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HomeMy WebLinkAboutPermit D08-094 - WESTFIELD SOUTHCENTER MALL - GYMBOREE - TENANT IMPROVEMENT1760 TIVJk llaiNiaorunos 9901 aalloamuo 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 -094 Occupant /Tenant: GYMBOREE Building Address: 1066 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 58 a 4.6ve DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 1066 SOUTHCENTER MALL TUKW Suite No: Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Cityi if Tukwila 0 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 Tenant: Name: GYMBOREE Address: 1066 SOUTHCENTER MALL , TUKWILA WA Contact Person: Name: SARAH NIELSEN Address: 1120 E 80 ST, STE 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 DEVELOPMENT PERMIT Permit Number: D08 -094 Issue Date: 05/12/2008 Permit Expires On: 11/08/2008 Expiration Date: 04/10/2010 DESCRIPTION OF WORK: TENANT IMPROVEMENT: RELOCATION OF EXISTING TENANT INTO NEW SHELL SPACE IN MALL EXPANSION AREA Value of Construction: $145,000.00 Fees Collected: $2,694.60 Type of Fire Protection: SPRINIC,ER/AFA International Building Code Edition: 2006 Type of Construction: LIB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 008 -094 Printed: 05-12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC -10/06 rp_i. Permit Number: DO8 -094 Issue Date: 05/12/2008 Permit Expires On: 11/08/2008 Date: S t I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this t doe • , rest �o give authority to violate or cancel the provisions of any other state or local laws regulating construction or erform •. ce o o'I am authorized to sign and obtain this development peyfnit. Signature: I Date: Print Name: / . 4,40 This permit shall become mill 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 -094 Printed: 05 -12 -2008 • City of Tukwila Parcel No.: 6364200010 Address: 1066 SOUTHCENTER MALL TUKW Suite No: Tenant: GYMBOREE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 - 094 Status: ISSUED Applied Date: 02/19/2008 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 -094 Printed: 05 -12 -2008 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. 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 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: 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 doc: Cond -10/06 D08 -094 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 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 in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: 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) 32: 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) 33: 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) 34: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: 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) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) doc: Cond -10/06 D08 -094 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 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: 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 -094 Printed: 05 -12 -2008 doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit ' not presume to • 've authority to violate or cancel the provision of any other work or local laws regulating construction or the perf • - .- . ce o'` rk. �. / Signature: /� Date: 5 -2 Print Name: • �2�/y v� D08 -094 Printed: 05 -12 -2008 • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tuk Plumbing /Gas Permit No. Public Works Permit No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: (,ur p 'M1ok\\ Tenant Name: C�.\mb01 Property Owners Name: YJ2s-k-c■ e-\d Coc •cr.k'.c j \•c. Contact Person: Gce.c W:hC_V1e es E -Mail Address: C.it.J\Y\C_I - N S v 'cr V. C 0 W1 King Co Assessor's Tax No.: (93( ‘12,0 - Oot 0 Suite Number: 2S Floor: New Tenant: ❑ Yes Mailing Address: itC,CA W\VS1t1\cv Bou \eva•Cd , Le AYvobieNeS C - A gOOZS Ct State State ■ Zip Zip 0 CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Cn N\ P \Selo Day Telephone: c 20 1 042 Z Mailing Address: 1V20 Em.St: 4kh Sirc e_k- - Su.. - p 2 \ \ \OC)rAir *t Y\ MN) CSL}ZQ City State Zip E -Mail Address: Spr cOrNr ,e f ies-:pneS . Cn.Yvl. Fax Number: QS 2.I gs 4 - 4c cg. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T. B. IN. Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: P y NI ■ sa 0`n, \ "INC • Mailing Address: St) ■c Rtc.d - Suite e "00, S . (V'O C City State Zip Day Telephone: 1441 eNtS • 2J bt Fax Number: 1'-k L -{1� ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Arir \liStvY‘ 1CY` . Mailing Address:) GiSb CCn r,c Ro -• St..k..∎}e Sec), Sk. Lcx , MO Co City State Q PP pP PP Revised: 9 -2006 bh Day Telephone: z14ly 1S'Z O Contact Person: (�c'Pi 1.\)iYY`VW- -SA E -Mail Address: I t Align. - IP_ e_�(' n, Ctvc'i'^.V. COYv1 Fax Number: A t4( 4 IS - 2_300 :' licatians'FORns -A lira ons On Line - Permit Application.doc Zip Page 1 of 6 BUILDING PERMIT INFOION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ k 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): P.2\prnik■cAoN of ek■A1■ `l *-Y c r* 11A tf1Pc,� P x Sk wm,c\ hP\ S k S>,lat e 1 r tYlcxl k CX \oY\ C*c - � Q Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No if "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm j None J 2 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes - No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l st Floor Z / Z CoO 7-1ZCo0 Il0 A 2 Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFOION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ k 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): P.2\prnik■cAoN of ek■A1■ `l *-Y c r* 11A tf1Pc,� P x Sk wm,c\ hP\ S k S>,lat e 1 r tYlcxl k CX \oY\ C*c - � Q Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No if "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm j None J 2 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes - No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Water District #125 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 ❑ ...Ri -of -wa Use - No Disturbance ❑ ...Construction/Excavation /Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...ValVue ❑ .. 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 II WO # ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private Q:\Applications \Forms- Applications On Line\3 -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 111.. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for Tess than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) 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: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser LA 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct , Thermostat , 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM ` Incinerator — Comm /Ind MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 7, g t). 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): $ 40 t OOf] Scope of Work (please provide detailed information): AV, net J cAt tic} txx:scce., (J,03 C c)Y1A Use: Residential: New .... ❑ Commercial: New .... "± Replacement .... ❑ • • Replacement .... ❑ Fuel Type: Electric ; i Gas _1=1 Other: Indicate type of mechanical work being installed and the quantity below: QMpplications'Fonns- Applications On Line13-2006 - Permit Application.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 I 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 t Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas Building Use (per Int'l Building Code): t Occupancy (per Int'l Building Code): M Utility Purveyor: Water: Q:\Applications \Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh • • PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T. G. 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): $ 10 00 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): N21.,J %..,3a \- Vv n k-€..`1' 0 S.\ ? Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 Date Application Accepted: ,�„ I �� Date Application Expires: �I t� I � Staff Initials: Ac 1 BUILDING OWNER OR AUTHORI1D AGENT: Signature: Q:Wpplicationsworms- Applications On Line0-2006 - Permit Application.doc Revised: 9 -2006 bh PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: Z' \grog Print Name: SO,.../-0.V\ 14■ Day Telephone: $OOIS4% Mailing Address: II ZO Ea-SE &*Y1 SiTe k" Z\ \ $\OCYM6TNCt Nlly SS4-2.1O• City State Zip Page 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -094 Address: 1066 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/19/2008 Applicant: GYMBOREE Issue Date: Receipt No.: R08 -01566 Initials: WER Payment Date: 05/12/2008 12:08 PM User ID: 1655 Balance: $0.00 Payee: PRODIGY CONSTRUCTION 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11050 1,658.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 000/345.830 000/386.904 Payment Amount: $1,658.50 1,594.00 60.00 4.50 Total: $1,658.50 2274 05/12 9711 TOTAL 1658.50 doc: Receipt-06 Printed: 05-12 -2008 Doc: RECSETS -06 RECEIPT NO: R08 -00471 Initials: JEM Payment Date: 02/19/2008 User ID: 1165 Payee: ELDER -JONES SET ID: S000000965 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount • 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 D08 - 1,036.10 EL08 -164 110.70 M08 -047 124.00 PG08 -051 29.00 TOTAL: 1,299.80 TRANSACTION LIST: Type Method Description Amount Payment Check 50879 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Total Payment: 1,299.80 1,299.80 1,299.80 Account Code Current Pmts 000.345.832.00.0 110.70 000/345.830 1,189.10 TOTAL: 1,299.80 8781 02/19 9710 TOTAL 1299.80 Project: 2,, GC� / O13012 EE. Type of Inspection: -1 k1 A L Address: I b6G 1 A 1 I Date Called: Special Instructions: Date Wanted: _7 -2-3 -o8 LT:. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Cy pos -cfi y PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ccczl PaNcg a Peel) Date: '.00 REINSPECTI0 FEE REQUIREb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 39ra _ ° - 4. Project: Type of Inspection: Address: / 7A // Date Called: Special Instructions: Date Wanted: 7 -e -a8 a.m. Requester: P fviy ° 3 ?c --3rd / /6" boa -ocy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. aorrections required prior to approval. COMMENTS: _p 1 m, a Inspector: Date: 7 / ❑ $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: �.} : •y� •!5Y. -�":� .yam � R:'+ Pro t: ,, ,.�+ G �"�P Type f Inspection: r \ . .? /S4 "Na 4 (4°/I,•,. ss .... z a be "rum Date Called: Special Instructions: Date -2 ue 7 Requester: • Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. dug - v CITY OF TUKWILA BUILDING DIVISION •R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 OMMENTS: Approved per applicable codes. Corrections required prior to approval. ri $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: 9 N0 b o r a Type of Inspection ! a 2.1.1 Address: / 0 Wl L Date Called: Special Instructions: Date Wanted /76/01? A: P.m. Requester: Phone No: rLI -* 0 -fig\\ b% -C•c‘i -\ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Date: / /79 /Dr Inspector R ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. COMMENTS: - Vs$ Fizz‘v -- ek. 0 44, - CAD ( a .- of . .L ' w - cot Le Q \A 42 .4 ‘ ilipA p,i)Pr ,JA-LS roti- { A ps c s Inspector: A [) t . 9 'Date: 1 0 „ ci 0 . 5 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Add s ;: , , )9 � 1/ Date Called: Special Instructions: Date Wanted a.m. Requester: Ph n a No• / J30 — 39'1/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. COMMENTS: - Vs$ Fizz‘v -- ek. 0 44, - CAD ( a .- of . .L ' w - cot Le Q \A 42 .4 ‘ ilipA p,i)Pr ,JA-LS roti- { A ps c s Inspector: A [) t . 9 'Date: 1 0 „ ci 0 . 5 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: 1 5u6 . ce; II , I1 l+1 Address: 66 mail / Fite eitlik p ,c,ld 4 4 5 Special Instructions: Date Wanted: V :m: � / r'orrrioe1 06-Al, Phone No: (J9 33© 31// Z.. Dl��F'T /1 -us. "'� del)7 / / 1. / � 7�s� iv / R r y� Project:/) t c7 1.irPe. Type of Inspection: 1 5u6 . ce; II , I1 l+1 Address: 66 mail Date Called: Special Instructions: Date Wanted: V :m: � / Requester: Phone No: (J9 33© 31// u INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 17$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Plat: ����,, I � / Type of A ress: Date Called: Special Instructions: Date W rued ���� /Q� Requester: Phone No , 1 q 351 - 3Q // t7 INSPECTION RECORD ���� Retain a copy with permit i 2 INSPECTION NO. PERIu1T NO. CITY OF TUKWILA BUILDING DIVISION 1.- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (or r i ola� 444 ria 9l/ `tnY' A Ana, 0 $6040 EINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro' Type o nspection: A dress: /.r 6 mg // Date Called: Special Instructions: Date / WWanted: (�!Q'— Ca-z p.m. Requester: Phone No: ��/ - . 