26" ALUMINUM COVERPLATE SPST SWITCH: HUBBELL #HBL THREE WAY SWITCH: HUBBELL #HBL -1223 F. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING CONNECTIONS. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL LOCAL, STATE AND N.E.C. CODES AND REGULATIONS. PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL CODES. MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO A HEIGHT OF 6 FEET ABOVE FLOOR. MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL THREE WIRE RECEPTACLES TO THE OUTLET BOXES. GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO BUILDING STEEL. GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON- METALLIC CONDUIT. A SEPARATE ISOLATED, INSULATED GROUND SYSTEM SHALL BE INSTALLED FOR ELECTRONIC CASH REGISTERS. G. ALL PANELBOARDS SHALL BE STANDARD DEAD -FRONT CONSTRUCTION WITH SIZE AND NUMBER OF SINGLE AND MULTI -POLE BOLT -ON BRANCH BREAKERS AS INDICATED ON THE PANEL SCHEDULE, AND WITH MAIN BREAKER AND MAIN LUGS AS INDICATED ON THE DRAWINGS. PANEL BUSSING SHALL BE COPPER. PANELBOARDS SHALL BE COMPLETE WITH TRIM, DOOR, CONCEALED HINGES, FLUSH LOCK, DIRECTORY FRAME AND NEATLY TYPED COMPLETED DIRECTORY CARDS. ALL PANELBOARDS SHALL HAVE DISTRIBUTED BUSSING AND SEQUENCE NUMBERING WITH NO TWO CONSECUTIVE CIRCUIT NUMBERS TIED TO THE SAME BUS OR PHASE. ALL PANELS AND BREAKERS ARE PRE-PURCHASED AND SHALL BE GENERAL ELECTRIC AS PART GYMBOREE'S NATIONAL ACCOUNT RELATIONSHIP AND SHIPPED TO THE JOB SITE FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. ALL CIRCUIT BREAKERS USED FOR CONTROL OF LIGHTING CIRCUITS SHALL BE "SWD" RATED. H. DRY TYPE STEP -DOWN TRANSFORMER SHALL HAVE NEMA CLASS F INSULATION ON UNITS BELOW 30 KVA AND NEMA CLASS H INSULATION ON UNITS 30 KVA AND ABOVE. TRANSFORMER TO BE GENERAL PURPOSE VENTILATED TYPE WITH ALUMINUM WINDINGS. TRANSFORMER I5 PRE - PURCHASED AND SHALL BE GENERAL ELECTRIC AS PART GYMBOREE'S NATIONAL ACCOUNT RELATIONSHIP AND SHIPPED TO THE JOB SITE FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. I. DISCONNECT SWITCHES AND COMBINATION STARTER DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, 600 VOLT RATED, QUICK -MAKE /QUICK - BREAK, WEATHERPROOF (WHERE APPLICABLE), FUSED /NON -FUSED AS SHOWN ON THE DRAWINGS. SWITCHES USED FOR SERVICE ENTRANCE SHALL BE "SE" RATED. STARTERS SHALL BE MINIMUM NEMA SIZE 1. DISCONNECT SWITCHES AND COMBINATION STARTER DISCONNECT SWITCHES ARE PRE - PURCHASED AND SHALL BE GENERAL ELECTRIC AS PART GYMBOREE'S NATIONAL ACCOUNT RELATIONSHIP AND SHIPPED TO THE JOB SITE FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. J. ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRIC SERVICE AND MAKE CONNECTIONS TO THE HVAC EQUIPMENT, SIGNS AND GRILLE MOTORS (IF APPLICABLE) AS SHOWN ON THE DRAWINGS. K. THE ISOLATED CIRCUIT OUTLETS AT CASH WRAP AREAS SHALL BE CLEARLY AND COMPLETELY MARKED FOR UNMISTAKABLE IDENTIFICATION BY THE OWNER'S EMPLOYEES. L. TEMPORARY WIRING SHALL BE REMOVED WHEN WORK IS COMPLETED. M. NO CONDUIT SHALL BE RUN THROUGH HVAC DUCTS. N. FINALLY 1. IT I5 THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETED IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING ARE APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY RECEPTACLES OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. RECEIVED CITY OF TUKWILA APR 01 2008 PERMIT CENTER ELECTRICAL SPECIFICATIONS craz 8 mum FREDERICK J. GOGLIA ARCI-UTECT, NCARB, ISP 1950 CRAIG ROAD, SUTE 300 ST. LOUR MO 63146 PFL (314) 415-2400 FAX (314) 415-2300 wirw.arcv cam CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 CO CO 0 J J CO w z N � OC ° m 1 . 0 �1] N w 0 0 REGIFfrRE'D \RC11: CT • FrrF !PICK .1 (OGL A SNAIL OF WASHINGTON ELECT. SPECS/ RESPONSIBILITY SCHEDULE SHEET NUMBER: E5.0 OPEN TO DECK TOLET ROOM 8' -6" REFER TO PLJIMBNG PLAN SHEET M2.1 7 UM © K1 ITJii 11 11 rw ii 11 .r ■ ww ii ii ii ii ■■ :: wU ii NM ii ii g11111111111I - II ■ ■■a■os■■■H■■■■■■ ■ ■■■■H■o■■■■ ■ ■■■■■■■■■■■■■ss■■■s■■i n■■■■■■■■■o■■rr■ ■ ■■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■ ■r■■■ss■■■rr■o■r■rrrrrrr r■srrww■ ■ ■■■■ ■ ■■■■■■ ■ ■■■■■■ ■ ■■■ rr ■r rrrrwrs■■■rr ■■■■■■■■■ ■■■■ ■■■■■■■■■ ■ ■■o■■■rrrrrrr■■ w ■r s ■ ■ ■ ■ ■ ■�� .rIiiiiiil rilililul■■■ i■ 0000■ u■■■■ r ■orlrrrru ■ ■rr ■ ■IiummommommmommE mommommommii��■■■■■■■■■■■■■■■■ rrriurr: t■ rr■■■■■■■ o■■■■■ I■ I■■■■■■ o■■■■■ o■■ I■ Ir■ r■ rs■ rss■■ o■■■■ I■■■■ mo��m■■ ■■oo■■■■■■■isms■■■■■■■so■■s■1■ iii■■■■ CmC■■■■■■ I■ I■■ rrrrlrl■a o ■■■ rr■ oo■■ ■■■■■■■■■■oo■ rrr ■r ■■s ■rrsrsw ■Isrsr.+ rrr■■■■■■ o■■ IrI■ ■■■■■■■■os■■■■I■ ■■■■■■■■■o■ aamOmy-a P.O.C. 0 12 "x14"SA _ ]' �■■� , ; v I sXD 1 r " "°111111 1MIPMI � .... 1 0 11.1 ra=1011 ���' - - 0 �= 16 "x14"SA Isr■ rro■ rr■o■osorrisl■■s■■■■■■o■o■rrill p r ■■■wrsr■o M ra � ��� a " rrrrrrr ■ I; ■ rrr■ rrr■■■s■■■■■ illimullimillllllll ulliiwrrrrrlal■■ r�er■■■■■ ■■ =■■■s■■■sso■■s■■ CONTROL DAMPER - CD FUME DUCT ROUND DUCT - UP ROUND DUCT - DOWN Ir ma HEATER (LAIR) ELECTRIC BASEBOARD HEATER (EBBH) X -X ANT DEVIATION PUJIEDIG COOED NOTES ® WPC CODED NOTES SUPPLY DIFFUSER . —. 4-WAY THROW SUPPLY DIFFUSER 3-WAY THROW SUPPLY DIFFUSER 2-WAY THROW LEGEND AND SYMBOLS •� Igni111111HIIIIIUMCCU►f B I €::MINA••• MIMEMIM:. MM7::. niE7MNIMIICTIIMIMBIUMIIIIIIIM".: IHRI:,! �..