3 .0a -- -- 3 /1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N O' (206)431 -3670 0 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: e2 I X 2. / 4CCU5S fo,,sie1 $ r^'9 VAL/ •e'd Inspector: Date: t ,- 1 0 — e ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: p/ Type of Inspection: PAW/17 OK .0 Or tl'uN3 chtier Address: /06o Co Date Called: 4. ie. 4ie. ACiae51 4 VA // 4oy -For A.ut.A- can In ecri -'ttmA an a /1 -ors AP , ti 4 ./.4,1� / eeo's / _ /A - 3 f ? a-( 7k/t/ , �e et_ al /n6 Spa/6 Phone No: /, / / 3o Project: a G 1 ilikirC,-e- Type of Inspection: PAW/17 Address: /06o Co Date Called: Special Instructions: Date Wanted: /� 4 //� / S a. m. p.m. Requester: Phone No: /, / / 3o INS ECTION NO. INSPECTION RECORD Retain a copy with permit r • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 01 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. J $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Prong r i 6 V fk TYpe of Inspection: .T w, AI 6, Address: oi(oC, A t 1 Date Called: Special Instructions: Date Wanted: (9'5 , quester: Phone e1 o `� - 3 30 34 / / ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: / Coff a -1 b ik COM / /-e 4-o r 4 1A+ ► k'� Date: 6 /5 _ 4 ; r/ $58.Q EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: (Date: if Pro' ct: Type of 1 spection: cy s:, 49/57// Date Called: Special Instructions: Date W nted: e Req Pho a No 6/ 336 - // L Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CRI Corrections required prior to approval. COMMENTS: &L J6 sic pi- // hiAlkileisti / a.",�s 7 �o sP a.7`e /744,1 ,c4 s s/ Date: / 4,/ $ : E8"REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. i Receipt No.: Date: Project Type of Inspection: r . Address: t oGG PfAlI . Date Called: Special Instructions: Date Wanted: 5 G OS O �a.mm.. V Requester: Phone /L 330 31// t-1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: tm 5 /e 5ov "► c—o. 11 p{ KeS k"11,5 ej 5 ! 4 (k /v( G r. /1/4",. c i 1n 1046/ L Inspector: Date: 5 __ )0 _ 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: T 44*.• -mss_. ,V: •:.: :14 tasrr Proje �► E3�iL Type of Inspection: F ft A•'. 1v Address: tO COLO it4 Date Called: Special Instructions: • Date Wanted: a. Requester: Phone No: (4 L/ 330 -VI t 1 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION P- PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 ❑ Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: Parr,/ , 4 . ,J /s Inspector: Date: 4- ma.:x• ..ad.:aiiirwiA.4.1-...-.4- 6w.:.IE_ . Project: Type of Inspection: Address: I OGb Ma rl Date Called: Special Instructions: Date Wanted: Requester: Phone No: &/ 33,9-37‘f 044-v9ti INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: eG / r /Ca. / ,I/ "Lea i, -e.e/ "i i ,i-ra. r.,t u Inspector 5 -0 REINSPECTION FEE REQUIRED. 2 3 � Q $ UIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Project ySi • Type of Inspection: Address: / ./10 41 41/ Date Called: Special Instructions: y Date Wanted: / I _ � - • ' Requ' er: Phone No — /y-.57:o--4 Fe INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. p 4, 44, 41/k '4,6vee/ COMMENTS: rs;ec 5 Dat v/ Do .00 REINSPECTION FEE"REQU Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Re eipt No.: Date: Project ': 6 Type o n'ectiq 7119114716§71 1 241 6 S 6)/44670` DCa l �� Secial Instructions: Date Wanted: ■ Rester: Phone No: f?," — 336 '357/ t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: c2' C ;s on epg ),. .e (c/p4,74n 44., 13 /. 8 00 REINSPECTION FEE R QUIRE ' . Prior to inspection, fee must be datb p 300 Southcenter Blv• . Suite 00. Call the schedule reinspection. a Re elft No.: Date :"" _p Date: ti - _. Project: t '+ Oor wwe Type of Insgection: , flare_ ,%. i rillat, Address: /c4.6 Suite #: s. emu- Contact Person: Special Instructions: l Phone No.: Needs Shift Inspection: Sprinklers: Hood & Duct: /i Fire Alarm: 9►' Monitor: 6Aurdr Ai d Pre- Fire: l Permits: A} Occupancy Type: /vs- - -- - :ptirye'kb, 4 ti�iJ/+nc= 3'+ie :._ �. a^:! �Rl as+ ilm;, ��w��: w5+: wY.<.. y. Lv�: P+ it5+'-' a:? �fu Nxv.. W_' tv�= �z:v s" 1:":$ f?>: y }tiMwtsrYif� .a»!Caz`•�1 ,: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT° Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form:Doc 1/13/06 bog.r PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: f Inspector: i y Date: - 2/p3/ O R Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t e City of Tukwila Finance Department: CaII to schedule a reinspection. T.F.D. Form F.P. 113 3 COMMENTS: Sprinklers: _ Type of Inspection: tz. it / S Paz i tit t / IZPc G tL / r—t— Address: 1047G SO. Suite #: SA et Contact Person: —C ` „ - T - *-- O ([ IF7 /cb 4 & a ( o . tgt Pre -Fire: Phone No.: Occupancy Type: P2 ► tatL t CZ miett -- O .. ...:1Vicir . 1:14:it.:" '---- bit- (156e- Tor - r. 'P. . r.." .'; f b ANN/. ta- ---1;,,, Cita N. -r 4 e...--A-,_ ( Doe - 0 q4-1,) ..„--Oet- O-• T O ., is- t. i p et 4b, c M 6 :. at.. &. Pr?"0Lp s , r . •• • Project: 6vm8ost.e.e Sprinklers: _ Type of Inspection: tz. it / S Paz i tit t / IZPc G tL / r—t— Address: 1047G SO. Suite #: SA et Contact Person: Spedal Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: _ Are Alarm: : Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicabdes. Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT bOS- 4 Wi II OF5- s. - 254 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 981 8: - • -•• 206- 575 -4407 orrections required prior to approval. I Inspector: Date: Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. '; 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: , Q —asac% L 1Lk/ FANae5.a mei L:5LA r p:L (A9 /i y(# , 1--.... AA$.A-4 / .C 44 c Lott Pre -Fire: Special Instructions: p ; Phone No.: 6'/q 330 -35// se ri L.. q:tJ ( _ 1 r IQ" r /zoo .Q avfx ; Ait tAe 04 Y p e ej. : Pir ifft; "•ao ) C �Jt �.�7 R / i ei Project: 01 ��,e Type of Inspection: , Q —asac% L 1Lk/ ) 5 P Address: 1 S- . MA L L. Suite #: Contact 'Person: p (2 b D €Avert. Pre -Fire: Special Instructions: p ; Phone No.: 6'/q 330 -35// NeedsShift Inspection: Sprinklers: Fire Alarm : Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT lag- A/3 3 c -s- 3 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. rrections required prior to approval: Inspector: ft2, s-- f y Date: F/i fog Hrs.: j leti/n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 T Project: 6. b�� Type of Inspection: Fire Alarm : Hood & Duct: Address: /064, S, C . yvti At L Suite #: Contact Person: ,f '.4 gy b Permits: _ to a" u 2 fL Special Instructions: Phone No.: ( ) 35 ( ( Needs Shift Inspection: Sprinklers: Fire Alarm : Hood & Duct: Monitor: Pre -Fire: Permits: _ Occupancy Type: A‘711F4,4: 2r �Xe.Btit Vara4k SIS-h 'gGlFS,Ndti.I�4 • 7CG 4• �i�++ �cr:\ t 'at'3Y'�il+l'r[.;�!f�'«.:+.iea+ o.•��^"ri 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT FY 'g$ss• Del - 014 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 I I Corrections required prior to approval. COMMENTS: •-■ Inspector: 3- /y Date: 7 ja /de Hrs.. . f $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: 6-) b o iz Sprinklers: Type of Inspection: ddress: /0S 6 Suite #: S'. C , rvi At- c,, Contact Person: Special Instructions: Phone N • Needs Shift I nspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER pproved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 _. :.,l cc - �zF3L".a - - ^VPx ^.E'iti!?�'S- _-0,10ten* INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT IoP- 0 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 =575 -4407 I Corrections required prior to approval. COMMENTS: Inspector: I Date: 41/1( l Hrs.: s� y $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection: T.F.D. Form F.P. 113 Project: 4 v *t 8© C Sprinklers: Type of Inspection: Se12.„ Hood & Duct: Address: i 0 66 , Suite #: , KA Contact Person: C im • V,AI. —re Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ' l�.+ r. rii+:.=•: tragw — [•••��G'.'oarC�•R,l.- .zG =^'� au .:StSxN,i;iPiit�•s�! :i��ur,� -. :w �a -+ry �.;s�an,�Fns�'�i.';�k4�Nrc. >S • INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 F�:F.zPR'K INSPECTION RECORD Retain a copy with permit Do � �1`t PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: .; P40 0-6 o /t4() Co Jt� • Z ti .n Inspector: k D e: 67 Z eipQ Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 4.M b o iQR az Sprinklers: Type of spectiqn: 0- ' /I s 0- Address: Suite #: �a 6 �, . c �� L Contact Person: A -d N. Special Instructions: Phone No.: Needs Shift Inspection: . Sprinklers: Ere Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Eg Approved per applicable codes. INSPECTION RECORD Retain a copy with permit . -Og- 5- ? - INSPECTION NUMBER PERMIT NUMBERS 1 1 ' CITY OF TUKWILA FIRE DEPARTMENT e 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: lic)t• 11) SYv4 ,nv,ps et Inspector: (12-‘ s /y Date: „S'l«A /as Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 Y:- T.F.D. Form F.P. 113 r !may = = ■ = azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 14, 2008 KA No. 066 -08149 RECEIVED Permit No. D08 -094 JUL 2 5 2000 Mr. Ken Theodorvich Prodigy Construction 186 North High Street Gahanna, OH 43230 RE: In Process Inspection Report Gymboree Store Tukwila, WA Dear Mr. Theodorvich, COMMUNITY DEVELOPP4ENT 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 08149 Break Template r\I dcdl I a Assuladles, 111;. Project Gymboree Store Location 1066 Southcenter Mall Tukwila client Prodigy Construction Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. 54 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:51 am 282 8845714 4 62 54 Placement Area Location SOG w/ vapor barrier @ slab cutouts. Remarks Placed via wheel barrow, consolidated by hand finish. 2cyds total. Please refer to field report #82142 Inspector Mike Allen Laboratory Data 80805 -5 80805 -6 80805 -7 80805 -7 Remarks Results Reviewed B Codes for Break Types: ycc valley Avenue IMVV, .idle lu 1, ruyallup, VYA, Wow ' 1, (cos) vau -c3Uu Pro ect No. 066 -08149 Cyl. Code 80805 Pour Date 6/6/2008 Report No. 20869 Weather Inside Jurisdiction City of Tukwila Permit No. D08 -094 Engineer Architect Contractor Prodigy Construction Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80805 -1 6/13/2008 7 4.004 12.59 55070 4,370 1 TN 80805 -2 7/4/2008 28 4.013 12.65 80895 6,390 1 MT 80805 -3 7/4/2008 28 4.013 12.65 80430 6,360 1 MT 80805 -4 H 1 Date Reviewed Reported Batch Data 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Forn 03101 Revision 3 Effective Date 5/12/01 The Informatbn 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 & Assaf .ZINIVEMINIZI Design l'.: :tual Weights Weights Mix No. 603081 Cam. 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 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 1 INV Ada, = aza 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 Gymboree Store Tukwila, WA Dear Mr. Theodorvich, 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 & ASSOCIATES, INC. RECEIVED JUL 0 9 2008 Offices Serving The Western United States KA No. 066 -08149 Permit No. D08 -094 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08149 DFR Template aan &ASSOCIATES,INC. DATE: 6 -4-08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-08149 PROJECT: Gymboree LOCATION: # 1066 South Center Mall KRAZAN PROJECT MANAGER: K.E.G. 1) Met with the contractor to verify inspection and review plans. 3) Placement inspector to verify clearances prior to placement of concrete. Superintendent/Representative: Reinforcing Steel Offices Serving the Western United States FIELD REPORT NO.: 8149DFR060408 -gn CONTRACTOR: Prodigy Construction PERMIT NO: D08-094 INSPECTOR: George Naill JURISDICTION: City of Tukwila WEATHER: Cloudy Temp: 55 F 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. To the best of my knowledge, the above WAS ® ! WAS NOT ❑ performed in accordance with the approved p ans, specifications, and regulatory requireme4. Technician George Naill Equipment/Asset Number(s): 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. Vsarai I(I .ZIII & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: " PROJECT #: 066- 12 / ' 9 PROJECT: P yi 1i 6ofPP LOCATION: SrG 4 / d b 6 Lldcr'r- KRAZAN PROJECT MANAGER: e CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: AZ WEATHER: i?is,,te{ FIELD REPORT NO: 8 214 2 R.. y `Tv/c ' /a ,Do$ - O9Y & 6 V»7d ', "Of; 66306'1 / / 01e*�-/ 6/ ,S' /€ i e. v � 0,, T.- . VW, a/a S' ,Q1is t., t z.c. 70,e/ / (' ®.774-0 h., , /4? e, -, 74.. ei, .4. xa , - olf of Gott e.-"e- 4 . Dg 74 .. -,../ 4'‘,.,- ,S ®.,,, A,,,,' ,74'i 7 ; -- 4 ." lPi0 s7 _aXe, 344 Equipment/Asset Number(s): To the best of my knowledge, the abov Superintendent /Representative: Revision l Effective Date: 5/25/05 The infonnation 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. 1501 Field Report .doe Technician: / I1 / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremV. Serving the Western United States TEMP: ,54-2.°/"..-- f GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 30, 2008 KA No. 066 -08149 Permit No. D08 -094 Mr. Ken Theodorvich Prodigy Construction 186 North High Street Gahanna, OH 43230 RE: In Process Inspection Report Gymboree 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 ' C `' a1 & ASSOCIATES, INC. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08149 Break Template ■�I QLQII K /100%/U1011GO, 111V. Jii va11Gy s - valluc Iv••, J1.11L0 I V 1, 1 uyQllu'/, ••/1, JVJI 1, %LJJ JJJ - LJVV Protect No. 066 -08149 Weather Inside Project Gymboree Store Location 1066 Southcenter Mall Tukwila Client Prodigy Construction Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. 54 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:51 am 282 8845714 4 62 54 Placement Area Location SOG w/ vapor barrier @ slab cutouts. Remarks Placed via wheel barrow, consolidated by hand finish. 2cyds total. Please refer to field report #82142 Inspector Mike Allen Laboratory Data Cyl. Code 80805 Pour Date 6/6/2008 Report No. 20869 Jurisdiction City of Tukwila Permit No. D08 -094 Design Strength 3,000 @ 28 days Engineer Architect Contractor Prodigy Construction Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80805 -1 6/13/2008 7 4.004 12.59 55070 4,370 1 TN 80805 -2 7/4/2008 28 1 80805 -3 7/4/2008 28 1 80805 -4 H 1 80805 -5 80805 -6 80805 -7 80805 -7 Remarks Results Reviewed By et& Date Reviewed 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 Revision 3 Effective Date 5/12/01 The Infonnathon provided on this report B prepared for the exclusive use of the client. This report may not be reproduced In any foment without the vrtdten permission of the client and Krazan d Aasodi 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 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 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 ATQS -7 55080 2550 590 N/A N/A IN SPACE ODE ApplicanPPhone TU KW 1t- ' c m or' FE31 2.000 , n PERMIT CENTER 0 IP i 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 ATQS -7 17070 2550 590 FOR CO IWPLIAN APPRO ED 9 KW N/A ODE ApplicanPPhone TU KW 1t- ' c m or' FE31 2.000 , n PERMIT CENTER 0 IP i Project Info � ALE ' 0 ¢"^'�° °--• Project Address GYNBOREE CFM Date 2/15/2008 HP /BHP SoUTHCENTER MALL Location of Service For Building Dept. Use TITUS SEATTLE, WASHINGTON 2550 Applicant Name: 1 HP REVIEWED FOR CO IWPLIAN APPRO ED Applicant Address: ODE ApplicanPPhone TU KW 1t- ' Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP /BHP Flow Control Location of Service VAV -1 TITUS DTQS -7 2550 0.50 1 HP VAV IN VAV PECENtO TU KW 1t- ' c m or' FE31 2.000 , n PERMIT CENTER 0 IP i 2004 Washington State Nonresidential Energy Code Compliance Forms Project•Description' 7 Briefly describe mechanical system type and features. ❑ Includes Plans 2004 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM /AV .BOX WITH ELECTRIC HEAT Include documentation requiring compliance with commissioning require Revised May 2005 Compliance Option *Simple System 0 Complex System () 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 14-1G. If required. ° 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? - Air cooled? ❑ Packaged sys? u <20,000 Btuh? E Economizer included? , Split system? If Heating Only: <5000 cfm? <70% outside air? f' Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type Heating Only <5000 cfm? L 2004 Washington State Nonresidential Energy Code Compliance Form Yes — No <70% OSA —Yes► Reference Section 1421 Heating /Cooling or Cooling Only T Econo ncluded? T Yes • — Simple System Allowed (section 1420) (Sect 1423, Reference �ool Cap <20,000 N Btuh?- Yes otal Cap wo economize <240,000 Btuh or 10 %? Yes AHU Outdo or Adjacent to `Outdoor ool Ca. <54,000 Btuh? No s / Yes— 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. 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 85.5 840 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 92.4 930 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 Electric Motors MECH-MOT 2004 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). 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 2004 Washington State Nonresidential Energ Code Com.liance Form GYMBOREE Type (open /closed) open FAN POWERED VAV Description of Application or Use Date For Building Department Use Synch. Speed 1200 2/15/2008 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 -1 or 14 -2). 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. Revised May 2005 ' Mechanical Permit Plans Checklist 2004 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised May 2005 Project Address GYMBOREE Date 2/15/2008 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 m1.0 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 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 M3.0 yes 1414.2 Duct insulation Indicate R -value of insulation on duct Mi . 0 n. a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.182 Drawings 8 Manuals Indicate requirement for record drawings and operation docs. Mi . 0 yes 1416.3.2 Air Balancing Indicate air system balance requirements M1.0 n.a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements yes 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report Mi . 0 n. a. 1424 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 2004 Washington State Nonresidential Energy Code Compliance Form no is circieq for any question, provide explanation: • 2004 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK Revised May 2005 2004 Washington State Nonresidential Energy Code Compliance Forms 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 -1 G. 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) 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 furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (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 less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 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. 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. 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. 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 air 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. 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. 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 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.) 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 • 2004 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK Revised May 2005 2004 Washington State Nonresidential Energy Code Compliance Forms 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 -1 G. 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) 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 furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (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 less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 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. 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. 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. 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 air 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. 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. 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 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.) Project Info Project Address GYMHOREE Date 2/15/2008 1056 SOUTHCENTER MALL - SPACE 1240 For Building Department Use FELE COPY 1d No __.. -M ___ _ TUKWILA, WA 98188 Applicant Name: GYMBOREE coRP. Applicant Address: 500 HOWARD ST., SAN FRANCISCO, CA 94105 Applicant Phone: 415- 278 -7989 PP x , Project Description SALES Plans Included requirements . ❑ New Building ❑ Addition -/ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive O Lighting Power Allowance 0 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. Location (floor /room no.) Occupancy Description Allowed Watts per ft "" Area in ft Allowed x Area SALES SALES FLOOR 1.50 2260.0 3390.0 SALES MERCHANDISE DISPLAY EXEMPT. TEL 15 -1 FOOTNOTE 10 1.50 2260.0 3390. FOR 52 45.0 2340.0 SALES "" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 6780.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES FIXTURE Al - RECESSED COMPACT FLUORESCENT 10 35.0 350.0 SALES FIXTURE T3 -TRACKHEAD FIXTURE ^+ "` C)MP � NCE FOR 52 45.0 2340.0 SALES FIXTURE G2 - 2X2 FLUOR FIXTURE /�/� R ^ Cl/TF7p � E® l , u � ' � - vvlyp 22 62.0 1364.0 STOCK / SALES 4 FT STRIP FIXTURE �q� 38 31.0 1178.0 TOILET FIXTURE F - WALL MOUNT FIXTURE 1 32.0 32.0 MAR - 3 20.08 ' Ilk VV Of 1 'la IF • l , k . � ON Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5264. 0 • 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting' Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage Revised July 2007 Notes: 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. RECEIVED CITY OF TUKWIA FEB 1 g 2008 PERMIT CENTER 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) 7 :" 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 /bars 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 1.6 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 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers *Other 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. Lighting Fixtures: (Section 1521) ] Check if 95% or more of fixtures comply with 12 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 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. Interior Lighting Summary (bac;k) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -1 Unit Lighting Power Allowance (LPA 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance 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 tournament 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, 2006 Washington State Motor, Nonresidential Energy and Transformer Permit Plans Checklist LTG -CHK Code Compliance Forms Revised July 2007 Project Address GY.BOi� Date 2 /15/2008 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 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. I 1511 IElec 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 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 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: AU 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 Energ Code Compliance Form 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: B g 'vision Ill Public Works Complete Comments: Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -094 DATE: 04 -01 -08 PROJECT NAME: GYMBOREE SITE ADDRESS: 1066 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 BEFORE Permit Issuec n 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 ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n n n DATE: DATE: Planning Division Permit Coordinator Not Applicable No further Review Required n n DUE DATE: 04-03-08 n DUE DATE: 05-01-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -094 DATE: 02 -19 -08 PROJECT NAME: GYMBOREE SITE ADDRESS: 1066 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 1 BuiIdi jg P'vision ' bli . DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 OPERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP Aw v Fire Prevention M Structural Planning Division n Permit Coordinator n DUE DATE: 02-2 1 -08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 03-20-08 Not Approved (attach comments) n DATE: 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 Summary of Revision: (,►1 DV' (140 taT - 154.1146* tr 1d6 0µ 1 N eXiti ---- 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: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: SITE ADDRESS: crw/eorik— Avv. -f MA1.t. REVISION LOG PERMIT NO: 1 1. 907) ORIGINAL ISSUE DATE: 14 IA . (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: gin ( O? Plan Check/Permit Number: 'Dbq -094 ❑ Response to Incomplete Letter # ❑ Response to Correcti Letter # RECEIVED l ! CfTY OF TtjKwrjA Revision # 1 ermit is Issued fee 0 1 2000 ❑ Revision requested by a City Building Inspector or Plans Examiner 9�iP1` .Project Name: (..;, nrANtecp Project Address: 1 PG 9esvi hcent ( - space_ 17_40 Contact Person: r r Nt. ■e k Phone Number: a)(3 1 S-4-1 • O$ 2.\ Summary of Revision: Rev iSinln ¥ rtpi r�e ri SCa ' C cc3ritNcy(Y\ A c S e k ; }∎oYN o f S ar6 l ocrk C o\-es, <9na e o r\ckPc{ to cern- Act - L�o a \k o cY\P A .) Noes added -f-r EP pa9eS, Sheet Number(s): AO. o � P e . \ Az .\ A�.l AL1.S I AS.1 t A�.2 A S. "S AL> A A G.2_ "Cloud" or highlight all areas of revision including date of revision A C. Received at the City of Tukwila Permit Center by: Entered in Permits Plus onCk lot 1 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • • Steven M. Mullet, Mayor Steve Lancaster, Director PERMIT CENTER March 25, 2008 City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 RE: Gymboree Westfield Southcenter Project No. 080078 To Whom It May Concern: • • AR -_ SIGN 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 Added rear door signage to door hardware schedule. Revised ceiling spec for stockroom. Updated ceiling information on responsibility schedule. A2.1 Revised floor plan keyed note 4A & 16. Updated partition legend for extent of gypsum board. A3.1 Added ceiling to stockroom and revised sales ceiling to gypsum board. Added landlord notes. A4.1 Revised elevations to indicate gypsum ceiling and ceiling in stockroom. A5.1 Revised spec for reveal. A5.2 Revised spec for reveal. Added note for gypsum board and tenant side of mall bulkhead. A5.3 Revised spec for reveal. Indicated fire retardant plywood on details 2 & 3. A6.1 Added seismic ceiling detail #9 & revised detail 5. Added or revised details 3 & 6 for gypsum board. A6.2 Revised gypsum board height on detail 3 & added note to detail 8. A6.4 Indicated gypsum board ceiling on detail 4. El .1 Added power general notes 22 -24 & revised height on keyed note #8. E2.0 Revised lighting keyed notes 1, 2 & 3. Added emergency lighting in restroom. E3.0 Revised light D I . E4.0 Revised power riser diagram & revised panel schedule HV. E5.0 Revised spec section 16201. 