��..�.■ I ■.I ins - STRUCTURAL DRAWINGS STORE IS LOCATED ON LEVEL CROWN FiRE P ROiECi JN, INC. ATTNE JOHN ABEL 4932 WEST INTERURBMN BLVD. BOTIELL, WASHINGTON 98012 PHONE: 425 - 481 -7669 FAX 425 - 481-8695 E-MAIL jabelOcrowrip.cam FITTING STOCKROOM ROOM STRUCTURAL ELEVATIONS OPEN TO DECK F1ISHED FLOOR TO BOTTOM OF DECK ABOVE IS APPROX. UNKNOWN THE FOLLOWING LANDLORD DESIGNATED CONTRACTORS SHALL BE EMPLOYED BY TENANT G.C. TO PERFORM WORK N THESE AREAS: GI ARDUN SECURITY 9435 PROVOST ROAD NW SILVERDALE, WASIINGTON 98383 PHONE: 360-692-3738 FAX 360- 692 -6857 E-MM.: BOB VE ZA NI bvenaniOguardiansecurity.com ADMIN: PONY M AURICE pmauricaOguardiansec ur'ity.com PACFIC RAINIER ROOFING, INC. ATTN : MONTY 10735 STONE AVENUE NORTH SEATTLE, WASHINGTON 98133 PHONE: 206 -367 -2525 FAX: 206- 363 -4811 E-MAIL pacxanraoTOaol.com PATRIOT FIRE PROTECTION, INC. COSCO FIRE PROTECTION ATTN: MK FROMONG ATTN: PATRICK CARNAHAN 2707 70111 AVENUE EAST 15000 WOODINII.LE- REDMOND RD. SUITE IB -800 TACOMA, WASHINGTON 98424 W00 NVILLE, WASHINGTON 98072 PHONE: 253- 926 -2290 PHONE 425 -827 -9654 253 -284- 425- 686 -6313 FAX: 253 - 922 -6150 FAX: 425 -827 -4784 E WAIL• marldOpatriotfire.com E -MAIL, pcarnalmnicoscafire.com LANDLORD REQUIRED CONTRACTORS FIRE ALARM NOTE: A FRE ALARM SYSTEM SHALL BE REQUIRED BY LANDLORD. TENANT G.C. SHALL CONTRACT DIRECRY WiTH LANDLORD'S DESIGNATED FIRE NARY CONTRACTOR FOR REQUIREMENTS AND CONNECTIONS. NOTE CONTRACTOR IS TO VERIFY ALL CONDITIONS N THE FIELD PRIOR TO BEM WORK. MIY CONDITIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST IIIIEDIAIELY BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE INCORPORATED IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPIENT ORDERED PRIOR 10 NOTE: APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. FINISHED FLOOR TO BOTTOM OF LOWEST OBSTRUCTION (S EL OR CONCRETE BEMIS /JOISTS, PIPING„ ETC.) IS APPROX. UTAQNOWN ALL OTHER EQUIPMENT, PIPNG, AND DUCTWORK ELEVATIONS ARE AS NOTED ON THE DRAWINGS. NOTE CONTRACTOR IS TO VERIFY ALL CONDR1ONS IN THE FELD PRIOR TO BIDDING WORK ANY CONDITIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST WMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE INCORPORATED N THE BID. DUCTWORK STALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR TO APPROVAL BY THE MINIM CONSTRUCTION MANAGER. MECHANICAL PLAN MECHANICAL GENERAL NOTES VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. SPRINKLER NOTES: TENANT'S CONTRACTOR SWILL NOTIFY CENTER MANAGEMENT PRIOR TO DEACTIVATING SPRINKLERS. . THE CONTRACTOR FOR THIS DN1510N OF WORK IS REQUIRE) TO READ THE SPECIFICATIONS AND REVEW DRAWINGS FOR ALL DMSIONS OF WORK AND IS ABLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DMSIONS OF WORK. R IS THIS CONTRACTOR'S RESPONSSLITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID 2. THE HNAC CONTRACTOR SHAT COORDINATE WiTH THE GENERAL CONTRACTOR ON MY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT MECHMICA. EQUIPMENT PER DETAILS SHOWN ON SiRUCTURAL PUNS. THIS CONTRACTOR SWILL C00RMNATE LOCATIONS MID REQUIREMENTS WiTH THE GENERAL CONTRACTOR AND LANDLORD. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR 10 BD MD INCLUDE AL COSTS IN BID AS DIRECiED BY THE GEiERAL CONTRACTOR. 3. HNAC CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT BEJNG USED OR SHOWN TO REMAJN, IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH THE GENERAL CONTRACTOR MID LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK W rIH THE GENERAL 03NTRACTOR PRIOR TO BM MD INCLUDE PILL COSTS IN BID AS DIRECTED BY THE GENERA. CONTRACTOR. 4. HNIiC CONTRACTOR SHOW PROVIDE AND INSTAL ALL EQUIPMENT AND MAiERIALS, INCWDING ALL PIPING AND DUCTWORK, AND MAKE AL OONINff.CTIONS, PER THE DRAWINGS AND SPECIFICATIONS. AN INDEPENDENT AIR BALANCE AND WPC SURVEY COMPANY SHALL CONDUCT A COMPLETE INSPECTION OF THE INSTALLATION AND REPORT ANY DEVIATIONS FROM THE PLANS MID SPECIFICATIONS. THE WPC CONTRACTOR SHALL BE LIABLE FOR ANY DISCREPANCES AND SHALL BE RESPONSBLE FOR ALL COSTS ASSOCIATED WITH ANY CORRECTIVE ACTION REQUIRED. 5. T.G.C. SHALL PROVIDE FIRE ENCLOSERS WHICH COMPLY WiTH LOCAL FIRE CODE AND THE SPECFTC INSTRUCTIONS OF LOCAL BUILDING OR FIRE DEPARTMENTS PERSONNEL. INSTAJATION S SFWl COMPLY WITH NFPA 110 AND LOCAL IREQUIREMENiS. ANY SHUTDOWN OF THE HRE SPRINKLER SYSTEM REQUIRES LANDLORD APPROVAL AND COORDINATION. T.G.C. WILL REDNBURSE LANDLORD FOR EACH SHUTDOWN. ALL SFRITDOMNS MUST BE PERFORMED BY THE LANDLORD'S SPRINKLER CONTRACTOR. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSWiLL'S OFFICE AND BUILDING DEPARTMENT TO RECEIVE THEIR APPROVAL BEFORE ANY INST'ALLATiON CAN BEGIN. APPROVED DRAWINGS mug BE AT JOB SITE DURING CONSTRUCTION. LANDLORD NOTES: MECHANICAL CODED NOTES DO NOT ATTACH ANYTHING DIRECTLY TO SLAB OR ROOF DECK ABOVE TENANT'S CONTRACTOR SHALL INSTALL MN INSPECTORS TEST DISTANT SHUT-OFF VALVE. TENANT SHALL INSTALL A VANE TYPE WAiEIWLOW DETECTOR THE LANDLORD'S ARE ALARM SYSTEM. (� NEW TITUS MODEL DTQS VAV BOX WITH 9kv ELECTRIC HEATING SECTION PROVIDED AND INSTALLED BY WPC CONTRACTOR. SEE SCHEDULE AND DETAIL ON SHEET M2.0 FOR ADDITIONAL NFORMAITON. V TOILET DCHAUST FM WITH BACKDRAFT DAMPER FLRNISiED BY GYMBOREE AND INSTALLED BY ELECTRICAL CON TRACTOR. FAN SHALL HAVE A CAPACITY OF 100 CFM 0 .35 S.P. TENANT'S GI NNERAL CONTRACTOR SHALL ROUTE NEW 6'0 EXHAUST DUCT TO LANDLORD'S D05ITNG 14'0 TOILET D(H OUST DUCT. FIELD VERIFY over LOCATION. • NEW VAV BOX DIGITAL CONTROLLER. MOUNT AT 48" AFF. COORDINATE ANAL WINING REQUIREMENTS WITH LANDLORD AND ELECTRICAL CONTRACTOR. • PROVIDE AND NSTA1 MAiNUAL VOLUME DAMPER AT DIFFUSER CONNECTION TO BRANCH DUCT DROP (TYPICAL). • NEV 2A -2013C FIRE DLTINGLJISHER SUPPLIED AND INSTALLED BY GENNERA. CONTRACTOR. COORDINATE EXACT QUANTITY AND LOCATION WiTH LANDLORD MID LOCAL FIRE MARSHA.. ® NEW 1.5' EXTERNALLY INSULATED SUPPLY AR DUCT SUPPLED AND INSTALLED BY MC CONTRACTOR. PR NEE TRAEiIONS AS REQUIRED. DUCT DIMENSIONS ME CLEAR INTERNAL AR PATH DIMENSIONS. DUSTING DUCTWORK MAY BE RE-USED F OF ADEQUATE SQE AND IN GOOD CONDITION. VERIFY IN FIELD. HOLD ALL DUCTWORK AS NCH AS POSSIBLE/PRACTICAL N JOIST SPARE. FUMBLE DUCT, MAXIMUM LENGTH 5'-0". TYPICAL PROVIDE SMOOTH TRANSITION MID PROPER SUPPORTS PER SMACNA USE FLEX DUCT FOR FINN. RUN -OUT TO DIFFUSER ONLY. ® NEW SPRINKLER HEAD SUPPLIED AND INSTALLED BY LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR AT TENANT G.C.'S EXPENSE (TYPICAL). COORDINATE EXACT LOCATION WTIH NEW CEILING MID LIGHT FMTURES. MODIFY SUPPLY PIPING AS REQUIRED. ® NEW I I ER HEAD SUPPLIED MID INSTALLED BY LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR AT TENANT G.C.'S EXPENSE ON NEW TOILET ROOM CEILING. COORDINATE MCI LOCATION WITH NEW LIGHT/FN4 FIXTURE. MODIFY SUPPLY PIPING AS REQUIRED. 10 NEW SPRINKLER HEAD SUPPLIED AND INSTALLED BY LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR AT TENANT G.C.'S EXPENSE ON FITTING ROOM CEILING. COORDINATE EXACT LOCATION WITH NEW CE LING MID UGHT FIXTURES. MODIFY SUPPLY PIPING AS REQUIRED. TENANT SHALL WANTON A MINIMUM OF 6' UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AR PLENUM ABOVE CEWNG ALLOWING FOR AR FLOW BACK TO LANDLORD'S AR CONDITIONING UNiT. TENANT MALL CONNECT A FiRE SPRINKLER SYSTEM TO LMIDLARD'S SPRINKLER SYSTEM WiTHIN THE DEMISED PREMISES USNG APPROVED MECWWICAL FITTINGS. TENANT SHALL PROVIDE MD INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANT'S SPRINGER SYSTEM DENS SWILL BE BASED UPON THE REQUIREMENTS OF THE STATE OF WASHINGTON, CiRY OF TUKWILA FIRE DEPT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT, MD INSTAL. TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH TIE BASE BUILDING DESIGN SPECIFICAATIONS. SPRNTQER LAYOUT AND AND PIPE SIZING SHALL BE HYDRAULICALLY CALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. ALL SPRINGER HEADS N THE FORWARD SEll>1NG AREA ME TO BE CONCEALED POP OFF COVER TYPE ALL SUPPORTS SHALL BE FROM STRUCTURAL BEAMS ND JOISTS, NOT FROM FLOOR OR ROOF DECK ABOVE CONNECTION, PIPED TO A FUNNEL DRAIN, (WITH WET TRAP), MOUNTED 3 A.F.F.. INSTALL A 1' CORROSION IN THE MAIN SPRINKLER LINE IMMEDIATELY AFTER CONNECTION TO THE LANDLORD'S MAN, WHICH IS CONNECTED TO 11 THE GENERAL CONTRACTOR SHALL. FURNISH AND INSTAL DRAWING TUTS HOLDER FOR STORAGE OF ALL CONTRACTORS "AS- BUILT DRAWINGS. g LANDLORD'S DUSTING SPRINGER MINN WITH STUB-N. FIELD VERIFY EXACT SIZE AND LOCATION. 1© LANDLORD'S DOSITNG 36' x30" SUPPLY AiR MAN DUCT. FIELD VERIFY EXACT LOCATION. 00ORDNATE CONNECTION OF 14'1 DUCT TO NEW VAV BOX WITH LANDLORD. • NOT USED. V LANDLORD'S DUSTNG 42" x20" SUPPLY AR MAIN DUCT. FIELD VERIFY EXACT LOCATION. AVOID WNTH ALL NEV CONSTRUCTION. © LANDLORD TO LEAVE DEMISING WALL 6' SHORT OF STRUCTURE FOR RETURN AR FLOW BACK TO LANDLORD'S VAV SYSTEM RETURN. COVER DURING CONSTRUCiION. • NEW SMOKE DETECTOR WITH REMOTE TEST SWITCH AND LED INDICATOR UGIff SUPPLED AND NSTAU D BY WPC CONTRACTOR. COORDINATE W1TH LANDLORD AND ELECTRICAL. CONTRACTOR. FINAL CONNECTIONS BY LANDLORD'S DESIGNATED RIPE ALARM CONTRACTOR AT TENANT C.C.'S EXPENSE. 18 NEW 14'0 SUPPLY DUCT TO NEW VAV BOX. MNWUM LENGTH 56 ". COORDINATE EXACT POINT OF CONNECTION WITH LANDLORD. INSULATE PER LANDLORD'S CRITERIA. REINSII.ATE LANDLORD'S D ISTTNG SUPPLY AR MAIN DUCT AS REQUITED. FEW %E]RIFY SUPPLY AIR PRESSURE FROM LANDLORD'S MAN SA DUCT. LANDLORD'S DUSTING 2011 DIAPERED SUPPLY AIR DUCT POINT OF CONNECTION. FIELD VERIFY EXACT LOCATION. ADJUST FOR 2,620 CFM SUPPLY AR. it LANDLORD'S DUSi1NG MARSH GAS VENT P. FIELD VERIFY DUCT SIZE AND LOCATION. AV06 ''1 WITH ALL VIEW CONSTRUCTION. OF /fro D USTING 36" x30' RETURN MR DUCT BK;K TO LANDLORD'S ROOFTOP ma (LAC -1F). FELD VE RFY EXACT LOCATION. AVOID WITH ALL NEW CONSTRUCTION. LANDLORD'S EXISTING 14'0 TOILET EXHAUST DUCT. HELD VERIFY EXACT LOCATION. COORDINATE CONNECTION OF NEW TOILET BCHAJST DUCT WITH LANDLORD. PROVIDE MID INSTALL TURNING VANES AT ALL SQUA RE/RECTANGLILAR DUCT ELBOWS (TYPICAL.). craz 8 gymmone CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA SHEET NUMBER: 689/ FRE G1STERED 6; UHI EaT d J.. 0GLIA STATE OF WASHINGTON MECHANICAL PLAN LOCATION: SEATTLE, WASHINGTON BLOCKLOAD 4.15 CRY NAME - SEATTLE =AMON - WASHINGTON LATITUDE - 47.5 DEGREES LONGITUDE - 122.3 DEGREES ELEVATION - 449 FT SUMMER DESIGN DRY BULB - 85.0' F SUMMER COINCIDENT WET BULB - 65.0' F SUMMER DA1_Y RANGE - 183 F WINTER DESIGN DRY BULB - 23.0' F CURRENT DATA IS - CARRIER DEFAULTS DESIGN