1950 Craig Rd. - Suite 300 • St. Louis, MO 63146 • Phone (314) 415 -2400 • Fax (314) 415 - 2300 M1.0 Revised ceiling in sales to gypsum board. M2.0 Added landlord notes. M2.1 Added landlord notes. Sincerely, Greg Winchester Project Manager CC: File 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: Gymboree Southcenter Mall Tenant Acknowledgement Letter Dear Sir: Tenant improvement permit for Gymboree at Southcenter Mall, Tukwila Permit No. D08 -094 is issued subject to the following condition: Sincerely, Corporation RECEIVED CITY OF TI fle ull A APR 012008 PERMIT CENTER Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the Gymboree store will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. fkl,(A; Melinda de la Cruz Sr. Project Manager (415) 278 -7989 melinda_delacruz @gymboree.com The Gymboree Corporation 500 Howard Street San Francisco, CA, 94105 Kind of Fixture Fixture Units No. of ixtures 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 i Sink, Clinic flushing 8 8 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 3 3 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address City Property Contact Phone Number (with Area Code) Owner's Mailing Address 2�) ` a l8$ State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) ■ 3 ,: ) ` l 3 4 7 Owner's Phone Number (with Area Code) ((6 01 ( -) tt Pt—VP Lf Ark Cf(=L,;J" C4 GOO 2r A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Property Tax ID # Parry to be Billed (if different from owner) Gifretlog. Et= f olAd Jr s,04,1 Fp_hicAsce / c o t eiet_ City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ZiNo 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: /A Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 24 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = RCE 20 i r)0 1 014 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a.capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date . 570:g Print Name of Owner /Representative Cr (^'r1.vo'�"- 1058 (Rev. 9/07) RCE White - Kina County Yellow - Local Sewer Aoencv Pink - Sewer Customer RCE • 455a3 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, Electricii 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. 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY All DIMENSIONS AND HELD CONDMONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. Al BE IMMEDIATELY REPORTED TO THE TENANT PROJECT MANAGER 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 PROJECT MANAGER WITHIN SEVEN DAYS AFTER THE AWARD OF 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED 01 IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND /OR 6. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION f FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ORDINANCES. 7. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES NEIGHBORING TENANTS. 8. 'TYP.' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS 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 INCQNSISTENCIES BETWEEN SCALED DIMENSIONS AND WRITTEN DIMENSIONS. 10. ARCHrrECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPENCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT PROJECT MANAGER IMMEDIATELY. 11. HORIZONTAL DIMENSIONS ARE SHOWN FROM THE FlNISHED 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. 16. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO "LIKE NEW CONDITION. PRIOR TO BIDDING, G.C. TO VERIFY ANY ROOF WARRANTIES WITH 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. CONTRACTOR 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. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER - FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. oyNmgeo GYMBOREE z\ STORE NO. 383 SOUTHCENTER MA L L 1056 SOUTHCENTER MALL TUKWILA, WA 98188 NORDSTROM ( MACY'S JC PENNEY , , LANDLORD: OWNER/TENANT: ARCHITECT: Mme: WESTFIELD CORPORATION, INC 11601 WILSHIRE BLVD. 14th FLOOR LOS ANGELES, CA 90025 TEL: 310- 893 -4761 FAX: 310 - 689 -5532 CONTACT: JOSH KIMMEL EMAIL: jkimmelC�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.com ARCVISION, INC. 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 TEL: (314) 415 -2400 FAX: (314) 415 -2300 CONTACT: GREG WINCHESTER EMAIL: gwinchester@arcv.com ARCVISION, INC. 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 T EL: (314) 415 -2400 FAX: (314) 415 -2300 CONTACT: GREG WINCHESTER EMAIL: gwinchester@arcv.com ��°"��� L 4 ,4 0 ....... . „ -,„.....____,....„ , 1111,•41 - r� fER PKWY. I rn 00 v i X GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 `' a .,. Ott° SEARS ■ _ � r GYMBOREE SPACE 1240 FREDERICK J. G0GLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 ST. LOU MO 63146 PH. (314) 415-2400 FAX (314) 415 -2300 vn w.arcvcom N 00."140k LEVEL: 1 OF 3 tarty M CO w M ce 0 W 1 6 0 g J < j VICINITY MAP MALL KEY PLAN ACOUS. ACOUSTICAL JT. JOINT A.D.A. AM C��WITH DISABILITIES ACT AN Y A.F.F. ABOVE FINISHED FLOOR UN. LINEAR ALUM. ALUMINUM LL. LANDLORD ALT. ALTERNATE LP. LOW POINT APPROX. APPROXIMATE LT. LIGHT ARCH. ARCHITECTURAL MAX. / XIMUM BD. BOARD MDO MEDIUM DENSITY OVERLAY BLDG. BUILDING MECH. MECHANICAL BLDG. BLOCKING MFR. MANUFACTURER B.O. BOTTOM OF B. CABINET MIN. MINIMUM CAB. CABINET MISC. MISCELLANEOUS M.O. MASONRY OPENING MID. MOUNTED CL. CLOSET MTD. METAL COL. CO MN (N) NEW () NE CONC. CONCRETE E N/A A NOT A PPLIC ABL E CONSTR. CONSTRUCTION CONT. CONTINUOUS N.I.C. NC NOT IN CONTRACT CTR• CENTER NOM. NOMINAL N0. or # NUMBER DBL DOUBLE DIA. DIAMETER N.T.S. NOT TO SCALE DIM. DIMENSION O.C. ON CENTER DIM DN. DOWN OP OPENING OPPOSITE OP P DWG. DRAWING P. LAM. PLASTIC LAMINATE (E) EXISTING PLYWD. PLYWOOD EA. EACH PR. PAIR EL ELEVATION P.T. PRESSURE TREATED ELEC. ELECTRICAL REC. RECESSED EMER. EMERGENCY REV. REVISION EQ. EQUAL REQ'D. REQUIRED EQUIP. EQUIPMENT RM. ROOM EXT. R.O. ROUGH OPENING F.A. FIRE ALARM S.C. SOLID CORE F.D. FLOAT DIMENSION SCHED. SCHEDULE F.E.C. FIRE EXTINGUISHER CABINET SIMILAR FIN. FINISH SPEC. SPECIFICATION F.H.C. FIRE HOSE CABINET SQ. FT. SQUARE FEET FIR. FLOOR S.S. STAINLESS STEEL FLUOR. FLU S.T.C. SOUND TRANSMISSION COEFFICIENT FACE OF FINISH sm. EDARD F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS S TOR. STORAGE STRL. STRUCTURAL F.R.T. FIRE RETARDANT TREATED GA. GAUGE SUSP. SUSPENDED G.C. GENERAL CONTRACTOR G.C. T GYP. GYPSUM TEMP. TEE MMETEICAL MPERED P H.C. HOLLOW CORE THK. THICK HDCP. HANDICAP T C. TYPICAL OF CONCRETE HDW. HARDWARE U.O.N. UNLESS OTHERWISE NOTED HT. HEIGHT U.S. UNDERSIDE HORIZ. HORIZONTAL VERT. VERTICAL H.P. HIGH POINT V.I.F. VERIFY IN FIELD HR. HOUR W.C. WATER CLOSET IN. INCH WD WOOD INSUL. INSULATION W.R. WATER RESITANT INT. INTERIOR JST. JOIST W/ WITH ��� �� COD R1511]NS s shall be made r opp ov n O gcf Div th Na o Wo k wi#hout ap lo Tulc w ►la Building prio wi ll require a new plan s ugrrti tlal N OTE: Revisio view fee and may include additional plan rep c,® PT (, ED p �1� ®Ve ' 3 ri00 - �d111a SS ! SEPARATE PERMIT REC�U as Pi FOR: Mechanical El ectr ical lumbin �/P [�� as Piping City of Tukwila BUILDING DIVISION P ell Plan review approval Approval Of GC the 111 Q i of approved s C o P E o F wo R K APPLICABLE CODES EDITION By . ,5ANDIF .---,,c2.v BUILDING CODE INTERNATIONAL 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 2006 FIRE CODE: INTERNATIONAL FIRE CODE 2006 City of Tukwila WILDING DIVISION q41;40) ed.' 0 (14, OCCUPANCY USE GROUP: M - MERCANTILE BUILDING CONSTRUCTION TYPE II UNPROTECTED NONCOMBUSTIBLE SPRINKLER SYSTEM: YES PROJECT TEAM TOTAL OCCUPANT LOAD: 59 ""' Q �RA 7 r F .O.F. ARCHITECTURAL U CI ''� ® ``''',« MECH / PLUMB / ELEC / SPRINKLER QUANTITY OF MIS REQUIRED: 2 SEISMIC ZONE: 2 �® �4' � �'�r� A0.0 PROJECT INFORMATION A0.1 NOTES & SCHEDULES A2.1 FLOOR PLAN A2.2 FURNITURE PLAN A3.1 REFLECTED CEILING PLAN A4.1 INTERIOR ELEVATIONS A5.1 STOREFRONT PLAN & ELEVATION A5.2 STOREFRONT SECTIONS A5.3 STOREFRONT DETAILS A5.4 STOREFRONT BARRICADE & SIGN DETAI A6.1 FLOOR / CEILING DETAILS A6.2 PARTITION DETAILS A6.3 STOCKROOM / TOILET ROOM DETAILS A6.4 SLATWALL / MISCELLANEOUS DETAILS A7.1 CASHWRAP /BACKWRAP DETAILS SP -1 SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS SP -4 SPECIFICATIONS RECEIVED CITY OF TUICVVILA APR 0 1 2008 PERMIT CENTER E1.0 POWER E1.1 POWER [2.0 LIGHTING PLAN E3.0 UGHTING FIXTURE SCHEDULE E4.0 ELECTRICAL SCHEDULES AND POWER RISER E5.0 ELECTRICAL SCHEDULE M1.0 MECHANICAL PLAN M2.0 HVAC DETAILS & SCHEDULES M2.1 PLUMBING DETAILS 8c SCHEDULES M3.0 MECHANICAL SPECIFICATIONS M3.1 MECHANICAL R ISIO :NO I ' " Do 0 CODE SYNOPSIS AREA OCCUPANT OCCUPANT BREAKDOWN: (5Q. FT.) LOAD FACTOR LOAD 1. SALES AREA: 1,700 30 57 INCLUDES SALES FLOOR, ENTRY VESTIBULE 2. BACK OF HOUSE: 560 300 2 ABBREVIATIONS INCLUDES STOCK /STAGING, TOILET ROOM(S), & CORRIDOR * STOCKROOM ONLY: 388 SQ. FT. 17.2 % OF GROSS ELEVATION, SECTION REF. X FINISH KEY DRAWING NUMBER 3. OTHER IMPROVED: 0 - - © DETAIL REFERENCE 1111111011111 FURNITURE KEY DRAWING NUMBER REVISION NO. 4. UNIMPROVED AREA: 0 0 COLUMN MARKER -0- ALL DATUM POINT X KEY NOTE �}X DOOR MARK SPACE ABANDONED BY TENANT OR RETURNED TO LANDLORD 5. GROSS AREA: 2,260 58 DOES NOT INCLUDE #4 UNIMPROVED AREA 2 + 3) GENERAL NOTES SYMBOLS SQUARE FOOT BREAKDOWN DRAWING INDEX MARK LOCATION SIZE (NOMINAL) width x height x thickness 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 ALL GLASS STOREFRONT ENTR`r PR. 3' -0' x 10' -0' x 1/2' GLASS N/A -- A A 5 A5 11 A5.3 4 STOCKROOM T C L E T C L GENERAL T C L E T C L 2 SALES / CORRIDOR 3' -0" x 7' -0' x 1 3/4' H.C. WOOD METAL 20 MIN. B B 10 A6.1 10 A6.1 A6.1 lyiNm O a 0 STOCK /CORRIDOR ODOR • • DEMISING WALL STUDS • • • SEE FLOOR PLAN SHEET A2.1 FOR NEW DEMISING WALL LOCATIONS Q3 TOILET ROOM 3' -0" x 7' -O' x 1 3/4" S.C. WOOD METAL -- B C 10 A6.1 10 A6.1 5 A6.1 REAR SERVICE DOOR • • DEMISING WALL GYP. BD. • • G.C. TO SUPPLY 5/8" TYPE 'X' AS REQ'D ® REAR SERVICE 3' -0" x 7' -0" x 1 3/4" H.M. METAL 1 HR C D 10 A6.1 10 A6.1 7 A6.1 VCT T FLOORING • • CONCRETE SLAB PREPARATION • • CORRIDOR /STOCK 3' -0' x 7' -0" x 1 3/4" H.C. WOOD METAL 20 MIN. B B 10 A6.1 10 A6.1 2 A6.1 VINYL BASE • • PARTITION FRAMING & GYP. BD, • • 0 MANAGER'S DESK • • SUPPLIED BY MILLWORK VENDOR DOOR HARDWARE • • SUPPLIED BY HARDWARE VENDOR 0 FILE CABINET • • DEMOLITION • • 0 SAFE • • BOLTED TO FLOOR BY G.C. TEMPORARY TELEPHONE & FAX • • .....) MICROWAVE /REFRIGERATOR • • FIRE EXTINGUISHERS • • GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 DOOR SCHEDULE COAT HOOK STRIP • • SUPPLIED BY MILLWORK VENDOR LIFE & SAFETY ALARMS • • BULLETIN BOARDS • • CLEANUP • • NOTE ALL DOOR HARDWARE TO BE SUPPUED BY TENANT HARDWAE VENDOR, WITH THE IXETION OF THE STOONT ENTRY DOOR HARDWRE, AND WHERE OTHERWISE NOTED. 'A' STOREFRONT ENTRY DOORS (PAIR): 'D' SERVICE DOOR (PROVIDE NEW PER SCHEDULE): MOBILE SHELVING SYSTM • • SUPPLIED BY SHELVING SYSTEM VENDOR STOREFRONT T C L E T C L „O - ,0L A TOP PIVOT, TYP. r rH 1 1 kir., ■ 1 /8 GAP (TYP. AT TOP &SIDE BOTTOM RAIL WALL STDS., BRACKETS, SHELVES, & CUOMER HOLD K • SUPPLIED BY MILLWORK VENDOR BARRICADE • • (VERIY PROJECT REQUIREMENTS) FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP X50 OAI: ' sun Soo r Lous, 1.10 63146 PH.(314)4 1r FAX(314) - 2300 s www.ercv (2) 3'- 0'x10-0' TYPE "BP" HEAVY GLASS DOOR CLEAR 1/2" TEMPERED GLASS (1) PANIC DEVICE - DETIX 600 TOP PATCH CORE W/ CONTROL KEY 8' LADDER • • CLASS "A ", ALUM. TYPE BARRICADE GRAPHICS • • COORDINATE WITH MALL OPERATIONS MGR. ACCESSORY BINS • • SUPPUED BY MILLWORK VENDOR 3/4' REVEAL • • BOTTOM RAILS TO BE 5 3/4" SQUARE SHOULDER PROFILE (1) VIEWER UL 3300. FINISH TO BE US28 CLEAR ANODIZED (1) CLOSER - PR DA 70 (1) PAIR OF 1 1 /4" X 108 PULLS -CLEAR ANODIZED ALUM FINISH (3) HINGES - TBB 179 NRP , (2) STANDARD TRANSOM PIVOT PATCH (2 LEAF ONLY)- (1) TRANSOM (1) KICKPLATE - 32 X 34 ARMOR PLATE 630EL. 000R STOP PATCH (1) DOOR SILENCER - GLYNN JOHNSON GJ64. (2) SURFACE APPUED BOTTOM PIVOTS (1) SMOKE SEAL - 797 W - 19 (1) BEST CYLINDER WITH CONSTRUCTION CORE AND KEYS (1) KICKDOWN STOP - BALDWIN 4105. (2) THUMB TURNS ON INTERIOR (1) WALL STOP - SH 436 DOME STOP 626 0 (4) DUST PROOF STRIKES - MALL SIGN AT EXTERIOR SIDE OF DOOR (SUPPLIED BY G.C.) (1) CRATE WITH DROP -N -TELL AND TIP -N -TELL INDICATORS NOTE: SHELF & I- IANCBAR STORAGE BINS • • SUPPLIED BY MILLWORK VENDOR ENTRY DOORS & HARDWARE • • "�"� T T T i 1'�I�� i T ��L���►:. . � ��� �������� , . T T T T T T ; • --��4'�' SUSPENDED CEILING TILE & GRID T 1I " �' T r, - �' , _ _ Ary " pvr T �� ��'�`r�T `r `r T ". •7'Y.i 1►- T 11' -- iW �� ii ti������� T . --���.-�--�y�- T 7.1;7-.2 T T T T 7. ► , , w `' `' i '�-. GLAZING CHANNELS --�� • s a D� _ o GLAZING & ACCESSORIES • • TOILET ROOM T C L E C L STRUCTURAL SILICONE (WATER CLR.) • • N/A ! M119.arri w M 19 CO Z M Li] Q 0 1- (n W g i 5 0 g J U J a U Cr THUMB -TURN (INTERIOR F.O. RAIL) " CLEAR TEMPERED GLASS DOOR ACCESSORIES • • SUPPUED BY HARDWARE VENDOR BREAK METAL SHAPES • • (2) DOME STOPS, US28 CLEAR ANODIZED G.C. TO PROVIDE 2" H., DIE CUT, VANDAL PROOF, WHITE HELVETICA - HC ACCESSIBLE SIGN /DECAL BLOCK STYLE LETTERS ON A RED BACKGROUND MID. 5' -0' A.F.F. - BBW 435 (THESE DOORS TO REMAIN OPEN DURING BUSINESS HOURS) CENTERD ON DOOR INDICATING TENANT NAME & SPACE NUMBER. 8/W SIGN /DECAL B' SALES / STOCKROOM DOOR: CEILING • • GLASS PANEL MOUNTING PUCKS • • MANUF: CRLAURANCE SEE 2/A5.2 OR & HARDWARE SUPPLIED BY STOREFRONT VENDOR FLOORING & BASE • • FROSTED GLASS PANEL FASCIA • • • WAINSCOT • • PIN MID. LEI ItRS • • G.C. TO COORDINATE WITH SIGN VENDOR, SEE 2/A5.2 TOILET ROOM DOOR • • ILLUMINATED LETTERS • • G.C. TO COORDINATE WITH SIGN VENDOR (1) PASSAGE LEVER - SCHLAGE, S1OD- FLAIR, 626 (1) CLOSER - PR DA 70 (1) 5501, MERIT, HINGE PIN STOP, 626 (1) KICK PLATE - 6 X 34 DON JO 626 (3) SILENCERS - OSH6 (1) DOME STOP - SH 436 - 626 (3) HINGE - TBB 179 NRP C TOILET ROOM DOOR: HARDWARE NOTES HLW. MIL DOOR 1. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL AND STATE 2CCE�SSLIBILI� DOORS TO BE REQUIREMENTS OPENABLE FROM INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 3. THE MAXIMUM FORCE REQUIRED TO OPERATE A DOOR SHALL NY COMPLY AS FOLLOWS: A INTERIOR DOORS - 5 LBS. B. EXTERIOR DOORS - 8.5 LBS. C. FIRE -RATED DOORS = MINIMUM ALLOWABLE BY APPROPRIATE ADMINISTRATIVE AUTHORITY. WALL SIDS., BRACKETS, SHELVES • • SUPPUED BY MILLWORK VENDOR WI IOW DECALS • G.C. TO C00' I INATE WITH SIGN VENDOR II611 - S.C. WOOD DOOR & H . MTL 1 ' 1--- I & FRAME -VIEWER Q I _ „& POSTER TRACKS Y � - - - - � � � • • If + ' ,,� �� SUPPLIED BY DISPLAY FIXTURE VENDOR HVA * REFER TO MEP DRAWINGS FOR DETAILED C, PLUMBING, & ELECTRICAL INFORMATION * P -5 P -5 I AC I TIC L I E I T I C I L I MALL FLOORING ® • • G.C. TO MODIFY/WEND AS REQUIRED KICKPLATE, SEE SHEET M3.1 BULKHEAD • • „at WW PANIC BAR WITH ALARM (3) HINGES - TBB 179 NRP ( 1) PRIVACY LEVE 179 DX L5 - 40 (1)CLOSER -PR DA 70 BOTH SIDES \ ' N NEUTRAL PIERS • • B INTERIOR DOOR REAR SERVICE _ (1) HINGE PIN STOP - TA - 3930 NOTE ALL DOOR HARDWARE TO BE SUPPUED BY TENANT HARDWARE - (1) KICK PLATE 6X34, DON J0, 630 VENDOR, WITH IXCEPTION OF STOREFRONT ENTRY DOOR HARDWARE (3) SILENCER - OSH6 (1) ADA SIGNAGE - UNISEX NOTE UNLESS OTHERWISE NOTED. NOTE * - AS REQUIRED FOR 1 -HR RATED EXIT CORRIDOR (STOCK, TOILET RM.) REAR SERVICE DOOR SUPPUED pDD 5 uED SUPPLIED BY G.C. BY G.C. SALES AREA T C L E T C L GYP. BD. CEILING • • DOOR TYPES HARDWARE GROUPS SLATWALL • • SUPPUED BY FIXTURE VENDOR PAINTING /FINISHING • • KEY MATERIAL MANUFACTURER DESCRIPTION LOCATION / NOTES SCHLUETER STRIPS • • INSTALLS BY WOOD FLOORING pm' / COATING WOOD FLOOR • • "V _ _ t-���- _ _ _ _.. Lai�_/�� _ _ NV _ _ NV i " � A-Ah. AIL 4�� _ _ _ _ ..V. ‘r NI _ _ . L � tA�-��A-Alm- B20W2251 PROMAR 200 EGGSHELL, COLOR: BCC 03 -307 " GYMBOREE WHITE', GALLON FORMULA: B1 1/64, Y3 6/32, R2 1/128 -7. _ _ _ _ _ _ _ _ � -A-A-A-AL .. . SALES AREA WALLS, PILASTERS, FIN WALLS WOOD TRIM • • SUPPUED BY MILLWORK VENDOR WOOD BASE • • SUPPLIED BY MILLWORK VENDOR P -4 PAINT SHERWIN WILLIAMS FURNITURE &DISPLAY FIXTURES • • SUPPLIED BY DISPLAY FIXTURE VENDOR SEE SHEET A2.2 1 n m P -5 PAINT SHERWIN WILLIAMS B31W2251 PROMAR 200 SEMI - GLOSS, COLOR:BCC 03 -307 "GYMBOREE WHITE ", GALLON FORMULA: B1 1/64, Y3 6/32, R2 1/128 DOORS AND FRAMES, STOCK ROOM WALLS TO 12' -0" AFF, TOILET ROOM WALLS AND CEILINGS UMBING I T I C I L E J T I C I L I DESTINATION SIGNAGE • • SUPPLIED BY DISPLAY FIXTURE VENDOR SEE SHEET A2.2 P-6 PAINT SHERWIN WILLIAMS PROMAR 200 FLAT, COLOR: BCC 03 -307 "GYMBOREE WHITE', GALLON FORMULA: B1 1/64, Y3 7/32 + 1/64, R2 1/128 SALES AREA CEILINGS SEE SHEET � : qr.. 0 '- ,; CASHWRAP /BACKWRAP • • SUPPUED BY MILLWORK VENDOR G.C. TO INSTALL PLal PANELS ONTO CASHWRAP IIMERG CASHWRAP ACRYLIC & SHROUDS PANELS • • FC -1 MALL TILE T.B.D. MATCH MALL FLOORING FROM STOREFRONT CLOSURE TO LEASE LINE AT ENTRY ENTRY VESTIBULE - COORDINATE WITH MALL REPRESENTATIVE CASH REGISTERS & WIRING • • BY POS VENDOR FC -3 VINYL COMPOSITION 11LE ARMSTRONG IMPERIAL TEXTURE NO. 51899 - 'COOL WHITE ", 12" X 12' x 1/8" GAUGE VINYL COMPOSITION TILE STOCKROOM POSTER LIGHT PANEL • • • SUPPUED BY MDI MIRROR AT F1TI1NG AREA • • SUPPLIED BY DISPLAY FIXTURE VENDOR FC -4 SHEET VINYL ARMSTRONG CLASSIC CORLON NO. 86729 - "BLUE YONDER" INLAID SHEET FLOORING W /WATERPROOF MEMBRANE AS PER LANDLORD REQUIREMENTS. TOILET ROOM CORNER GUARDS ( PREFINISHED) • • SUPPUED BY HARDWARE VENDOR _ j . A • � *Z � . .Ji1. 1.. � �∎ AI ii a I,.. � Ad A A�∎ ∎ AUDIO/VIDEO SYSTEM • • `IM1L ' • �.`' Il Ir∎ /�� ���2k' ...2I,;�ii' WAS ` ... ♦ ∎. __ sk.Iiiw2a � .1! ∎ ∎��� � � `��wwaas� ■• ∎ + ∎ ∎ ∎ ∎ ®� ■ ■� .,∎ ., . ∎ ∎� ∎ ■ ∎,��/∎ ■: ■I • . - ©.r► j ∎ ∎��.�.� VIDEO MONITOR • • &� ∎ ♦�� � j�� .r VIDEO MONITOR BOX • • SUPPLIED BY DISPLAY FIXTURE VENDOR SALES /CORRIDOR DOOR • • FC -8 WOOD PLANK PRARIE SHORES •r I • 1 1 • . / . , . x . x : • T &G END M�4TCHED. CARBONIZED VERTICAL u RAIN OVER BOSTIK WD. FLOORING URETHANE ADHESIVE 'BEST' SALES AREA /STOREFRONT VENDOR CATEGORY COMPANY ► ♦�Wr�` �- I I r� � ♦1 /I`�`•• 1 . AL'W l `W e . 1 ► ' .:. �• ∎ at ;k - A∎ A∎ AL r `L ∎ • • I I � I �\ 9 • 0 X 1 1' ':11 .' �i� .211 ' II...:r3�. A:th ...UL .i11i MILLWORK / CASHWRAP IDX FC -10 VINYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE NO. 51812 - "LEMON YELLOW ", 12" X 12" x 1/8" GAUGE VINYL COMPOSITION TILE DOT/STOCKROOM CTRICAL T C L E T C L S PLAY /FFURNITURE IDX DISPLAY HARDWARE HAMILTON FIXTURES ► WOOD FLOORING FLOORING SOLUTIONS r♦r�� ���,,�� ,�.' y `' �' %1. �i`'�`1Rr'1 ��',� � :�� �:r��'��:�:�:'� HARDWARE COMMERCIAL DOOR & HARDWARE l 9 SEE SHEET E5.0 SIGNAGE SIGNTECH C -2 ACOUSTICAL TILE & GRID ����� ; ARMSTRONG 2 X 4 CEILIN TILE & GRID - FINE FISSURED #1824 LAY -IN PANELS W/ PRELUDE 15/16 EXPOSED TEE GRID STOCKROOM MOBILE SHELVING SYSTEM MOBILE MEDIA Mg LIGHT LAMPS PQL B -2 PREFINISHED MAPLE BASE MILLWORK VENDOR NO. A67FI -- "WOOD CLASSICS', 4' HIGH SALES AREA LIGHTING REGENCY B -3 VINYL BASE ARMSTRONG 63 - 'SILVER GRAY ", 4' HIGH 1/8" GAUGE COLOR- INTEGRATED VINYL WALL STOCKROOM HVAC N/A ELECTRICAL PANEL GE SUPPLY FLAM /FRP PL -3 MAPLE LAMINATE WILSONART KENSINGTON MAPLE #10776 -60 BACKWRAP (TO MATCH SLAT WALL): SHOWN FOR POS FUJITSU / ICL REFERNCE ONLY AUDIO/VIDEO MPO :`�. 11 rAWfW _=. =/�== �; + ���_ ._._�'�_._._._ �-'' - � �. �.�.� POSTER LIGHT PANEL DSA /PHOTOTECH FRP -1 FIBER REINFORCED POLYESTER MARUTE WHITE, PEBBLE FINISH TOILET ROOM FINISH SCHEDULE RESPONSIBILITY SCHEDULE / B 68' -5" 0 • C.9 payt 17-0" 21' -6" 12' -0 15' -3 3/4" )' -6 1/2 ' -10 1/2" 6' -5 1/4" 5' -0" 12 39' 1 a � � 1 0 A6.1 e CORPORATION GYMBOREE CO STREET SAN FRANCISCO, CALIFORNIA 94105 119/L 9 -,N * 16 ot ' ^ - - - . - - - - ` ` u r 11 V O6d J "�� ' I , - -r- I -- 0 0 I �� � _ _ 1 I I i 1 �� �Ji • M — I 1 , FC- 8 ___ I r_ II I . \� ���/ I i / 11 I 1 0 o i ' ® ■ FC ^3 ' � ® I I ' 1 1 nn ■ 1 1 11 I 1 F REDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRNG ROAD, SUITE 300 ST, LOUIS, MO 63146 PI I (314) 415 -2400 FAX (314) 415 -2300 wwwercvcom � " - -- ■ _ I ►� /// / //A 0 3 �/ ■ 1 11 j l l 11 1 I VAN L _ ������ �i�4�.������ �i� 7 ►ifi���i�.il!iow • . . y !i�i�i�i�i�i�� , 0 i� O 1 3'-L" -- r 1 r 1 0 ■ 11 I li 11 ■ rn ca � qu \ii ; 0 ' 1 I 1 1 1 r 1 _ ! n ;;11;;1 I 1 A6.4 IM. J �— +— STAGING AREA 1 IMMZSMMIZST = O 13 / 3' -7 1/2" x z e a cn cn ;,d/ 13 Q( 1 1 1 1 i % I ii 11 : ■ 11 ■ 1 11 1111 i ` nnu It - -- / % 24 1 1 1 W CI mQD z w 0 W l¢ . m 0 5(] •• & J U rirl a Q H W o Z z co w w a 20' -9 3/8" - 3 0" II 11 1 1 1 I 21 %� 0 1 I II i N 11 11 STOCKROOM T � - , a 2s / 1 T -0" j e I r -- I [_____ i © ; 1 1 SQ FT.: 388 J r FLOORING: 1 FC -3 -, i i i 1 i 1 0 1 Q 1 X I u 0 A p' © TOILET ROOM n 1 ------ 1 1 r 1 1 r 1 r� 1 ■ ' 1 r FC - 26 1 1 - - - -� - 1 CL OF CASH WRAP 1 Ir 11 VI II i ~ 28 N r-- , - FC -8 i r " ;a ; `` r 1 ■ 1 I SALES AREA ' 1; '; pi- CO L - - - -J 1 1 1 �) OFC FLOORING: -8 n i Il i — 17 11 I III I r---- ED ■ 1 „ ,, i � 1 : N ,; 11 u l u l 1 I r 0 r 1 1 - -- FC-3 -- \' - - -` -� FLOORING: 1 FC -4 1 >I 'I W!���! ���� (1 c 8 O 1 i- ■ 1 ■ 1 I I y ~ '- 1 j REVIEWED FOR f )DE CO MPLIANC APPROVE APR - 3 Z00� C�� ® �VI�L' a l® ® � `. 1 ; ► , n ' FC -4 r F , = -- I,� lily/mar • I 11 1111 I , 7 ■ 1 ii ►1 i r ■ 1 1 1 1 1■ O A ` r \ ` ; '- _ _ __ - - -" 0 r __ 0 T YP. r A6.4 � 1 1 1 Il j11p 1 t TYP. ' i U I : r 1 ■ p 1 r 2 _ o J o .._ co Q LCD L co ° O I- ' 1 � � 1 �.■ 1 / 1 `� / 1 � 1 r I 5 , / I r r�iiti N .• �1�r-- - 1 ` _ I CI a -� -- , _ ' M' I - __ - - -- 1 _ t---,� I re �ir� I � ■ II riiir '9'D'A'Y�i :4 ' S 000 N c t w v a ' o ° u1 r N 0 1r o d _ °° 1 M w O w = CA u) N M I.J. 0 C3 o o o _ CIT A ER 0 EC R '1 IT _ TU IV F.VVI 1 CENT 00E ' R - -- 0 A6.3 �' 7' -8 5/8" 2 - 4' -2 1/2" .. • A6.4 42' -4 5/8" \ --1 . -4 5/8" 56' -1 f FLOOR PLAN 1/4 "=l'- , 0 DEMISING WALL (6" STUDS BY LANDLORD) G.C. TO PROVIDE 5/8" TYPE "X" GYP. BD. MAINTAIN ANY 15 FILE CABINET. SMOKE EVACUATION FREE AREA OPENINGS AT DEMISING PARTITIONS. CONFIRM WITH LANDLORD'S A\ REPRESENTATIVE. INSTALL 4" X 4" X 4' -0" STAINLESS STL. CORNER GUARDS AT ALCOVE. 1 16 O NOT USED. " " BOVE DESK. COORDINATE CLEARANCES W /DESK LIGHT 0 FIXTURE 17 24 x 36 BULLETIN BOARD MOUNTED A O LEASELINE & SHELVING ABOVE. SEE ALSO © NEW DEMISING PARTITION (STUDS BY LANDLORD): G.C. TO 'X' PROVIDE 5/8" TYPE GYP. BD. & MUST MAINTAIN MINIMUM 6" CLEARANCE BELOW STRUCTURE ABOVE ONE HOUR RATED PARTITION: ONE LAYER 5/8" TYPE 'X' © n 18 REFRIGERATOR AND MICROWAVE. ® 0 CA /BACKWRAP SHOWN DASHED. G.C. TO PROVIDE CONT. CLEAR SILICONE CAULK AT CASHWRAP /BACKWRAP AT FLOOR. REFER TO AND ELECTRICAL DRAWINGS FOR REFERENCE. Q 19 GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUD FRAMING A6.2 TO STRUCTURE ABOVE. ASSEMBLY PER UL #U465 NON- -RATED PAR1111ON: ONE LAYER 5 8" GYP. BD. ON COAT RACK MOUNTED 5 -0 A.F.F. 4A CORE OR TRENCH CASHWRAP WIRING T O THE END UNITS O ITS OF CASHWRAP. COORDINATE W/ ON-SITE 2Q EXISTING X- BRACING T O REMAIN WESTFIELD TENANT COORDINATOR. SEE ELEC. DRAWINGS. 21 a LOCATION OF EXISTING ELECTRICAL PANELS, AND TELEPHONE TERMINAL BOARD. REFER TO ELECTRICAL ACCESSORY BIN - 2 ROWS STACKED 4 HIGH. DRAWINGS. Q FLOOR PATTERN - INSTALL WOOD STRIP FLOORING IN DIRECTION INDICATED. 22 ILLUMINATED STOREFRONT SIGNAGE ABOVE. `:J SALES AREA VIDEO MONITOR. 23 20" x 48" MIRROR MOUNTED ON SLATWALL 0 FITTING AREA. MIRROR & FASTENER (CLEAT) PROVIDED O ACCESSIBLE TOILET ROOM. REFER TO SHEET A6.3 FOR ADDITIONAL INFORMATION. BY DISPLAY FIXTURE VENDOR. SEE ALSO FIXTURE PLAN. © EACH SIDE OF METAL STUD FRAMING TO 6" ABOVE A6.2 ADJACENT CEILING FINISH, U.O.N. USE W.R. GYP. BD. TYPICAL AT TOILET ROOM SIDE OF PARTITION. EXTEND GYP. BD. TO 6 BELOW DECK ®STOCKROOM SIDE OF PARTITION. Z=ZZZ NON -RATED FURRED PARTITION: ONE LAYER 5/8" GYP. BD. ON ONE SIDE ONLY OF 3 5/8" METAL STUD FRAMING A6.2 TO 6" ABOVE ADJACENT CEILING FINISH, U.O.N. USE W.R. GYP. BD. TYPICAL AT TOILET ROOM SIDE OF PARTITION. EXTEND GYP. BD. TO 6" BELOW DECK ® STOCKROOM SIDE r F P'` - FURRED PARTITION: ONE LAYER 5/8 GYP. BD. OVER 7 8 68°7 ` . REGISTER ,p ARC C: I T E r' ` �` -R .0 RICK J. GOGLIA - / ' jHt OF WASHINGTON Q FIRE EXTINGUISHER - LOCATION & QUANTITY PER FIRE DEPARTMENT. 24 SHELVING ABOVE DOTTED, PROVIDE IN WALL BLOCKING AS REQ'D. A6.3 6 i METAL FURRING CHANNELS. 10 MANAGER'S DESK. SEE 25 1 1/8" x 1 1/8" WHITE MIL. CORNER GUARDS FROM MAPLE BASE TO TOP OF SLAT WALL 0 8' -0 " A6.3 O A.F.F. 11 HANG RAIL STORAGE BIN WITH STOCKROOM SHELVING ABOVE• " 8 3/4" MAPLE LAMINATE SLATWALL WITH 1/2" PLYWOOD Q B TO 8' -0" A.F.F. OVER GYP. BD. PARTITION. A6.4 26 3'-O" POSTER TRACK LOCATION. INSTALL PLYWD. BLOCKING AS REQ'D. SEE RCP. SEE ALSO A6 1 (1) 24" X 36" BULLETIN BOARD AND (1) 36" X 48" BULLETIN BOARD - SEE INTERIOR ELEVATIONS SEE FURNITURE PLAN FOR LOCATION. ' NON- RATED, PARTIAL HEIGHT, TOILEIROOM PARTITION: ONE fi LAYER 5/8" GYP. BD. 12 SHEET A4.1. 27 3' -0" POSTER TRACK. INSTALL PLYWD. BLOCKING AS REQ'D. SEE RCP FOR LOCATION. SEE ALSO ON BOTH SIDE OVER 3 5/8" METAL A6.2 STUD FRAMING TO 8' -6" A.F.F. U.O.N. NOTE: USE W.R, FLOOR PLAN A6.1 GYP BD. ON TOILETROOM SIDE TYP. 13 MOBILE SHELVING SYSTEM: FIXED UNIT (8' -0" HIGH), WIDTH AS NOTED. SEE FOR 28 ANCHORING TO FLOOR. A6.3 LINE OF SOFFTT(S) ABOVE. SEE REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. (e) MOBILE SHELVING UNIT (8' -0" HIGH) DIAGONAL LINE THROUGH UNITS INDICATES THAT THEY ARE 29 AS BUILT DWG. TUBE LOCATION. (COORDINATE W/ MECH. AND ELEC. DWG.) INSTALLED BACK TO BACK ON A SINGLE CARRIAGE. SEE 8 FOR TRACK ANCHORING TO FLOOR A6.3 30 1/2" THK. PIN MID. PVC "GYMBOREE" LETTER SIGNAGE. SEE © 9 10 SHEET NUMBER: A2 • 1 14 SAFE - G.C. TO SECURE TO FLOOR. G.C. TO ENSURE THAT NO OUTLETS, ETC. ARE LOCATED BEHIND N SAFE. SEE ALSO FOR 111L. BACKING PLATE DETAILS. A6.2 SHEET NOTES FLOOR PLAN KEYNOTES PARTITION LEGEND B 0 ID 1 1 C.9 Ryk — FIRE EXTINGUISHER illa - - - ' S4 Tr X 6 i �' 5 4 X60 1 1 ■ � �,' " " , 48 x48 Ii; M2048 ; in - -- ; BG -= I_ , II III ` I � � � r I n 11 ► 4. 4. II qi II it 7 GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 4. �� 148 ° x 48 I J F r;; - ' L__ P169 i i 4. -- - - 1 e,we r- - - - -- r -- --1 ® I 1 1 I ' e :e,ca a - \. • �� 4 i 1 1 1 1 1 I � .& I I I II U 11 ° m Ti n " 11 1 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 4152400 FAX (314) 415 -2300 T STAGING AREA L J r F900 1 \ [ - - -I NI u- c �- ; ; — L F218 fl4x6o 5"° " " i — — — _2/ / x/ / "' "�' "' k � u I I -- -- - - i a I I I I 11 u II I A ' 1 J � 1 1 1 I _ _ _ _J L _ _ _- I - Q I--J - t itN '' ii '� „ ';', ✓,, o T �' - - 28 1 ►1 W CO ca CO z E W ce CD g . J J W < J W a 0 W STOCKROOM I Q �� �� n 1 1 I 1 1 MEANS O EGRESS ILLUMINATION IBC 1006.1 Illumination required. '1 1 The means of egress, including the exit discharge, shall be illuminated at all times the building space served by I the means of egress is occupied. IBC 1006.2 Illumination level. not be less than 1 foot - 1 v t� • � r� - . , w n ; ; U F2, 6 I 5- %0 J „„ - o O �� _ % % % % i 0 � O 0 r — \� The means of egress shall 1 1 candle at the walking level. r ° „ n 54 X60 , , 11� i 1 d IBC 1006.3 Illumination emergency power. 4 � � 0 55 __ ; �S'_ m i n 11 nI The power supply for means of egress shall illuminate I 1 the following areas: 1 ml ° 1. Aisles and unenclosed stairways of rooms that require ' `/ J SALES AREA ._ \ ,_� • i 1 ► i two or more means of egress. u u � 2. Corridors, exit enclosures and exit passageways.. o r - , : ' - 1 r I I -, - i F218 1 ° 3. Exterior egress components... discharge = { ?= =' =1:4 / \ ` _ = v - 11 / ` u // i 1 I L_ u 1 1 I I __I L_ 1 I _� 48 48 I I 1 ' 1 . � 1 1 -1 1 �, �� I J I I 4. Interior exit elements... 1 I 5. Exterior landings...for exit discharge doorways... Ltl `J 1 do 1 1 1 I 1 1 1 1 , 11 u t I 0 I I � 5 „ ii 0 ,5i F 900 F 183 F183 0 0 I � Q W Op T m Z Z 00 '` TOILET ROOM ; _ P178 P169 (P018� 1169 , , r , r -, r i n. _ _ _.... ...I. , � 1 FCC \ z 0 _ 1— 2 i is <- g o p g cr Ca9 co c p %°8 I I - - - - , �� r REvi cw,ED 4/ ‘ zzzzz g - - . - -- ist puma AP®VED i APR - 3 . = 44" WIDE EXITING PATH OF TRAVEL city ®f Tu 11 a q B iL® c ■ 8 N N = W I;\ 2 ° cs ■ an N 0 o ec J cl citl o Et I_= a o 1- ccnn T TY A'R ERAITCE' �F " ' I UK D 1 1 008 TAR FURNITURE PLAN (HYPOTHETICAL) 1/4"=1'-0" 1 KEY FIXTURE KEY FIXTURE • 1. ALL FURNITURE PROVIDED BY DISPLAY FIXTURE VENDOR U.Q.N. AND REQUIRES PARTIAL ASSEMBLY FOR INSTALLATION. CONTACT: GRAND & BENEDICTS, MOLLY GROUSER AT (503) 797 -0641. b._ CASHWRAP (BY MILLWORK VENDOR) EEO FROSTED PLEX SHELVES lallo BACKWRAP (BY MILLWORK VENDOR) LB POSTER LIGHT PANEL (LIGHT BOX) LADDER FIXTURE NB NEW BORN AREA SIGN FE 4 T -STAND BABY GIRL AREA SIGN BG i 83) WARDROBE FIXTURE BABY BOY AREA SIGN BB „„ S CART FIXTURE KID GIRL AREA SIGN F214A 1/2 "S" CART FIXTURE KID BOY AREA SIGN KB 6 R97 REGISTERED ;ARCH' ECT P ,fFpEtIA' . G Gl4A ✓ 'Si/ATE OF WASHINGTON 6Atc BOY'S NESTING TABLE F218 DISPLAY TABLE F 216 RETANGULAR HANDRAIL ROUNDER F900 WINDOW PLATFORM F2448 M2048 SLATWALL MIRROR FURNITURE PLAN P018 SLATWALL "FIN DIVIDER P021 FITTING AREA CURTAIN ROD W /CURTAIN 0169) SORBETTI „ PLUS" PANEL FIXTURE SHEET NUMBER: A2.2 SORBETTI TV BOX / PLUS „ PANEL FIXTURE P178 SHEET NOTES FURNITURE SCHEDULE FURNITURE NOTES B o CORRIDOR 13' -0" A.F.F. 0 e © • C.9 I SALES AREA gyw me tee �+ GYP. BD. CLG. AT + 9' -0" A.F.F. GYP. BD. SOFFIT A6.1 '. D. T +11' -0" A.F.F. P -5 I I P I I P -6 I 6 e A6.1 1V-7 1/2" A.F.F - - • GYP. BD. SOFFIT V + �+ ; w EQ. ... EQ.. . ..... N N • EQ. I t • 1 ? 1 �; I ! . 1 I N (ILL 1\ I • x n GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 EQ. . r ► �_� ♦ — II 11•=11 - �I - II - - - - I ► ► ► ► I - 11 ►1 ► �� M. ► I------ II------ --Ih - — _ T I — , — ��- - - --I' + - -- — `�' r • : ����i� *f�f�f�f�f�f�f�f�f�f�f�f�flf • ��f�f *f�f�f�f�fAfNf +f�ff�f�fjf�f� .s - - �f�f�f - N ,1 ... I , EQ. 1 1 ■ ■■ ■��■ ■ ■■ FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1s50 CRAIG ROAD, SUITE 300 ST. LOUIS, MO saws PH. (314) 415x2400 FAX (314) 45-2300 wwwarcvcom i i 4. i =C ■ ■■ ..f • C.: � ■ ■ ■■ .................... E. T 1 I I 1 1 1 EQ. EQ. © ( 1 , ► . co EQ. EQ. !> I ■ ■■ ■ ■ ■■ O \Ill - _ ._..___ .._ 1 ....- ._............_.._.._ g 1 ....____.....- 1 3 1 F ............ _. I j , 2'-(11" T 1 �- r� - � - , �_� a 4 Z M ix W _, J 2 x -) i 1 1 1 : 1 O 1 i j 10'-7 1/2" A.F.F. STOCKROOM WD. PLANK SOFFIT 1 rrrrrrr�rr. 1 1 y Olt A.C.T. ID 12' -O" A.F.F. FC--8 I C -2 ■ ■■ ■ ■■ 1 i ■ ■■ I ■ ■■ a ■ ■■ u 6' -11 5/8" ■ ■■ u 1 e I L� ■■ ■ ■■ y 8' -O" y I ; 1 1 8' I I I CI ; 1 8'-O" , 1 �� 1 r 8' -0" Il 1 w._ 11 ► T �I /I / j % I 1111 :Cl_ 1 _C= C ■ LIC ..■ ■. ■ ■■ 1 2 107 IIM n.....• _ ,x,„ .. /i.._�i.�cs,A►a EQ. EQ. 1 I C �= =C Mll ■ ■ CCi ` `► ■ ■■ ■ ■■ ■ ■■ ■ ■■ 1� 0 111111 . '% 1 1 co REVIEWED FOR \ ii CODE MMPLIANCE 1 ] . E " ' ' I r4, A. ' I II II FA I I. i i 1 • 1 . I. MI 1111 I I VIII I. it■AMM A A m i ll, IIIINNIE 3. A Nin /A • b o - ,� I L �� 10' -7 1 /2" A.F. % / /INFAI ' / / //.4 AP A, r �%1 1111/ l i - - - 1r GYP BD. SOFFIT _ e TOILE{ ROOM + 13' -O" A.F.F. I P-6 I 3 OW Of Tu" a -o GYP. BD. CLG. AT + 8' -6" A.F.F. GYP. BD. SOFFIT V A6.1 B 11::: IP -5I IP -6I REFLECTED CEILING PLAN (HYPOTHETICAL) 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 SPRINKLER CONTRACTOR IF REQ'D AT TE _ A 'S • ENSE. 2 . ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE, AND MUST BE 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 TOILET, UPRIGHT HEADS IN STOCK. D SPRINKLERS IN DISPLAY WINDOWS TO BE RECESSED W11H WHITE COVERPLATES. 3. REFER TO ENGINEERING DRAWINGS FOR ELECTRICAL, LIGHTING AND HVAC WORK. C• II ' )INATE ANY DISCREPANCIES WITH TENANT PROJECT MANAGER. fM 4. BACK TO BACK SWITCHES ARE NOT ALLOWED. OFFSET A MINIMAL DIMENSION W A METAL STUD IN BETWEEN OPPOSING SWITCHES. 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 11L.E CEILING. WIRES SHALL BE ATTACHED TO STRUCTURAL STEEL 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. O LINE OF CASHWRAP / BACKWRAP BELOW. O2 3'--0" POSTER TRACKS, TYP. (3) EACH BAY. OM RECESSED COMPACT FLUORESCENT DOWNLIGHT. 0 SURFACE MOUNTED TRACK T3 HEAD. SEE ELECTRICAL DWGS. RECESSED 2X2 ' FLUORESCENT LIGHT ■ ■■ G2 O 3' -0" POSILl' TRACKS, TYP. (3), LOCATION CENTERED ABOVE FURNITURE AS NOTED ON A2.2. SEE A6.1 ( I LINEAR TRACK HEAD W/ FOR WOOD BLOCKING DETAIL. O BACKLIT ILLUMINATED LETTER SIGNAGE, SEE e) CEILING MOUNTED DUPLEX RECEPTACLES, SEE ELEC. DRAWINGS. T2 BLADE LOUVER. SEE ELECTRICAL DWGS. °D RECESSED HALOGEN DQWNLIGHT. 1 1 ._I 24" SURFACE WALL MOUNT DECORATIVE FLUORESCENT LIGHT FIXTURE. SEE F INTERIOR ELEVATIONS FOR MOUNTING HEIGHT. ~ L 1 -1 FLUORESCENT LIGHTING STRIP. 0 NOT USED Q CENTER DUPLEX RECEPTACLE BETWEEN LIGHT FIXTURES. INSTALL PARALLEL TO STOREFRONT GLAZING. REFLECTED CEILING PLAN KEYNOTES F LUORESCENT STRIP FIXTURE. SURFACE MOUNTED. L 2 0 M RECESSED TOILET EXHAUST FAN. o8.......0q 1.1„ D o& RECESSED MUSIC SYSTEM SPEAKER. GC TO COORDINATE LOCATION WITH AUDIOVISUAL VENDOR. V DELIVERY BUZZER ABOVE FINISH CEILING �. ® LED EXIT LIGHT WITH BATTERY BACKUP. X 1 1. pLL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. 2. G.C. TO VERIFY WITH WESTFIELDS ON SITE 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. ] CEILING ACCESS PANEL, FLUSH MOUNTED s ( SMOKE DETECTOR SEE MECH. DWGS.) . SUPPLY AIR DIFFUSER (SEE MECH. DWGS.) RETURN AIR DIFFUSER (SEE MECH. DWGS.) SHEET NOTES LANDLORD NOTE A\ REFLECTED CEILING PLAN LEGEND I I CFN M OD DELIVERY BUZZER MTD. AT 9' -0" A.F.F. WALL MOUNTED LIGHT FIXTURE MOUNTED SHELVING, SEE QUAD OUTLET (MOUNT UNDER SHELF-SUPPLIED ABOVE MGR'S. DESK BY TENANT St INSTALLED 6.-2" BY G.C. A.F.F.) FIRE EXTINGUISHER + 12' -0 A.F. . tI B.O. A.C.T. CEILING P -5 I P -5 1 C -2 I 3 TYP 1 TYP. - AA A6.3 1 GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 I — + 0 -0 A.F.F. A _ I 1 EXITI r- -.. _._ _. �___ __... T YP TYP. • �. r. r1 i FIXED ---..- -. f -... . FIXED — — -- ON .., I \ F - - -- P -5 ( 1 - _... MIN 1111 �� / TYP. FREDERICK J. GOGLIA ARCHIMCT, NCABB, ISP 950 CRAIG ROAD, ME 300 ST. LOUIS, MO 63146 ( ) 415 -2400 FAX (314) 415 -2300 www.ercxcom - I NEW PANELS ELECTRICAL 1 COAT RACK _ ��� _ .._._. � ....__._ -_ _ .Z-,G , o l J - -� I / I , � 4 o FILE co _ — _• \ / 11 \ B -3 B -3 r r B -3 I DATA, QUADRAPLEX RECEPTACLE QUADRAPLEX B -3 — MOBILE SHELVING (3 W. B -3 1 I 8-3 1 B -3 1 FINISH FLOOR • 1w• TYP. & TELEPHONE OUTLET RECEPTACLE AND • x 8' -0" H. x 1' -6" D.), TYP. TYP. TYP. TYP. A B INSTALL 24" X 36" BULLETIN BOAR PHONE OUTLET D 2 A.F.F. GI ABOVE DESK/ UNDER LIGHT FIXTURE co p mM z W ac O cri W 5 (a E J _I -' Q ELEVATION AT STOCK ! MANAGER'S DESK 114 " -a" 3 = 1' NV SORBETTI PANEL FIXTURE, TYP. -1 P ( PAINT SALES AREA WALLS © BOTTOM OF SALES AREA -4 BOTTOM OF SALES AREA GYP. BD. CLG. 0 11' -0" — AA GYP. BD. CLG. 0 11' -O" TYP. FROM CEILING TO 3' -O" A6.1 (P PAINT SALES AREA FROM CEILING TO 3' -0" -4 — FITTING AREA 1 1/4" (O.D.) A�- ROD WITH CURTAIN SUPPLIED A.F.F.1 p -6 1 BELOW SLATWALL p -4 1 + 13' -D" A.F.F + 13' -0 A.F.F. TYP. A.F.F.1 P -6 1 BY TENANT, INSTALLED BY G.C. BELOW SLATWALL I P -4 I A �- -� a 1 i I 1 -I B.O. GYP. BD. SOFFI B .O. GYP. BD. SOFFIT L C y ' P_6 I P_6 + 11' -� A F.F 11' -0 A.F.F. 1 •i,- 1,......) 1,......) 8.0. GYP. BD. COUNG � + B.O. GYP. BD. CEILING CsJ ■ P -6 1 P -6 I CINIED • P -4 NB BG Eel "x1 T I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + ++ S 1 1/8 1/8" CORNER GUARDS r LIGHTSTAT &LOCKING COVER, SEE MECH. DWGS. SALES TO STOCK DOOR - SEE DOOR SCHEDULE + 0' -0" A.F.F. 1 A L 0' -0" A.F.F. 11 I II + + + ++ + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -I + + + + + ' + + + + +..Ir.._._ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I • r — I I I . . d I 1 ! L 1 01. I � / 11 II I1 I I I- 1 I 1 I� I t� I ,�, - � I I �I 1 1 — 1 1; 1 I,� 1 1 m -- ry I -1--- 4'x8' SLATWALL, SEE 8 ^� B-2 "x48" B - 2 FINISH FLOOR FINISH FLOOR — 20 MIRROR 7 — 4'x8' SLATWALL SEE 8 B -2 • MAX. LENGTHS A6.4 • A6.4 1 M. LENGTHS A6.4 FC 8 REAR SALES WALL 1/4 " =1' -0" SIDE SALES 5 NORTH AREA AW 4 1:::) 0 0 viiie. 0 ‘94" 01 111" 14 SALES AREA SIGN, SEE A2.2 — PAINT SALES AREA WALLS Q Q EXIT SIGN CENTERED 0 /ENTRY cm 141 "THESE FROM CEILING TO 3' -0" BOTTOM OF SALES AREA BOTTOM OF SALES AREA SIGN READING DOORS BELOW SLATWALL I P -4 1 GYP. BD. CLG. 0 11' -O" A.F.F.I p_6 1 + 13' -0" A.F.F TO REMAIN OPEN DURING A6.1' SLATWALL FIN DIVIDER 7 GYP. BD. CLG. © 11' -0" A5.2 EL FIXTURE, SEE A2.2, TYP. A6.4 A.F.F.1 p_6 I BUSINESS HOURS..." 1 P -4 I FIXTURE, TYP. TYP. CENTERED OVER ENTRY - -- _ . 15 — B.O. GYP. BD. SOFFIT I P 1 B.O. GYP. BD. CEILING orr P-6 V 1 A AiPA i AI A I A r r 01 /� r r 1 , P-4 B.O. GYP. BD. SOMT l q .. " BB ; KB � I \ "x1 . + • + + + + + + + + + + + + + + + + + + + + + + + +++++ +++ +._ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I 1 1/8 1/8" CORNER GUARD , " + o -o AFF + 1 1 g o ,• The v All. 1/2" CLR. TEMPERED GLASS � . L _ _._____ . h ,,„,, l - , / SORBETII BOX/TV ` V FINISH FLOOR FINISH FLOOR H. " — 6 H. METAL BASE 6 H. METAL BASE — 4'x8' SLATWALL, SEE 8 B -2 - ' " - 1 FC 8 (- MAX. LENGTHS TYP. A6.4 A6.4 MIN � MONITOR SOUTH SIDE SALES AREA 1/4"=1 4 INTERIOR ELEVATION 1/4"=V-0" 1 _ STOREFRONT _ I cvt4melee -1 EQ. "A" EQ. "A" EQ. "A 7 1/2" EQ. "A EQ. "A" EQ. "A" TYP. TYP. TYP. TYP. TYP. TYP. 18 H. INDIVIDUALLY MOUNTED STOREFRONT SIGN LETTERS Auk CENTERED IN PANEL SEE - NV + 13 A.F.F. GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 + 11-0" A.F.F. .2 -. • .. - --- -2... • -: , : .. . . ..:,..- . . ;-- • .• ..... - . ., ..,.-4.- ..„ . .. .. *- • ...,......, .. .‘ i I. : •• . . s ,-. , te ". .- : .. -..,......„--. - .. ... - - - ,.. - % • .., . - N.. - ,•- .. • ---. . „ . . . , .....,.. .....: -. .2 • - - - 2 - -,.- - -- °- - ° • — . te ... ' , - ' ..... . ". '. - ".: ••• , •.• • _ 4. " SPACt iYFI.:',z • - , -... - • 1 =1 - ..""; - • --• . i • •••• .., - . . - -- • -::...--: ' . • , . . - ..,...... ..,2:2.... ' . ' • : - . . ..- ' ; - :''':' ' "'' . . .. . ... , ..- 1" DIA. CLR. ANODIZED AWM. PUCK BY G.C. G.C. TO PROVIDE SOLID BLXG. AS REVD FOR OU NG AA + 10 e .... - ..; 1 - . ----..:•- 1/4"; .t N t .--- -"- ' •• . s. ,. .- .., ...-- • • .• . . ". . • . , . _ . ' • • • •••• •• S • • • -- • V• . - - . ., . , , . ' '." • A , • • ;• A • •• " .. Is . , • - '., -' .:.;,• — — . e -,- ... .., .. „.. . f,... • FREDERICK J. GOGLIA ARCHITECT, NCARB, EP 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 F1-1. (314) 415-2400 FAX (314) 415-2300 WWW.OrCV.COM - • . .• ` ...* : _ .... • .0 • ' •• II • • . 2■• •• ' .- - ?Iv -= .' .7 — -- • • .... •• .' •••••••• • 1• • • •• • • e . '•• —.. 4 : - .., , " 1 2,.: - , •-• — . . - e ' . . 1, - .- ' ; : B.O. SALES AREA CLG. BEYOND 1 . . - • - II V EQ EQ ...---- B.O. SOFFIT + 10 A.F.F.ch EQ/ EQ EQ EQ / ;• - • . E EQ EQ. 03 / - / 1() OW ' Pee Ak. - T.O. ENTRY DOORS V 1 /4 FROSTED , TEMPERED GLASS PAI■IEL / '8" 8 3/8" / - / / . • • WITH Nir 1= el L.L.I CO CO m el Z w g CC 0 1 c) i.-- y) 5 0 —I a 1°- < W Cr NEUTRAL PIER, TYP. LEASE UNE CLR. ANOD. ALUM. METAL CLAD SUPL & INSTALLED BY G.C. 1/2" CLEAR TEMPERED GLASS Burr JOINT MAX. 1/5" GAP BETWEEN PANELS (NO SILICONE) NI fil A / e V •. II P / / / CLR. ANOD. ALUM. BOTTOM RAIL, TYP. BY G.C. + 0 A.F.F. _ 1 Ili \.,/ . . 4" 4" i irk 1 _ FINISH FLOOR / / / — CLR. ANOD. ALUM. 6" H. CLR. MOD. — 3" SILVER VINYL CYLINDER LOCK TER BREAK MTL. CLAD. ALUM. BOTTOM RAIL, LETTERS SUPPLIED AND wrni (1) DOOR P , SEE SUPPLIED AND TYP. - SUPPUED & INSTALLED BY SIGN INTERIOR HARDWARE SCHEDULE INSTALLED BY C.C. INSTALLED BY G.C. VENDOR ON INSIDE THUMBTURN ON FACE OF GLASS (TYP.) EACH RAIL MIN. CAI D .......0, STOREFRONT ELEVATION 2 , G.C. TO KEEP FURRING 11-4n AROUND COLUMN AS I DUST I a L. I I _______-- 2 2 1 0 11-4" TIGFri AS POSSIBLE 1 PROOF STRIKE , ■71.__=/■ \NLIM: "-1- --- rn cv IN D fC ik 1 ntle V C Pkit1"t 1,304CE COD" ag So 0 A , S.S. SCHLUETEIR STRIP ■ . " , - I 221 _ . a‘ MIRIBM 1 2" - NV , - - - ,......_,..„„--- ,‘,-:-_____--- lini FC-8 ut --- iri 1 I \ olio \i■.■110ii . 1 UNE OF SOFFIT ABOVE ---- - - 1727 17- k,... us 1 Nill i Ili EXISTING NEUTRAL PIER Alk .W. -1 I \ 111 CLEAR TEMPERED GLASS - BM JOINT WM-I MAK 1/8" GAP \ A5.3 NV DUST .1111 W ill PROOF 10 -... N- 1 ■■ _, BETWEEN PANELS (NO SILICONE) STRIKE ak ■ 01: FC-1 CI 1/2" CLEAR TEMPERED GLASS - UV ck ._ I DUST PROOF STRIKE 1 1 --- - - BUTT JOINT WITH MAX. 1/8" GAP I -1-- ' - - Alk BEPAIEN PANELS (NO SILJCONE) Q 6.,4 Fe -., Lu 4% >. Lu __----- m = ------___------ - --- A U.O.N. 6 5/ EQUN- RECEIVED CITY OF TUKVVILA APR 0 1 2008 PERMIT CENTER \ ILLUMINATED ■----____________---- TYP . EACH -- 6 '1/ STOREFROW OHIO -- SIDE I FC-1 I SIGNAGE 4112:----- -- — OUTLINE OF SOFFIT ABOVE 37 7 ELME - SIM. ATA LEASELME. 10 EQUN- viws DaSTING NEUTRAL PIER 3/4 X 3/4" CLEAR ANODIZED ALUMINUM REVEAL PP. HAND 7 1/4" SUPPLIED AND INSTALLED BY G.C. 1/2"=11-0" STOREFRONT PLAN _ I cti GYMBOREE CO 500 HOWARD ST REET 5AN FRANCISCO, CA 94105 + �_ + � t 4 � /// // / , G.C. TO SUPPLY & INSTALL 5 8" / TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT THE STOREFRONT & PROVIDE RATING AS REQUIRED BY CODE. G.C. TO SUPPLY & INSTALL 5/8" TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT THE STOREFRONT & PROVIDE RATING AS REQUIRED BY CODE. ' MALL BULKHEAD FREDERICK J. GOGLIA ARCHITECT, NCARB, OP SURE 300 ST, LOUIS, MO 63146 1950 ROAD, FEL (314) 415 -2400 FAX 0314) 415 -2300 wwwsrcv.com MALL BULKHEAD 3/4" ALUMINUM / SUPPLIED EVEAL REVEAL BY G.C. AND INSTALLED - + 13' -7" A.F.F. + 13' -7" A.F.F. 3 5 8" 20 {;A MTL. STUDS / ®16" O.C. TO STRUCTURE ABOVE + + - - -- 3 5/8" 20 GA. MTL. STUDS / @ 16" O.C. TO STRUCTURE ABOVE + + ++ - -- ° / �� , 1••. + + y I � i ~ B.O. MALL BULKHEAD NEON SIGN TRANSFORMER - G.C. TO INSTALL J -BOX, TOGGLE DISCONNECT SWITCH AS REQUIRED FOR SIGN INSTALLATION, SEE ELEC. DWGS. + + + +: + + + + II I + + � Lin, :I .: B.O. MALL BULKHEAD �" 3/4" 3/4" CLEAR ANODIZED ALUMINUM /� 1 / 2" PACE+ 3 5/8" 20 GA. MIL.