WEATHER DATA SYSTEM TYPE - FAN POWERED VAV BOX NUMBER OF ZONES - 1 NEW VAV -1 SONG CALCULATION INFORMATION ZONE AND SPACE SIZING METHOD ZONE CFM: SUM OF SPACE AIRFLOWS SPACE CFA: PEAK SPACE LOAD SUPPLY FM SIZING DATA OUTDOOR VENTILATION AR DATA TABLE 1. SIZING CALCULATION INFORMATION ZONE AND SPACE SIZING METHOD ZONE CFM: SUM OF SPACE AIRFLOWS SPACE CFM: PEAK SPACE LOAD TABLE Z ZONE SIZING DATA SUPPLY FAN LOAD (cfm) PLENUM WALL LOAD PLENUM ROOF LOAD PLENUM LIGHTING LOAD TOTAL SYSTEM LOADS 51,540 HVAC LOAD CALCULATIONS HVAC EQUIPMENT SCHEDULE zns 43 N/A 202/20%/20% 441 AIR SYSTEM SONG SUMMARY 2006 EMC OUTSIDE AIR REQURFIIENTS ZONE SONG SUMMARY COOLING SENSIIKE (MU/HR) 15,724 8,76 DESCRIPTION xcairsrs::. �o. �oc�xsraxeax�saaw .ex:ow�x�ee:sowx NOTE ZONE LOADS CALCULATED AT OCCUPIED THERMOSTAT SETPOINT. MR SYSTEM DESIGN LOAD SUMMARY NOTES: (1) ZONE LOADS CALCULATED AT OCCUPIED THERMOSTAT SETPOINT. (2) ZONE CONDMONING BASED ON HEAT EXTRACTION ANALYS'S. (3) IN THE COOLING COLUMN, POSITIVE LOADS INDICATE HEAT GAINS WHILE POSITIVE COIL LADS INDICATE SYSTEM HEAT REMOVAL (4) IN THE HEATING COLUMN, POSITIVE LADS INDICATE HEAT LOSS, WHILE POSITIVE COIL LOADS INDICATE SYSTEM HEAT AD MON. CALCULATION MONTHS: J -F -M A- M- J-J- A- S -O-N -D SmNG DATA: CALCULATED LEAVING FACTOR RESULTING RH CALd1LATI0N MONTH&: SIZING DATA: CALCULATED PEAK HEATING AT - WINTER DESIGN HEATING OA DB 23.2 CFA PER UNIT JULY 15:00 JULY 15:00 0 0 0 0 0 8.815 0 0 1,763 0 0 10,578 HEATING LOAD () 9.6 1.9 0 0 0 0 0 0 0 309 -336 1,544 0A THRU LL'S SYSTEM (LAC-1F). 12.395 TOTAL CFM/3,100 MN. CFM/2,170 0A CFM 18x18' 16'x16' NEW TITUS MODEL IATQS-7 FAN POWERED VAV BOX WITH 6kw ELECTRIC HEATING COIL SECTION, INLET SIZE 14 ". 460v /3ph /60hz, 1 hp MOTOR, 2,680 CFM (660 CFM MIN.) ACCESSORIES: MFR'S FILTER BRACKETS OUTSIDE AIR REQUIREMENTS 225 W. 480 W 225 W. 400 W. 2 450 1 NOT USED EQUFMENT NAME NEON SIGN SOUND SYSTEM & TELE CASH REGISTER PC COMPUTER/PRINTER MICRO/REFRIG VIDEO MONITOR TRMiSFQRMER EQUIPMENT HEA AIR DEVICES FURNISHED AND INSTALLED BY MECHANICAL NOTES : 1. SYMBOL KEY — FIRST LETTER: S— SUPPLY R— RETURN E— EXHAUST L— LINEAR SECOND LETTER: D— DIFFUSER R— REGSIER G— GRILLE 2. CATALOG NUMBERS REFER TO HART de COOLEY 3. PROVIDE THROW AS INDICATED 4. FINISH — ' A• —WHITE G.C. TO FIELD PAINT. ▪ —WHITE 10 AIR DEVICE SCHEDULE N.EC. CONTRACTOR. H.VAC. 5. DAMPERS SHALL BE OPERABLE FROM FACE ' A• OPPOSED BLADE ' B RADIAL OPPOSED EVADE ▪ RUSIGN CFD OR CFDR FIRE DAMPER W/VOLUME CONTROL ' D' YOUNG'S REGULATOR. DPR MODEL j 5020 —CC B. BORDER STYLE — ' A' SURFACE MOUNTED "B' LAY —IN. PROVIDE WITH PLASTER FRAME FOR DRYWALL CEILING MOUNTING, ▪ LAY—IN FRAME FOR T —BAR CEILING. DUCT HANGING DETAILS DUC VOWME DAMPER FURNISHED WITH SUPPLY REGISTER SECTION DUCT MOUNTED SUPPLY REGISTER ALL DUCT UNER TRANSVERSE EDGES TO BE COATED W/ ADHESIVE N ACCORDANCE W/ SWGNA STANDARDS (nR) TAPE A EXTERNAL FASTEN W/ MIN. (3) SHT. MTL SCREAMS, SEAL W/ DUCT TAPE AND MASTIC ROM IUD DUCT- 1 1/2' WRAPPED MUTATION L ROOF JOIST HANGER WIRE ROUND DUCT TAKE -OFF DETAIL ci _ ...r.... ......-- SHEET MTL DUCT HANGER SPIRAL DUCT II II"r- ROOF JOIST HANGER WIRE r MAN DUCT EXTERNAL INSULATION SHALL B RU CONTINUOUS THRU RECTANGULAR DUCT EXTERNAL INSULATION SHALL BR CONTINUOUS THRU SUPPLY REGISTER SURFACE MOUNTED TO DUCT THE CONTRACTOR LS TO ADJUST TIE SIDE LOUVERS EACH DIRECTION. TO 30' N 1- 1 -1/2' ACOUSTICAL LINING NONE THE CONTRACTOR IS TO ADJUST THE bOMIN LOUVERS TO 20' 91 FLANGED MID CASI(ETED JOINT OR DUCT CONNECTION AND RE- ENFORCEM IN ACCORDANCE W/ SMACNA 2' W.G. COSS, SEAT. NON- GASKEfED TRANS- VERSE JOINTS IN ACCORDANCE w/ SMACNA aASS "C" (TYP.) hIft F LOW CONMCAL OR BELLMOUTH SPIN - IN E FTTTING, SEAL AIRTIGHT W/ VOLUME DAMPER WITH LOOMING QUADRANT. PROVIDE WITH 3' EXTENDED SHAFT, HANDLE MID COLLAR DAMPER HANDLE TO BE MIMED MAXIMUM OF 3'-0' ABOVE CEILING. BELL MOUTH OR CONICAL TAP BY LANDLORD APPROVED HVAC CONTRACTOR (IF NOT PREVIOUSLY EXISTING) -, LANDLORD'S -\ S.A. DUCT ..__._.w.. Taff VAV SUPPORT DETAIL ,m , x NOT USED FIRE DAMPER WHERE INDICATED ON PLANS.-- DIRECTIONAL BLOW PLATE CLIPPED ON DIFFUSER RODS. SEE NOTE BUM BY LANDLORD TO BMS BY TENANT NEW VAV BOX Po frIoi TO SA WIN NS MATED RULE CONNECTION (MAN. 3 FT., MAX 4 Ft)._ WS900•MMKN W W..H KK CK i,KIIbxe OAVOMN SUPPLY AIR DIFFUSER (LAY-IN FRAME) DIFFUSER INSTALLATION DETAIL 4 DUCT DIAMETERS (MIN.) STRAIGHT SECTION SHALL BE SAME SIZE AS VAV BOX INLET (FLEXIBLE DUCT SHALL NOT BE ALLOWED) I>C w= 1 ROOM THERMOSTAT N:N=. dkkT :X�,SriAx�kx? 5M30•v n .a}RaYSY%kx 0d'WC' rYXMX,WW +;n uKSZM4iMP.t. W'f'W XXXAMW; SHT. MTL ELBOW REQUIRED NONE 2 SECURELY TAPE VINYL FLEX DUCT TO SHT. MTL W/ INN. OF (2) CONTINUOUS WRAPS OF DUCT TAPE. STRAP CLAMP OVER RD( DUCT MUTATION & VINYL TO SHT. MTL TAPE INSULATION TO DUCE TO FORM A 0000 SEAL 8" LANG SHT. 111 SECTION SECURED TO DIFFUSER COLLAR W/ WN. (3) SHT. MTL SCREWS, DUCT TAPE AND MASTIC_ TRANSITION FROM DUCT SQE TO DIFFUSER NECK SIZE AS NECESSARY THERMAL INSULATING BLANKET REQUIRED FOR FIRE RATED CEILINGS ONLY. NONE DRYWALL CM STEEL MOUNTING FRAME: REQUIRED FOR DRAWL CEILING )%0# INSTALLATION SEE DETAIL TH EETF 1 R.Ve 4 / 4 1/ 1,4C NOTE ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH INTERNAL CITY OF TIUKWILA SECTORONG BAFFLES FOR THROW REDUCING VMMIES. 