---------4'. STUDS ®16" O.C. r - - -� r x REVEAL - SUPPLIED AND INSTALLED BY G.C. / © (I " & M W m CO w 0 fi (/] g J Q W Q W 3 5/8" 20 GA. MIL. STUDS 16 O.C. [ 1 + + 1 11 I o 1 IN j c II ,' i a i ` 4 + 11'-0" - 0 A.F.F. B.O. GYP. BD. CLG. t -4 1/4 FROSTED TEMPERED GLASS 1 /2" PACE PANEL 0/ 5/8" GYP .BD. 0/ 3/4" PLYWOOD BACKING © + 11' -0 A F.F. B GYP. BD. CLG ■ ■ ■ ■ 1/4" FROSTED TEMPERED GLASS PANEL 0/ 5/8" GYP. D. 0/ 3/4" PLYWOOD BACKING + 10' -7 1 /2" A.F.F. ...,• ■ IL + + :� 1 i 1 1 + __ wwww,� + + i + + I I p �6 I �� � � C: 0-.. _ I P -6 I ' ►..� , 91 „ - + '" -7 1 /2 A.F.F. 1 �..... ■ J. .,. ... © — , - . __ _. ,._� __ -- _ • ■ • � • B.O. GYP. BD. SOFFIT di m B.O. WD. PLANK SOFFIT 1 I P -6 I rr r CEILING MTD. EXIT LIGHT - SEE LIGHTING PLAN FOR ADDffIONAL INFORMATION 1" DIA. PUCK " 1 D IA. PUCK ALUM. GLAZING CHANNEL 5/8" GYP. BD. FC -8 PAINT 1 P -4 " D1 " POSTER TRACKS, (3) PER BAY - SEE LIGHTING PLAN. — „ 6 „ 6 „ 1 -1 1'-0" FIXTURE -- SEE REFLECTED CEIUNG PLAN. ' STYLMARK #110359 WITH MODIFIED (5/16") LEGS ENTRY DOORS & 3'- 5/8" 3' -10 3/4" 3' -10 3/4" "A1 FIXTURE -- SEE REFLECTED CEILING PLAN SUPPLIED INSTALLED BY G.C., SEE A0.1 FOR ADDMONAL INFORMATION COM COD veD LEASE LINE ■ - � 1/2" THK. PIN MTD. PVC /PLEX SILVER LETTERS SUPPLIED AND INSTALLED BY SIGN 1 0 qi/ 0941# �I 1 LEASE LINE I DOOR PULLS, SEE HARDWARE SCHEDULE 1/2" CLEAR TEMPERED GLASS VENDOR, TYP. - BOTH SIDES OF STOREFRONT. SEE 9 2' -6" EQ I �EQ WOOD PLANK' FC -8 I �- 1 1/8"x1 1/8 CORNER GUARD r 1/2" CLR. TEMP. GLAZING 1 "H DOOR DOORS SC- HEDULE SHEET A0.1 FOR r ___ 1/2" CLEAR TEMPERED GLASS - BUTT JOINT WITH MAX. 1/8" GAP BETWEEN PANELS (NO SILICONE) 1 P - 1 o 1 In DUPLEX RECEPTACLE, SEE 1 1 ELECTRICAL DRAWINGS CLR. ANOD. ALUM. METAL CLAD SUPPLIED & INSTALLED BY G.C. 6" H. CLR. ANOD. ALUM. BREAK MIL. CLAD FLUSH TO WD. PLANK SUPPLIED & INSTALLED BY G.C. SEE 6 1 I 6 CLR. ANOD. ALUM. 1 BOTTOM RAIL, TYP. " ,r.. • 1 .w�.► ■ I ■ BASE INSTALLED BY .I B -2 1 I . MALL FLOORING BY G.C., I(,, I ■ r COORDINATE WITH LANDLORD — -- BOTTOM DOOR RAIL AND PIVOT SUPPLIED & INSTALLED BY G.C. 1144...0 1 1 P 1 „ + 0 -0 A.F.F. _ . w STOREFRONT AND SALES AREA • d • . a 4 • 1AALL FINISHES . .' a "4 . d v d FINISH FLOOR I . RECEIVED 1.. v - . �' • . • • y STBREFRONT AND z r. SAES AAEA 1 . d FINISH FLOOR MAIL FINISHES +I Q - v n. 11 . A .. CITY OF TUKVVILA v • d ^ b - • .. APR 0 2008 API\ 2 • PERMIT CENTER Cl A �1 v - d d ^ 4 1' -o„ .. / , SECTION AT WINDOW 1"=1 2 SECTION AT ENTRY 1"=1 1 _ _ LEASE LINE MALL BULKHEAD SHOWN I I I re r4 I I Pp II PA ‘° rA IP4 ,/ • tAr1461 ■ D O D ee FC 1 5/8" I 11 + -8 SHADED , :: _ - PLYWOOD ::/8 " AT PUCK LOCATIONS ° 1 METAL STUDS _ i - __F__ _____ 1 ' ' \ \ B.O. MALL. BUtXHEAD I V � NEUTRAL PIER BY LANDLORD SHOWN SHADED LEASE LINE CONT. F.T. . = _ _. • ANODIZED ALUMINUM SCRIBE WD. PLANK TIGHT TO BASE LAMINATE TO BLOCKING WITH _ i _ 1 _ i___ 1 - t° I I ( SEAL GLAZING TIGHT TO 1 2" / _ ADHESIVE. INSTALL PRIOR TO GLAZING CHANNEL REVEAL TO BUTT INTO TOP OF BASE CLAD CHANNEL 5/8 PLYWOOD MTL _, 336, 7 N- - --;., , , i ^ '= GYP. BD. 0/ 3/4 BACKING 0/ STUD FRAMING �r_r�r.r rrr�r�r�rf 2 I �� � r� . ALUM. PUCK & SPACER SUPPLIED & INSTAU_ED BY j I I Ill - CLR. ANODIZED ALUM. SUPPLIED & INSTALLED BY G.0 • � 1 /4 FROSTED TEMPERED GLASS PANEL 1/8" LL. TO �` �i� � ..Y. FORMED BE "HEMMED" r TO GYP. 1 I4 1 ° DIA. PUCK INSTALLED 1/4" FROSTED WOOD BLOCKING BREAK MTL - EDGES TO AND INSTALLED TIGHT BD. AND REVEAL. SUPPLIED & BY G.C. GLASS ii BLOCKING AS REQ'D SECURE TIGHT TO FINISH / � 2 F.O. BEAD I I FLOOR Dg ......0 (lip • 1/2 SPACE A PLYWD. FIRE TREATED CKING 0/ MIL. FRAMING TRANSOM, TYP. 1- NOT USED 12 RIGHT SID J a� SIGN BAND 3 " =1' -0" g BREAK METAL BASE 6"=1'-0" 6 BULKHEAD DETAIL THUMB MTD. IN 2 GLASS RAIL & POINT PER PLANK FLOORING ANOD. ALUM. RAIL CLEAR TEMPERED FLOORING, CLOSE TO 44W AM. � PLYWD. FRAMING WD. Haa, BY TYP. If-- BLOCKING 1 -TURN BOT. RAIL TYP. OF OF PILOT POINT BOTTOM RAIL 1/8" L.L. TO A 3/4" FIRE TREATED \ BACKING 0/ MIL , WD. � � 2 / F.O. BEAM . OF ENTRY 2 5 8" 1 DOOR 1 /2" CLR. TEMP. SIDELTTE - • _ _ : i� 1 /2" SPACE COM PAINT GRADE BLOCKING, PATCH I / � - - -= CHANNEL AND BOX BEAM PAINT' P-6 I � I I - = ' OF PIVOT TYP. 1/4" FROSTED TEMPERED GLASS PANEL i i / \ - _ 1" DIA. CLR. ANODIZED ALUM. PUCK & SPACER SUPPLIED & INSTALLED CORNER BEAD � �C� ' a � " ~ i'....' - i CONT. SOLID F.T. WD. BLOCKING � I � --- � ` -1 / ../ 2, 4- csi j— X I END CAP, 1 111 �� �� 10' -T 1/2" A.F.F. B.0• WD. PLANK SOFFIT CLR. BOTTOM i _ .. . . POLISHED ALL EDGES, i1�_ ■ P „ " _�,�' 1 ' ++ + + + ■ '\ � \\ �� \` � DUST -PROOF STRIKE, I .. ' : ' _. " 1 — 2 / " L 1 /2" GLASS MALL 3" YI . BD. 5/16 � _. _ __ i„ fff 1 FC -8 1 GLASS NAILER BLACK SHEET TYP. LOCATE AS REQUIRED THUMBTURN LOCATION CYLINDER LOCK s WD. PLANK O /PLYWD. 0/ 5/8" GYP. BD. ALUM. GLAZING CHANNEL SECURE GLAZING W/ STRUCTURAL SILICONE STOREFRONT r I ALIGN) r�I 1/2" CLEAR TEMPERED ® � P ®\ ' AN ;� % 1 ;4 DOOR SWING (,U �. ss \ • aPR' 70 METAL CLAD BEYOND 5 1 $ — 1/2 CLEAR TEMPERED GLASS DOORS - SEE A0.1 FOR DOOR SCHEDULE ALUM. GLAZING PATCH . RRING CHANNELS O — F ITTING BEYOND ,. s _ tJ ,. DOOR PIVOT 1 SIDELIGHT 6 " =1' -0" 11 INSIDE CORNER 6 " =1' -0" S DOOR HEAD 6 " =1' -0" 5 TYP. GLAZING CHANNEL @ HEAL - _ _ _ m iltihi. OF RAIL LEASE LINE I11I ° � I 3" SALES AREA STOREFRONT ENTRY DOOR. SUPPLIED & INSTALLED BY f - f.- TYP. .•' MALL SHEET A0.1 LES AREA FLOORING 3 5/MAL DS �� Mri F 8 CLR. ANOD. ALUM. BREAK METAL CLAD BEYOND SILL PROVIDED & -__________________ WOOD PLANK �'� %1111 INSTALLED BY G.C. 1/2 CLEAR TEMPERED GLASS WOOD PLANK FLOORING - IP , _ . _ 5/8" GYP. BD. mollreillr I F.T. WOOD BLOCKING I �i l ir ��1��1 " ' / 'I ER MANUFACTURER PROVED LEVELING COMPOUND TO ENSURE SMOOT H TRANSITION SLOPE (AS MAY BE REVD BY SITE CONDITION) STOREFRONT SILL BEYOND • c SALES AREA FLOORING OVER MANUFACTURER APPROVED LEVELING SMOOTH TRANSMON SLOPE (AS MAY BE REQ'D BY SITE CONDITION) �� PIER BY SHOWN ' FC -8 5 /8 THK. HOR. WOOD PLANK A ° r . l t ' I � CLR. M ANOD. RA ALUM. BOTTOM RAIL YTT JOINT 0 � 6"H BREAK MTL CLAD, SEE 6 3 5/8 METAL STUDS ��• ► �"rr F—LEASE LIN BOTTOM PIVOT °- 5 8" PLYWOOD SHEATHING " 1 2 CLR. TEMP. GLASS SECURED TO d _ _ ~ "A ' I ' \ % %\ V ' \\ � r � — 1 SILL ANCHOR AS REQ'D CLOSE MALL FLOORING TO ALIGN SCHLUETER STRIP O G TO MFLO N A / � � + D -0 A.F.F. LI MALL FLOORING, CLOSE 1 /8" TYP. ■• _ -r�� _�'/I� RECEIVED APR 0 1 2008 PERMIT CENTER � � � :w/ ��- v mN /_A BB � FINISH FLOOR � ° d • o - r 4 ° n ° A . \ ... _ ° ' - a 4 a a : . ° - °_ - ���� CONT. F.T. WOOD BLOCKING FORMED, CLR. ANOD. ALUM. d d • TO STOREFRONT .. a • -a - . . q a - . ©• . q . . 4 .. - . 4 . v 4 - - • 4 A (E) CONCRETE SLAB BREAK MTL CLAD SUPPLIED BY 7 1/4 G.C. - ADHERED TO 5/8" GYP. BD. -ALL EDGES TO BE "HEMMED" AND FINISHED TIGHT TO REVEAL 9 AND GLAZING CHANNEL SALES AREA M (E) CONCRETE SLAB vg 6 "= V - 0 " RIGHT SIDE JAMB / NEUTRAL PIER " =1' -0" O 6 " =1' -0" 6 " =1' -0 TYP. BOTTOM RAIL _ TYP. DOOR THRESHOLD - _ 7 OUTSIDE CORNER _ 10 r 41` SOLID WD. BLKG. SECURED TO WALL FRAMING, BY G.C. 2 1/2 O.D. MTL PIPE W/ 5 Q.D. WD. CAP, PREFINISHED TO MATCH LETTERS SCUD WD. BLKG. SECURED TO WALL FRAMING, BY G.C. a CABLE TO BE LOOPED TO EYE BOLTS IN BRACKET FERRULE TO BE PLAC ' AS CLOSE TO EYE BOLT AS PO ' :LE (LEAVING SMALL LOOP). B • ► TO ,. ° 3' -6 a / 5/8' THK. ALUM. COVERP LATE, TO MATCH PIPE OF 0 0 ., '- 1 MTG. PLATE W/ /4 - i IL ESCUTCHEON, PREP' "ucurn rn unrru - I 3' -0" ; j HAN 1 /2 BELOW BRA 4 a f I� LETTERS. I I �2 0 0 a a / ,r ' tail ' U ° f1) ,1 I II 1 I II ■ . 2-1 /2" O.D. MIL PIPE W/ 5" O.D. WD. CAP PREFINISHEO SILVER© r ; cio D al ' % , AS,/ , /� it ! , � i � • ■��■_� "g ' LOGO (PER" ARTWORK) 10" I1IIII1E1111I11111 :1111 111111 GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 SIGN � © C � , j % f c' 1: r �' r1s f % r y r r r �' �,: ,�i yy ® 1 /4 THK. PVC NOTES : INSTALLED (AT © © � EQ. \ 1 1 /4 y 1 /2 PVC PAINTED PMS 877 C, TYP. SITE) BY EQ. A LETTERS / r LOGO R ARTWORK) 3' -0" FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, Surma 300 5T. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415 -2300 www.arcv.com 1 1/2 TT-IK. CHAIN -HUNG PVC SATIN OD. ALUM FRAME ,° 11-1K MEDIU CHANNEL NEN5FIY FINISH CKGROUND SA ANODIZED L B OVERLAY (MD0), KEYNOTES COL , - S : AL UM. NEL A B SIGN COL - S : O P 3/4 a ACRYLIC PLEX W/ DUSTED VINYL BOTH SIDES 1. LEI IIRS TO BE PIN MID. 2. SIGN LETTERS SUPPLIED AND SIGN VENDOR. S (PANTO • SILVER) PMS #877C W SATIN, WHITE MDO BACKGROUND SUPPLI : & INSTALLED BY TENANT'S SIGN VENDOR. S (PANTON ILVER) PMS #877 0 (PANTONE ORANGE) PMS #158, VERIFY W/ GYM. C.M. SUPPU & INSTALLED BY TENANT'S SIGN VENDOR. w el CO z W O Z O ¢ 0 W g J A a J IQ Q Q Ce 2 Ill Ee CO I— w %- Z co z W Q OT USED - 1 INTERIOR WALL SIGN 1 v5-' =1' -0° 9 _ - LADE SIGN ALTERNATE 1 1/2"=11-0" =LADE SIGN DETAIL �� �� 1 1/2, -0 - _ MALL BULKHEAD (WHERE OCCURS) OVER 3 5/8 x 25 GA. METAL 24" O.C. MUD & TAPE + 8' -0 A.F ". MALL BULKHEAD SHOWN SHADED 1 T.O. PANEL & S •'''ALL 4 ' -8" 1' -8" 4" i 3/8" /I/ / 40 I 1 ! _ ; , ' ' -1- _ ' • 2 1/ • ( � �:,! • V I ' , I 3" • \�'£ $ —e 1/2 A // (E) MTL. DOWEL SECURED TO LETTERS FASCIA WITH SAME AS LETTER. / i VI SQUEEN & PLYWD. FINISH -_.._ C, GYP. BD. STUDS. AT JOINTS TYP. _ SIGN PK HOUSING AS PER LOCAL CODE. CAN LETTERS PAINTED GREY SECURED GLASS PANEL BACK 2 SHTG. ' WHITE NEON TUBES TUBE SUPPORT A SEE SEC. 1/A5.2 FOR DIMENSION SMOOTH FINISH. 1 P-4 1 ELECTRODES, RE �---- ALUM INUM METAUC THROUGH TO PLYWD. X 12 MM r - -� 8' -0" 25 GA. METAL STUD BOTTOM STRUTS AT MAX. SECURE BOTTOM SANDBAGS AS REQUIRED. , WHERE OCCURS uji'2 6 —j / , � , , ,, ,, ; �,' . , � � � . '+ ,'�'� �,,, , ,, � 'i 1 • vcgsVinik*OSrs v wtIMatani S • /2" C► OUIT ` ' • ,CON NEET • LOCA11ON 4 '' ° , , y, �) , i IN 3 5/8 x „ � BRACING AND 10' -0° OC .. w STRUTS W/ ce ' „ Z V = — _ Fs - z NEON / .+ r v f W I 0 O t o O , o IX Q L++ Q k7..... TRANSFORMER INSTALL BOX FROSTED TEMPERED GL ASS a .BD. 0/ 3/4" BACKING A I SIGN TO J- ° -1 - ` LEASE UNE, 0UNTING POWER HOLES CONNECTION HOLE B II -;- -;- _;_ _ 1/4 PLYWOOD �3' -0" MAX ` = N _ N (/] LLI 0 4i I 0 Ul C. N 0 o cit 1-7 II O ON OFF SWITCH OF ON/ OFF UNE VERIFY W/ MANAGEMENT ,/, r iiisi, r1i rriir.1riir�riirAIMON "L LEASE LIGHT PAW 0 BE CENTERED OVER : • • • 1/2 CONDUIT CONNECTOR W /8' -0 WIRE J -BOX, SEE ELEC. DWGS. BARRICADE SECTION 1/4 " =1' -0" 8 ' 3/4 " =1' -0" STOREFRONT SIGN SECTION 11/2 " =1'-D" 2 OSTER LIGHT PANEL DETAIL _ _ NOT USED 11 _ / 7'--11 1/2" MIN. / e ® f � � ito �O 0 c3D � ®� fY J z 0 p?9 ' 3 11�� CM It° ® PAIR (WHERE DEADBOL - 3' 7' -0" DOORS FOR ACCESS IRS). PROVIDE AND INSTALL CK AND PAINT �, w EE STOREFRONT ELEVATIDI 1 -6" `' �: i \. t� %. L o rs er 't r � � 1 L t� r� c �' \ i LEASE LJNE WHERE OCCURS - RETURN BARRICADE TO NEUTRAL PIER, TYP. = 1 °' o c VARIES WITH MALL REQUIREMENTS 1 7' - 6 a [[ EQ ' [ Q• y 7' -6" y-Q � -� le J /� /I r 1...., 1...., V 5-1 `- V l� L V rs ` J 1/4" CIR. TEMP. GLASS PANEL / i >I; @i 'y;# y ' xS i # , •` s 5 , : . , � ; i x , . <w •' a \ \ \ "0 - \ / / , \ / ``fly' +`�`i< ::: -.- 5-.M:. 1 i n - xt , y d �: F xY €i I i �! '. u ,,,,.;.y ` . ' i ,, .' �r „o - iv p 4 G-,z NOTES: V1 V V L L V W BACKGROUND. SIGN CONTRACTOR TO COORDINATE HOLE LOCATIONS FOR SIGN INSTALLATION W STOREFRONT VENDOR. / , + ;' ; , i ;� }� 0 ' a \f: ,.; iI TECT `J / , a O I p .y', h • 7 � E a WASHING ON '',•° fi �7 9 t;' yVt�S(lit� a SSS 1. CONTRACTOR TO VERIFY WITH MALL MANAGEMENT ALLOWABLE FINISH SIZES OF BARRICADE. 2. ONE LAYER OF 1/2" HOMOSOTE TO BE PLACED ON THE FLOOR BETWEEN THE LEASE UNE & BARRICADE. CONTRACTOR TO VERIFY REQUIREMENT WITH MALL MANAGEMENT. ON BARRICADE GRAPHIC REQUIREMENTS ESPECIALLY CLEARANCES IN MALL CORRIDOR. "' _ —„• O O SIGN CONTRACTOR TO PROVIDE STOREFRONT VENDOR WITH TEMPLATE DRAWINGS TO DETERMINE HOLE SIZE AND LOCATIONS FQR GLASS PANEL FABRICATION. " ° LOCATION OF 1 1/4 HOLES IN LOCATION OF .625 HOLES IN CLASS PAN EL FOR ELECTRICAL GLASS PANEL FOR ATTACHMENT OF FEEDS. G.C. TO OBTAIN TEMPLATE SIGN. G.C. TO OBTAIN TEMPLATE FROM SIGN MANUF. FROM SIGN MANUF. © w-- -- - I P - 4 1 � 3' -0" 3' -O" EQ. / NOTES : O SIGN NEON COLORS : SUPPLIED D EQ. STOREFRONT BARRICADE & �+ SIGN DETAILS ANDRIINSTALLED LANDLORD 28 -0 " LEASE LINE TO LEASE LINE V.I.F. / 1. LETTERS TO BE 16" H ALUMINUM REVERSE CHANNEL LETTERS W/ COLOR SILVER. ALL LETTERS TO BE WHITE NEON. RECEIVED ALUMINUM CAN LETTERS TO BE PAINTED METALIC GREY. CITY OF TUKVVILA 2. SIGN LETTERS SUPPLIED AND INSTALLED (AT SFFE) BY SIGN VENDOR. APR 01 2008 .v PERMIT CENTER :I SHEET NUMBER: A5 •4 BARRICADE ELEVATION 1 /4 " =1' -0" • 1 " =1' -D" 1 STOREFRONT SIGN ELEVATI _ _ 7 ICBO T #2244 OR EQUAL 1/2 EMT — RUN TIGHT TO STRUCT. ABOVE / (E) STRUCTURE 4 13' — O" A.F.F. � (4' -0" MAX. FOR 1/2" 0). SECURE SUPPORT WIRES TO EXISTING STRUCT. OR STUD INF1LL 8 G A. VERTICAL HANGER WIRE 0 48" O.C. ± -E. g If D le , TOP CUP 0 MECHANICALLY FASTENED I (MECHANICALLY FASTENED) : r : _ �.