1-WAYA 2-WAY SHOWN. - YwA ARE��PR U 1 2 006 ON PUNS BY SHADED AREA INDICATING NACITVE SECTKIN. PERMIT CENTER 1 craz 8 mom FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROM, SLATE 300 ST. LOU S, MO 63146 PI-L (314) 415 -2400 FAX (314) 415 -2300 www.ercv.com a CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 CO CO CO N N w CL ^1 STF RED 1 °° IC i1T� T SHEET NUMBER: oo N U F 1 SI ME OF WASHINGTO HVAC DETAILS & SCHEDULES M2.0 PLUMBING FIXTURE PLUMBING FIXTURE QUANTITY DRAINAGE FIXTURE UNIT EA. DRAINAGE F1XT. UNIT TOTAL VENT SIZE EACH C.W. FiX. UNIT EACH C.W. FiX. UNIT TOTAL WATER CLOSET 1 4 4 2" 2.5 2.5 LAVATORY 1 1 1 i% 1 1 FLOOR DRAIN 1 0 0 2" - - TRAP PRIMER 1 - - - 0.5 0.5 TOTALS SERVICE CONNECTION SIZE 5 - 4 SAN. VENT C.W. 4' 2" 3/4" PLUMBING FIXTURE CALCULATIONS - -- = - 7 KNOMINNNInOKININWI.M. ALL TENANTS ON THE GROUND FLOOR REQURING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTI>UTY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF MOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. TENANT SHALL BE RESPONSEILE FOR RECONSTRUCTION AND PATCHING OF TIE SLAB ON GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR WRIER, AND CONCRETE TENANT'S CONTRACTOR SHALL VERIFY POINTS OF CONNECTION FOR ALL VENT, SEWER, AND WATER PIPING WITH WLL MANAGEMENT BEFORE PROCEDING WITH worm TENANT IS RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF DOMING CONNNECITONS TO TENANT SPACE AT TENANT'S DPENSE. 1. THE CONTRACTOR FOR THIS DMSION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORT( OF ALL SI.SCONiRACTORS WiTH ALL DMSIONS OF WORK. INS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE M.L SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2. ALL ROOF CUTTING, TING, PATCHING AND FLASHING REQUIRED TO INSTALL THE PLUMBING SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. COORDINATE ROOF PEHETRAT IONS WITH LANDLORD AND THE GENERAL CONTRACTOR 0 0 0 0 6 0 8 9 10 m liEl 16 PLUMBING CODED NOTES CD —D GAS PIPING CHECK VALVE UNION PLUMBING CODED NOTES PLUMBING GENERAL NOTES LANDLORD'S 4' DOMESTIC WATER MAIN. FIELD VERIFY EXACT SIZE AND ELEVATION. LANDLORD'S PRESSURE REDUCING VALVE. LANDLORD'S WATER METER BANK. LANDLORD'S 4' VENT MAIN. FIELD VERIFY EXACT SIZE AND ELEVATION. LANDLORD'S 3' VENT STUB -IN. FIELD VERIFY EXALT SIM AND ELEVATION. LANDLORD'S 4" FLUSH FLOOR C LEMIOUI. LANDLORD'S 4' SANITARY SEWER MIN. LANDLORD'S MARSH GAS SYSTEM. QUICELIZEIM SOIL WASTE OR SEWER CONDENSATE DRAIN SANITARY VENT COLD WATER HOT WATER SHUT-OFF VALVE FLOOR CLEAN-OUT WAIL CLEAN-OUT FLOOR DRAIN RISE DROP THERMOMETER SIRE WE BACK FLOW PREY. P & T RELIEF VALVE PONT OF CONNECTION P.O.C. S. OR WI OR SAN CD V cW HW S0V FC0 Wc0 FD CONNECT NEW SANITARY UNE INTO THE LANDLORD'S DOMING SANITARY SEWER STUB -IN. FIELD VERIFY EXACT SCE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMIATiON. CONNECT NEW VENT LIE INTO THE LANDLORD'S D3SWIG 3' CAPPED VENT CONNECTION. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DW RAM AND PI.LIMBSNG SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONNECT NEW COLD WATER UNE INTO THE DUSTING 3/4' COLD WATER STUB-1I FROM LANDLORD'S METER BMX FIELD VERIFY EXACT SIZE AND LOCATION. REFER TO RISER DIAGRAMS AND PWIEING SPECIFICATIONS FOR ADDITIONAL INFORMATION. FURNISH AND II TALL WATER HAMMER ARRESIBIS IN THE DOMESTIC COLD AND HOT WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM. EAU HAMMER ARRESTERS TO BE LOCATED 14 AN ACCESSIBLE LOCATION. Ml PLUMBING FD(TUIRES SHALL BE INSTATED WiTH STOP VALVES 10 ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER IIFORMAiiON. INSTALL 1 fig WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER FLOOR TO FLOOR DRAIN. TRAP PRIMER TO BE LOCATED IN AN =ESSEX LOCATION. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL DRAiMING TUBE HOLDER FOR STORAGE OF ALL CONTRACTORS 'AS -Buns DRAWINGS. REFER TO DETAIL 2/M2.0 FOR ADDITIONAL INFORMATION. LOCATE/INSTALL NEAR ELECTRICAL PANELS & T.T.B. NEW INSTANTANEOUS WATER BEATER PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL INFORMATION. PWMING CONTRACTOR TO PROVIDE AND INSTALL BACNPLOW PREVENTER AS REQUIRED PER LANDLORD MD LOCAL CODE. NONE NTS 10 11 TAG DESCRIPTION WC WATER CLOSET AMERICAN STANDARD f2377.100, CADET AQUAMMETER, 16 1/2" HIGH, FLOOR MOUNTED, ELONGATED BOWL, 1.6 GALLON FLUSH WITH CHROME MK,LE STOP & SUPPLY, OPEN FRONT WHITE SEAT LESS COVER AND TANK WITH RIGHT HAND TRIP LEVER (MOOE44098.80). LAV LAVATORY: AMERICAN STANDARD 10124.024, COMRADE, 2O 1C18" WITH CHROME ANGLE STOP, CHROME P- TRAP, CDNCEALEO ARM WALL HANGER MID GRID STRAINNFR INSULATE P-TRAP AND SUPPLY LINES Wirth 1/2' ARMSTRONG - ARMAFLEX" iNSULNRON FOR A.D.A. COMPLIANCE MOUNT AT HEIGHT AS DIRECTED BY ARCHITECT. WATER HEATER IN- SW(- ERATOR MODEL UAL, 6.5 AMPS, 750 WATi'5, 120 VOLT COMPLETE WiTH RCN CONTROL ASSEMBLY AND S1NGLE LEVER A.D.A. COMPLIANT CHROME FAUCET. FLOOR DRAIN: ZURN Z- 415 -6B, CAST IRON BODY, COMBINA11ON iIIVERTTBLE cow AND ADJUSTABLE COLLAR, 3" BOTTOM OUTLET WITH 6" ROUND NICKEL BRONZE STRAINER. INSTALL WiTH DEEP SEAL P -TRAP. TRAP PRIMER: PRECISION PLUMBING PRODUCTS 1P2 -500 WITH ADJUSTABLE FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVEN ER. MOUNT ABOVE CEILING IN AN ACCESSIBLE LOCATION. NOTE: CONSULT PLUMBING INSPECTOR PRIOR TO INSTALLING TRAP PRIMER. EQUAL BY SIOUX CHIEF OR ZURN. CAST IRON CLEAN-OUT TEE WITH BRONZE THREADED GLE N-0UT PLUG. PLUG TO BE GAS AND WATER TIGHT. ZURN ZMD- 1460 -9, 9' X 9" WALL ACCESS PANEL MID FRAME. SET FLUSH 10 FM. WALL WITH SECURING LUGS. SIOUX CHIEF 653-A SERIES OR EQUAL BY PRECISION PLUMBING PRODUCTS, INC. NEW WATTS 3/4' MODEL 1909 (OR EQUAL) FM BACK FLOW PREVENTER PROVIDED AND iNSTALLE BY PLUMBING CONTRACTOR DOWNSTREAM OF WATER METER. PROVIDE MR GAP FITiiNG (909A -C) AND ROUTE RELIEF VALVE PFING TO NEAREST FLOOR D RAIN. COORDINATE EXACT LOCATION WITH LANDLORD PLBG FIXTURE & EQUIPMENT SCHED LANDLORD NOTES N.101.7.1.1199 }717101.50NWP.VM NONE 1/4' DIAMETER THRU BOLT W/TOGG1 E (1w. OF 2) PAN HEAD SCREWS TO SECURE STRAP 3/4 X 2 POPLAR PLYWiOOD TRIM SCREED T02X4. METAL STRAP (1W. OF 2) PLBG CON1R MUST PROVIDE AND ATTACH A LABEL (WITH CLEAR TAPE) STATING: INNNINNINKRNN DRAINING TUBE DETAIL SINGE LEVER FAUCET LAV VENT HLWI: SECTION PVC BOTTOM CAP NTS GLUED IN PLACE FINISHED FLOOR - WATER HEATER DETAIL PIPE HANGER DETAIL LOOSE PVC TOP CAP EXTENT OF WOOD HOLDER THIS TUBE CONTAINS STORE DRAi WIGS AND IS NOT TO BE iiEUOVED WITHOUT THE CONSENT OF THE STORE MANAGER. THANK YOU. C.W. W.C.O. RECEPTACLE BY ELECT CON1R HANGER ROD PIPE NI EE:_ INSULATE EXPOSED PIPING BELOW LAV. PER HANDICAPPED REQU EMENTS. PIPE INSULATION 1 3 1 3" FLOW CONTROL J1 ANGLE VALVE ELEVATION �dl'S X1/2' CW CONCEALED 14 NONE INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS INSULATION PROTECiION SHIELD. USE 16 GAUGE SHEET STEEL., 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT, OR GRINNEL FIGURE 167. NONE 26' STACK RISER 2 1 POb /6'4? PARTIAL PLUMBING PLAN k'SS6iK .f fd..WWW W ANAM..M ?.'S•>'� c Cxxanacxxx «.tt« ?.n'n TO F.D. NONE "'IIIIIIIIIIIII II__num 1:1:1:::::111::1:7: .mksc�kC CK. YS.d F:?'s'AVixYAY +'ceS`�]c�L Y¢:MY.`SOYSk /4 " -1' -0" 4' A.F.F. MAL 4i ) b _mod 2 ) craz 8 GYAMONee CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIQ ROAD, SUITE 300 ST. LOUIS, MO 63146 PH (314) 415-2400 FAX (314) 415 -2300 www. rcv.cam d W Cr) m a z w z 0 0 w N o 0 A d as CO N co N U Co N N 0 Ir 0 y r i !r 03 0 N EIV D TU , W1 01 X00 C R 4 5g1 \ �cr c ° ��_ERI =J 9 �it}�_r��9I I �L STATE OF WASH. PLUMBING DETAILS & SCHEDULES SHEET NUMBER: M2.1 x r $.273 DIVISION 15000 - MECHANICAL SECTION 15001 - BASIC MECHANICAL REQUIREMENTS A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DMSION 15000. 2. THE CONTRACTOR FOR THIS DMSION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DMSIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DMSIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. SECTION 15002 - GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR GYMBOREE SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE GYMBOREE PROJECT MANAGER, AS REQUIRED. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES USTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. SECTION 15003 - CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPUCABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE UNE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY GYMBOREE TO THE CONTRACTOR. SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO GYMBOREE'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. SECTION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY GYMBOREE'S PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO GYMBOREE'S PROJECT MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR GYMBOREE'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND THE SUBCONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. SECTION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY GYMBOREE'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDMDUAL EQUIPMENT. 2. GYMBOREE SHALL PROVIDE A COMPLETE 12 -MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY GYMBOREE AND GYMBOREE'S VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONEYS SHOULD BE INCLUDED IN THE BID. M212WMZUNAMEME:1.2=222PiMMUMMN.'X'd 4.=;, MECHANICAL SPECIFICATIONS SECTION 15007 - RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDMONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO GYMBOREE'S PROJECT MANAGER. SECTION 15008 - DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE GYMBOREE'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, GYMBOREE'S PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. SECTION 15009 DEMOLI71ON 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED /REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND GYMBOREE PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND GYMBOREE. SECTION 15010 - CUTTING AND PATCHING 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR ENGINEER. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND GYMBOREE'S PROJECT MANAGER. 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND GYMBOREE'S PROJECT MANAGER. SECTION 15011 - SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "MV' FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. SECTION 15012 - HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WM-I RETAINING CUPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED. DMSION 15300 - FIRE PROTECTION (IF APPUCABLE) SECTION 15301 - SUMMARY OF WORK A THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPUED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE UMITED TO THE FOLLOWING: 1 INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE , NFPA -13, LOCAL CODES (STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEFT.) AND LANDLORD'S CRITERIA. 2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 3. DESIGN DRAWINGS, HYDRAUUC CALCULATIONS, SUBMITTALS AND APPROVALS. 4. PERMITS, FEES, INSPECTIONS AND CHARGES. 5. TESTS AND TEST CERTIFICATES. IT IS INTENDED THAT THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. B. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. SECTION 15302 - MATERIALS A. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE NEW U.L, F.M. USTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL RELIABLE, STAR, OR VIKING. ALL SPRINKLER HEADS SHALL BE USTED FOR APPLICATION INSTALLED FOR. 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3. VERIFY HEAD TYPES AND COLORS WITH GYMBOREE AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY GYMBOREE AND THE LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. A SALES/TOILET ROOMS - FULLY RECESSED WITH COVER PLATES B. STOCKROOM /CORRIDOR - BRASS PENDANT C. STOREFRONT - FULLY RECESSED HEADS WITH COVER PLATES. B. PIPING: 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A -53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B- 36 -10 -70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK' AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD GROUP 2 - HYDRAULICALLY DESIGNED. D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER TRADES. E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN ON DRAWINGS. IN NEW CONSTRUCTION THE LANDLORD MAY PROVIDE ONLY A STUB -IN TO THE SPACE. THE CONTRACTOR SHALL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL REQUIREMENTS PRIOR TO BID. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR GYMBOREE'S INSURANCE CARRIER. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORRIES HAVING JURISDICTION. DMSION 15400 - PLUMBING SECTION 15401 -- SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL T0, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSILMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING WATER SUPPLY AND DRAIN UNES AND MAKE PROPER CONNECTIONS, THERETO, INCLUDING VENTS. 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 3. ALL VALVES, CLEANOUTS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15402 MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. B. SANITARY PIPING 1. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH NO HUB COUPLINGS. VENT PIPING ABOVE FLOOR 1-1/2" OR SMALLER MAY BE GALVANIZED STEEL 2. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW, WHEN APPUCABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. 3. INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE WITH 95 -5 TIN - ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. EXTERIOR CONDENSATE PIPING MAY BE SCHEDULE 40 PVC PIPING WITH SOLVENT WELDED FITTINGS IF APPROVED FOR USE BY THE LANDLORD. C. POTABLE WATER PIPING 1. BELOW GRADE:TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. 2. ALL OTHER: TYPE 'L' HARD DRAWN COPPER TUBE WITH SWEAT JOINTS AND CAST WROUGHT COPPER FITTINGS AND 95 -5 TIN - ANTIMONY SOLDER. D. PIPING OF DISSIMILAR METALS MUST BE DI- ELECTRICALLY SEPARATED. E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K =0.23 0 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OWENS - CORNING OR EQUAL F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W WHITE "HAND! LAV GUARD" INSULATION KIT TO COMPLY WITH ADA REQUIREMENTS. G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD UNES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR EQUAL J.R. SMITH "HYDROTROLS ", INSTALLED IN AN UPRIGHT POSMON. H. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE PROVIDE ACCESS DOORS WHERE NECESSARY. I. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING INSTALLED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. J. STERIUZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. ��: _ :....2:21 VAMMA ,.._ ..._.... K. CLEAN -OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. ALL FLOOR DRAINS SHALL HAVE DEEP SEAL TRAPS. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS. L ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. M. LEAKAGE TESTS SHALL BE PER LOCAL CODES. N. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE AND INCLUDE ALL COSTS IN BID. 0. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPUCABLE. DOB- /01 x�;xxexx�rsmx�sxx:�e:. RECEIVED CITY OF TUKWILA APR 01 ZO08 PERMIT CENTER rx=====3: craz 8 MOM a CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHQTECT, NCARB, ISP 1950 CRAIG ROAD, STATE 300 ST. LOUIS, MO 63148 PR (314) 415 -2400 FAX (314) 415-2300 www.arcvcom 12 vim LLI CO M Z CC W 03 OD CO N co >- N U cc v 0 R GISTERED F KI TIT CT STATE OF WASHING ON 6897 ttr MECH. SPECS/ RESPONSIBILITY SCHEDULE SHEET NUMBER: M3.0 E. FLEXIBLE AIR DUCT AT AIR DEVICES SHALL BE 1 INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS. F. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. G. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. FIRE DAMPERS SHALL BE UL LABELED. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165 F FUSIBLE LINK, TYPE B, AS MINIMUM. H. DUCTWORK INSULATION 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A, 2. DUCT SIZES SHOWN ON DRAWINGS DO NOT INCLUDE INSULATION. ALL SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK, DUCT WRAP INSULATION PER LL'S CRITERIA 3. ALL ROUND, MEDIUM PRESSURE AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 2' THICK, 1 LB. DENSITY (R =5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. K. TESTING, ADJUSTING, AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY LANDLORD'S DESIGNATED CONTRACTOR AT TENANT C.C.'S EXPENSE. 2. THE BALANCE REPORT SHALL BE ON THE AABC NATIONAL STANDARD REPORT FORMS OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED IN THEIR MOST CURRENT EDITIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS FOR THIS PROJECT. C. INSTRUMENTATION UST WITH LAST CALIBRATION DATES. D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. E. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. F. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. G. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. H. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND VOLUMES SHALL BE MEASURED AT FULL COOUNG WITH MINIMUM OUTSIDE AIR. RETURN /RELJEF /SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND MEASUREMENTS RECORDED BY RIOT DUCT TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. I. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). K. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO INDICATE IF DIFFUSER IS 3 —WAY OR 2 —WAY. L FINAL BALANCED GPM AT ALL UNITS FOR CHILLED /HOT /CONDENSER WATER WHEN APPUCABLE. M. CHILLED /HOT /CONDENSER ENTERING AND LEAVING WATER TEMPERATURES WHEN APPUCABLE. N. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN APPUCABLE. 3. THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE TEST AND BALANCE A MINIMUM OF TWO WEEKS PRIOR TO THE REQUIRED DATE AFTER RETURNING TABC'S 'START UP CHECK UST'. ALL WORK SHALL BE COMPLETED PRIOR TO SCHEDUUNG AIR BALANCE. IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND PREPARE A FINAL PUNCH UST. THE HVAC CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT OR WORKMENSHIP PRIOR TO GYMBOREE'S FINAL WALK THRU AND BEFORE FINAL PAYMENT WILL BE MADE. 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO GYMBOREE AND FOUR COPIES TO THE LANDLORD FOR APPROVAL MECHANICAL SPECIFICATIONS (CONTINUED) V.A.V. BOXES ITEM DIFFUSERS AND GRILLES LOW PRESSURE DUCTWORK HIGH/MEDIUM PRESSURE DUCTWORK TEMPERATURE CONTROL SYSTEM TOILET EXHAUST FANS) AM BALANCE REPORT — TABC AS —BUILT DRAB ITEM PLUMBING FDCIU a SAN. CWT: HIV. PIPING WATER HEATER AND ACCESSORIES AS —BUILT DRAWINGS ITEM SPRINKLER PIPING AND HEADS FIRE E)CIINGUISHERS AS —BUILT DRAWINGS HVAC RESPONSIBILITY SCHEDULE FURNISHED BY GINBCREE LANDLORD • FURNISHED BY GYMBOREE LANDLORD CONTR. • • • • • • • PLUMBING RESPONSIBILITY SCHEDULE FURNISHED BY INSTALLED BY RE —USE GYMBOREE LANDLORD CONTR. LANDLORD CONTR. EXISTING • • • • CONTR. • • • INSTALLED BY RE —USE LANDLORD cornR. EXISTING • • • • • • • • • • • • t;Dfr/D9 N/A N/A ARE PROTECTION RESPONSIBILITY SCHEDULE VAV BOX SEQUENCE OF OPERATION; OCCUPIED 1. IF THE SPACE TEMPERATURE GOES ABOVE THE OCCUPIED COOLING SETPOINT, THE CONTROLLER WILL POSITION THE PRIMARY AIR VALVE TO MAINTAIN THE PRIMARY AIR VOLUME AT THE PRIMARY AIR VOLUME SETPOINT. THE PRIMARY AIR VOLUME SETPOINT WILL BE RESET BY THE CONTROLLER BASED ON CALCULATED COOLING LOAD AND WILL BE SET BETWEEN THE PRIMARY DEADBAND AND THE PRIMARY MAXIMUM VOLUME SETPOINTS AS REQUIRED TO MAINTAIN THE OCCUPIED COOLING SETPOINT. 2. AS SPACE TEMPERATURE FALLS BELOW THE OCCUPIED COOUNG SETPOINT THE CONTROLLER WILL ENTER DEADBAND MODE AND THE PRIMARY AIR VALVE WILL BE POSITIONED TO MAINTAIN THE PRIMARY AIR VOLUME AT THE PRIMARY DEADBAND VOLUME SETPOINT. 3. AS THE SPACE TEMPERATURE FALLS TO THE OCCUPIED HEATING SETPOINT, THE CONTROLLER WILL ENTER HEATING BAND. IF THE VAV BOX IS RECIEVING WARM AIR FROM THE AHU, THE CONTROLLER WILL POSITION THE PRIMARY AIR VALVE TO MAINTAIN THE PRIMARY AIR VOLUME AT THE PRIMARY AIR VOLUME SETPOINT. THE PRIMARY AIR VOLUME SETPOINT WILL BE RESET BY THE CONTROLLER BASED ON CALCULATED HEATING LOAD AND WILL BE SET BETWEEN THE PRIMARY DEADBAND AND THE PRIMARY MAXIMUM VOLUME SETPOINT AS REQUIRED TO MAINTAIN THE OCCUPIED HEATING SETPOINT. IF THE VAV BOX IS RECEIVING COLD AIR FROM THE AHU THE PRIMARY AIR VALVE WILL REMAIN AT THE PRIMARY DEADBAND VOLUME. IF REHEAT IS DEFINED IN THE CONTROLLER, IT WILL BE STAGED AS REQUIRED TO MAINTAIN SPACE TEMPERATURE AT OCCUPIED HEATING SETPOINT. REMARKS REMARKS INSTALLED BY RE —USE N/A REMARKS LANDLORD Cairn EXISTING 4 251,474) .1, RECEIVED CITY OF TUKWILA APR 012008 PERMIT CENTER craz 8 MOM FREDERICK J. GOGLIA AFX;HI1ECT, NCARB, ISP 1950 CRAIG ROAD, SLATE 300 ST. LOUIS, MO 63148 PH (314) 415 -2400 FAX (314) 415 -2300 www.arcv.ccm a CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 03 CO N N a ce REGISTERED AF:CH1 °TECT MECH. SPECS./ RESPONSIBILITY SCHEDULE SHEET NUMBER: M3.1