�.4..... •w i.. s',. B B.O. GYP. BD. SOFFIT 3 5/8" MIL STUD 5 PER MFR RECOMMENDATION ANGLE BRACKET ALONG FRAMING 3/4" EMT — BUTT TIGHT TO 1 5/8" METAL 1 P -6 1 SPRING CUP 0 .-- 1 ;+ + I ++ 1 P -6 FRAMING @ 16" O.C. k 8 GA HANGER WIRE 0 48" OC BULB CUP (MECHANICALLY FASTENED) JOIST FRAMING DRILL 5/32 HOLE FOR 1/ BOL AND &WITHIN 6 OF END OF CARRYING CHANNEL MIL CHANNEL CUP OR HANGER — F.O. . GYP. . P 61 YP BD WALL 3 P -4 4 v i I � COMPRESSION LOCKNUT AFTER CEILING SYSTEM IS LEVELED - 7 1/8" o 2' - 0" WIRE POST 45' MAX. - - - ' ' 45 MAX. NOTE: STRUT & BRACING SHALL BE NO MORE THAN 2" FROM CROSS TEE INTERSECTION. 12 GA. HANGER WIRE NOT REQ ' D INSIDE STRUT. . � SEE SHT. A3.1 t 1. FLUORESCENT LIGHTING, STRIP — L1 SERIES FIXTURE 5/8 GYP. BD. SOFFIT GYMBOREE CORPORATION 500 HOWARD STREET 5AN FRANCISCO, CALIFORNIA 94105 1-1/2" CARRYING CHANNEL ® 48" OC AND WITHIN 3 OF WALLS (SPACE 24 OC FOR FIRE RATED " CONSTRUCTION)—PROVIDE 1 " CLR @ ABUTTING WALLS AND PARTITIONS 7/8" CHANNEL 0 RIGHT ANGLE TO CARRY CHANNEL AND SPACED 24 "(MAX WIRE .) O. SPACE FURRING WITHIN 3 OF WALLS AND PROVIDE 1" CLR 0 ABUTTING WALLS AND PARTITIONS + 11' -0" A.F.F. 0 ,, h, \ � FREDERICK J. GOGLIA PH. (344) 415 - 2400 FAX (314) 415 - 2300 www.ercvcom (SEE REFLECTED CEILING x PLAN FOR FINISHES) I WALL ANGLE FINISH ANGLE 45' MAX. MAIN 1-0 0.0 CAD RUNNER — � 45' MAX. I P -6 0 t ,_ _. , - .. • w - - ... - . , . A Bp_ GYP. BD. CLG 5/8" GYP. BD. CEILING (SEE REFLECTED CEILING P6 , PLN FOR SHESI I 5 " TRACK LIGHTING — SEE LIGHTING PLAN CROSS RUNNER (4) GA. SPLAY WIRES SPLAYED 90' FROM EACH i iii a +< * J r> - — T1 —O BE. --- -12 — OTHER AND 45' (MAX.) FROM CEILING PLANE 0 12' -0" NOTE: L/R = RATIO NOT TO EXCEED 200 O.C. EA. WAY & WITHIN 4' -0" OF EA. WALL $ CEILING F. O. GYP. BD. WALL OF FIXTURE P -4 w M m ��/p� _ ♦ V Z w O ...I ..I Q 1 C) 0 1 9 C --I SEISMIC CEILING DETAIL A N.T 9 1 3 "" =1 " -0 "" 6 TYPICAL PERIMETER COVE 3"" =1 " -0 "" 3 TYP. GYP. BD. CEILING ASSEMBLY w - s �- � _ _ �.��� HANGER WIRE BEYOND SEE ' COLD CHANNEL STIFFENER TO CARRYING CHANNEL PLYWD. BLOCKING MIL. ANGLE CUP SECURED & PLY WD. BLOCKING THICK CONT. PLYWD. CHANNEL I AND PACED 0.C. SPACE FURRING 3" OF WALLS AND PROVIDE 0 ABUTTING WALLS 6 ��� REVIEWED �O ®E '�O�PN�� APPROV APR e 3 FOR 2008 RECI'D TOILET ROOM / STOCKROOM FACE OF PARTITION WHERE .., DOOR — REFER TO DOOR SCHEDULE I / / ALUMINUM VINYL 0/ COMPOUND F THRESHOLD COMPOSITION TILE I CONC. LEVELING OCCURS 4 ° 4" (MIN - • U.O.N.) TILE FLOORING 0/ THINSET 0/ W.P. MEMBRANE 0/ (E) OF/c_(6E) I I � � / / / / / r� / �� / �/ AAA / y f/ WOOD DOOR WOOD BLOCKING & SHIM FC -3 1 STOCKROOM OR CORRIDOR SALES AREA AND City Of Tukwila CONCRETE SLAB �, r , .. ~ i a•••••••••••••••aaa ■a ■ ■ ■ ■ ■ ■aaaaaaa •I•14111111••••••• a 4 ° v 4 a a a • n A ■ � _ W ill � h��i � / � ADD AND C ONT. T CHANNEL „ 7/8 ' SECURED 1 V.C.T. TO TILE "" �" 6 =1 -0 5 "MI 0 - IN I �� � '� • ' GLUE —DOWN WOOD _ FLOORING I FC S I TO RECEIVE MASTIC. TO SCHLUETER G.C. TO PREP AS FLOOR SCRIBE F.O. SCHLUETER PREP AS REQUIRED FINISH TIGHT TOILET ROOM STOCKROOM ( BLOCKING DOOR — REFER TO DOOR SCHEDULE I VINYL \ � 2 f TO 24 "(MAX.) WITHIN " 1 CLR PAR1TIlO 2% SLOPE MAX COMPOSITION TILE 1 FC -31 A.D.A. COMPLIANT ALUMINUM 0/ CONC. E) CONC. LEVELING COMPOUND SLAB, G.C. TO PREP TO RECEIVE FINISH ��r " •° -- WATERTIGHT TRANSITION STRIP SUPPUED Sc INSTALLED BY G.C. A I I .. - • . '''\ \ � a _ • v • p • .• a a r AS REQ'D FLOOR � �� a SHEET FLOORING 1 FC 4 ( 0/ CONC. LEVELING COMPOUND 1 1 — : —� PARTITION j —=q w w i _M rr r.�rrrrrrrrr.r�i�i�i� DOOR FRAME AS (E) CONC. SLAB, SCHEDULED TO RECEIVE FINISH - '-:'; -:-.:•;- ::•3„.. •,:-.:..�•; .. , ,.; ;•;:.t-.7: .. :.�� =.. .. ----, ---.;:- • - ..f":-...:-: • i 4' -0" MAX. B.O. GYP. BD. CLG. • ° a v . � ' v Q . 1/8" 5/8" P -6 1 GYP. BD. OOD DOOR JAMB /HEAD 6 "'-1 " -0 "" ' I 1 3 " " =1 " -0 "" V.C.T. TO VINYL 6 ..=.1.-0.. 5 V.C.T. TO WOOD - _ CEILING BLOCKING DETAIL J.....,„ ` .. FACE OF PARITIION WHERE r �r�rrr. - ►`,_ TO INSTALL MAPLE SLATWALL 0/ 1X3 WD. FURRING STRIPS SHEATHING 0/ 5/8" GYP. BD. is 1 , 1 •" - ::. • • "- • - • TO MATCH SLAT WALL OCCURS -- U.O.N.) f RATED HOLLOW 4" MAPLE BASE B 2 CLEAR SEALANT CONTINUOUS ALONG TOP &BOTTOM. DOOR FRAME 4" (MIN METAL DOOR —SEE DOOR SCHEDULE DOOR (E) SERVICE CORRIDOR EXIT CORRIDOR SEALANT TO MATCH FINISH FLOOR Ob0q Lid • HOLLOW METAL OR STOCKROOM § JAMB BEYOND THRESHOLD, SEE DOOR/ SCHEDULE HARDWARE VINYL COMPOSITION TILE r N - -- - .: - I 0/ CONC. SLAB �� GLUE —DOWN WOOD FLOORING1FC-81 1 i RFC -31 GLUE —DOWN WOOD FLOOR SUB—CONTRACTOR , WD. ft S.S. SCHLUEIER STRIP — "SCHIENE" — SHIM UP LEVEL AS REQUIRED `� i I I _ a I- I I 1 I I f (E) CONC. SLAB, G.C. TO PREP AS REQ'D TO RECEIVE FINISH FLOOR FLOORING I FC -8 I SCRIBE F.O. SCHLUETER 3 5/8" MAT FC -5I 0/ CONC. PHILLIPS —OFF �� NG COMPOUND CONC. SLAB, G.C. - • PREP AS RE 'D 4 • a I� . .. p a a A A ° NO. 10 1 FHWS, II /4 „ 2 " (E) SLAB, CONC. SLAB G.C. TO PREP AS REQ'D TO RECEIVE FINISH FLOOR RECEIVED CITY OF TUKWILA APR 01 2008 PERMIT CENTER (E) Q TO RECEIVE FINISH FLOG' PARTITION x -1/2" (FACTORY PROVIDED) HOLLOW METAL DOOR JAMB / HEAD 6"=1 6"=V-0" 6"=1 WOOD FLOOR 6"=V-13" OOD FLOOR TO WALK -OFF MAT _ _ _ 10 THRESHOLD @ SERVICE DOOR _ 7 1 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 0 4'--O" O.C. C. CAUTION! WHEN USING STUDS MANUFACTURED BY A COMPANY OTHER THEN USG, VERIFY : NECT DEFLECTION TRACK TO STRt TORE W/ (2) - #12 SCREWS 16" O.C. FOR M " L 6 18 GA. DOUBLED 8 D ----.■••••#) O D O UNDERSIDE OF FLOOR OR ROOF ABOVE MAINTAIN 6" CLERANCE FROM BOTTOM OF DECK AT I DEMISING WALLS. DECK INSTALLATION MIL. STUD LEDGER 3/4 CDX PLYWOOD MANUFACTURERS STUD STRENGTH AND LIMITING HEIGHT. ADJUST GAUGE AND MAXIMUM HEIGHT RECOMENDED BY MANUFACTURER'S CURRENT PRINTED SPECIFICATION. Stud Stud Stud Stud Maximum Width Type Gauge Spacing Height 1 -5/8 158ST25 25 16" 9'-6" 8 2 25 24 7 �-3 2-1/2" 212ST25 25 16" 12'-6" 212ST25 25 24" 10'-9" 212ST22 22 16 " 13'-0" 212ST22 22 24" 11' -6" 1 1, 212ST20 20 16" 14 —0 212ST20 20 24" 12' -3" 3 -5/8" 358ST25 25 16" 16' -0" 358ST25 25 24" 13' -6" 16" 1 358ST22 22 16 17 —3 3585T22 22 24" 15' -0" 358ST20 20 16" 1$' -3" �� 1, 358ST20 20 24" 1 -O 6" 600ST25 25 16" 20' -0" 600ST25 25 24" 15' -0" 16 GA TYP 3 5/8" MTL TRACK ANCHOR TO i UNDERSIDE OF (E) STRUCTURE AT 24" O.C. MAX. ^ ~` 1 1 6" 18 GA. DOUBLED MIL STUD HEADER " " CONTINUOUS 1x3 WOOD STRIP AND 12 FROM EA. END. 6 18 GA. MIL. JOIST ®16 O.C. Ill ME55-1ZMEWAIM SAFlNG MATERIAL ,&� �/// I �j� ,� 1 s GA TYP 3 5/8 MTL STUDS SPACED 24 O.C. 5/8" TYPE 'X' GYP, BD. AT BOTH SIDES OF METAL STUD FRAMING. SECURE TO MTL FRAMING W/ 1"(L) 'S' 1� �„+ i r r r1' 1 ° 8 -0 A.F.F. wi SEALANT W BACKER ROD / GYMBOREE CORPORATION O ORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 1 LAYER TYPE "X" GYP. BD. 1 /2 DEFLECTION SPACE (DO a 411.°1 " NOT FASTEN RUNNER, STUDS, OR ' 1 VILIJ:'d,4i►�d,�►�dh�d►4_u�i�i 21�� _ B.O. GYP. BD. CLG. ° 3 5/8 16 GA, MIL. STUD HEADER ON TOP OF 16 GA MTL STUD TRACK �� .._4116.2" ~1 II , : ° 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/ HIL11 DS SERIES POWDER ACTUATED PINS. COMPLY W W/ ICBO #1632 s == 1 3M FIRE Y 1 BARRIER CP25 1 OR APPROVED EQUAL SEALANT FASTEN MIL. STUD TO RUNNERw01 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP CRAIG ROAD, 300 91 €6146 PH. 13141415 -2400 FAX (314) , -2300 www,arcvcom 5/8" GYP. BD, TYP, SOUND ATTENUATION - RUNNER TRACK INSULATION AS REQ D 5/8" W.R. GYP. BD. TYP. THROUGHOUT TOILETROOM INTERIOR . - I - BASE TREATMENT, REFER TO INTERIOR ELEVATIONS. i i 1 , ` PLUMBING ALL WHERE OCCURS FOR FINISH FLOOR - REFER TO FINISH SCHEDULE. `� ASSEMBL • ER U.L NO. HWS -0008 ASSEMBLY PER U.L NO. U465 EXISTING DEMISING WALL w M CO Z W O (!� - < I tt STUD GA. LIMITING HT. SCHEDULE N.T.S 12 - A TED DEFLECTION TRACK 3 " = • TOILE ROOM DECK 1/2"=V-0" 6 1 RATED PARTITION 1/2"=V-0" 3 _ -HOUR - SIDES WHERE STUD MINT. / UNDERSIDE FOR BRACING 0 TOP OF WALL, REFER TO DETAIL � � _, OF STRUCTURE il ■■■ I' •1•1111 8 DOUBLE STUD ` r 3 5/8 "20 GA STUD W/ ° ° I 1 ICI 1 1 N i' LINE OF CEILING, UNDERSIDE OF FLOOR OR ROOF ABOVE , r TIES TO UNDERSIDE OF SLAB. /� ! / OCCURS 20 GA lYP 3 5 8" DEEP LEG M MTL TRACK ANCHOR TO UNDERSIDE OF STRUCTURE AT 24" O.C. MAX. AND 12" (4} #8 TEK SCREWS / 1 ° o �s I� � a 1 BACKING PLATE � � " FROM EA. END (OR BRACE AS DETAILED IN 5/A6.1). UNE OF CEILING WHERE OCCURS (EXTEND GYP BD. r� W ELDED A � , 4 STUDS © UP TO DECK IN STOCK ROOM AREA) • o � \ 3 • 16 O.C. MIN. (E) ° 3 5/8 20 GA STD LEG TRACK • !' ° 3 5/8", 20 GA STUDS DIAGONAL BRACING TO STRUCTURE AT 4 -0" O.C. A LTERNATE DIRECTION) (4) #8 TEK SCREWS - J W 2 J -r NOTE: n _ w ° DO NOT ATTACH TO DECK. w► SOUND ATTENUATION INSULATION ( REQ'D 0 TOILET ROOM WALLS) DOUBLE STUD 0 SIDES OF OPENINGS � ,4% ��. (1) LAYER 5/8 GYP. BD. AT BOTH SIDES OF MTL STUD CONT 18 GA DEEP LEG DEFLECTION TRACK (1 1/2" MIN. DEEP LEGS). CONNECT TO ROOF STRUCTURE WITH " (2) #12 SCREWS 0 16 O.C. "BOARD. 3/8" LONG 1/16" TYP. ALL FLANGES OF BACKING PLATE TO 16 GA. STUD 16 GA SCREW STUDS WHERE BACKING PLATES OCCUR ` � )111111101,. ' FRAMING. SECURE TO MIL FRAMING W/ 1 "(L) TYPE 'S' SELF TAPPING S I ttL SCREWS PLACED 8" O.C. ALONG EDGES OF BOARD AND 12 O.C. IN THE FIELD OF THE " - Et*. . s IRE 5/8" GYP. BD. 2D GA STD. LEG MTL TRACK W/ HILTT X-DNI 32 P8515 CONT. 3 5/8 X 20 GA. TRACK WITH � (EACH #12 D REW IN EACH FLANGE OF ®3' -O O.C. MAX AND 12" FROM EITHER END. ratille wor III BASE TREATMENT, REFER TO INTERIOR ELEVATIONS. FINISH FLOOR - REFER TO FINISH SCHEDULE. ''''...44..__ LINE OF CEILING - BACKING PLATE 6 x 1 1/4" 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUDS BLOCKING PLATE TYPE .14 "B" 1" LONG 1/16 GROOVE WELD TYP. ® WEB OF BRACING PLATE TO STUD NON V- °" 8 PARTITION BRACING DETAIL 3"=V-0" NON PARTITION -RATED DEFLECTION 5 -RATED c'etd.. ��)� 'o t 4 ; CP 'e # ° pQ 'c� �� �j ® �. - Cl C P® CO � D 0 4„,„ De 1 Ltd FOR BRACING ® TOP OF WALL, REFER TO DETAIL Mk 8 p DOUBLE STUD @ SIDES TYP. 20 TUD 50 GA. MIN. SCREW STUDS 20 GA. 1 III. o Ci. C '- j �_* tl OF OPENINGS UNDERSIDE OF STRUCTURE 20 GA TYP 3 5/8" DEEP LEG MTL TRACK ANCHOR TO UNDERSIDE OF STRUCTURE AT 24" O.C. MAX. AND 12" FROM EA. END. (E) TENANT DEMISING PARTITION OR EXTERIOR WALL (WHERE OCCURS). c BACKING PLATE 6 x 1 0 1/4" 16 GA. TRACK NOTCHED AROUND AND W ELDED TO STUDS BLOCKING PLATE TYPE a o 10 "A" (3) #8 F.H.S.D.S. LINE OF CEILING WHERE OCCURS (EXTEND GYP BD. 1" LONG 1/16 GROOVE WELD TYP. @ WEB OF BRACING PLATE TO STUD TOWEL BASE EQUIPMENT, LOCATION OF SCREWS WHEN UP TO (E) DECK IN STOCK ROOM AREA) (1) LAYER 5/8" GYP. BD. AT BOTH SIDES OF MTL STUD FRAMING. SECURE TO MTL FRAMING W/ 1"(L) TYPE 'S' NOTES; 1. TYPE "A" BACKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, 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. SELF TAPPING STEEL SCREWS PLACED 8 O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD, 20 GA STD. LEG MTL TRACK W/ HILT! X -DNI 32 P8S15 ®3' -0 O.C. MAX AND 12" FROM EITHER END. . , BASE TREATMENT. REFER TO INTERIOR ELEVATIONS. FINISH FLOOR -REFER TO FINISH SCHEDULE. _ L METAL FRAMING BACKING DETAILS 1/2"=I-0" 10 NOT USED NOT USED 4 NON -RATED FURRED PARTITION 1/2"=1.-0" 7 _ DESCRIPTION MANUF GROUP / MODEL FINISH MTG. NOTE: ALL PARTS ARE SHIPPING NOTES: 1' - 0 1/2" PREFABRICATED AND ARE TO BE 1. PROVIDE (1) EA. W.S. TOP PURCHASED BY GYMBOREE. GC TO 2. PROVIDE (1) BUY -OUT PENCIL DRAWER COORDINATE INSTALLATION WITH PM. 3. PROVIDE (2) EA. TOP SUPPORT ASSEMBUES 4. PROVIDE (1) EA. BACK CLEAT MC ,) � TOILET ROOM SIGN TO BE INSTALLED WFTH CENTER OF SIGN AT 60" AFF, CENTERED ON DOOR. 12 1/2' x 12 1/2" ACRYLIC N PANEL WITH GRAY BACKGROUND: �_ — CIRCLE WHITE 12" DIA. " — TRIANGLE BLUE 12 x 12 DUAL ROLL TOILET PAPER HOLDER ASI 0715 CHROME- PLATED STEEL SURFACE 1 1 1 1 ' �-� " : . SOLID IN -WALL BLOCKING SECURED TO STUDS 3 DIA. WHITE GROMMET FOR PHONE &ELECTRICAL. SHIP LOOSE FOR FIELD LOCATION & INSTALLATION. . ,0 r'- DO NOT DRILL. 5 �6'� 42" GRAB BAR SIDE, 36" GRAB BAR BOBRICK --6806 B-6806 S.S. W/ SATIN FINISH SURFACE TOILET - SEAT -COVER DISPENSER BOBRICK B -221 S'S• W/ SATI:::: FI SURFACE 1 1/2 P -LAM IS V BACKER ON P.B. CORE �, PAPER TOWEL DISPENSER BOBRICK B -262 S.S. W/ SURFACE 1 1/2 '— SANITARY NAPKIN DISPOSAL BOBRICK B -270 S.S. W/ SATIN FINISH SURFACE 1 1/4 O.D. , I 31 11 1/2 SOAP ENSER BOBRICK S.S. W/ SURFACE P --L:::;;: . T SAN FRANCISCO CALIFORNIA 1 I I " " TILT OR - 18 X 36 BOBRICK SURFACE �j 2'--9" A.F I ' ` SUPPORT TO BACK T USING 7 8 DOUBOBE BOBRICK B 76727 SSW/ N FINISH SURFACE Y C.L. OF GRAB BAR 2' -4 7/8" MOUNTED TO WORKSURFACE 3 4" MEL 25M, PB C BACK PLACE SCREWED TO ANGLED SUPPORT 6 1 1 GRADE 2 BRAILLE BELOW TEXT FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, Sarre 300 ST. LOUIS, MO 63146 PR (314) 415-2400 FAX (314) 415 -2300 www.arcvcom FRP. WAINSCOT 0/ 5/8" WATER RESISTANT GYP. BD. 1 1 x 1-1/2" F-I ■ � SCREWS TOP SUPPORT SECTION � / 6' 6' AC x ACRYLIC PANEL HANDICAPPED ACCESSIBLE SYMBOL. WHITE GRAPHICS ON BLUE BACKGROUND INSTALL AT 60" A.F.F. ADJACENT TO ENTRANCE DOORS " " 3 H 3/4 PB BLACK CLEAT. _ x SHIP LOOSE & FULL LENGTH TO 3/4" MEL 25, PB CORE ANGLED SUPPORT BE CUT TO FIT IN FIELD. NO TAPE ON EDGES. LONG ANGLE OF JACK PVC EL () O LONG SIDES IDES O F BACK PLATE PVC EDGETAPE MANAGER'S DESK ISOMETRIC C'7 co co = M z O (-9 W d TOILETROOM ACCESSORIES 12 6 " =1' -0" 9 N.T.S. 6 3 " =1' -0" 3 GRAB BAR DETAIL _ MANAGER'S DESK ASSEMBLY _ ADA SIGNAGE �` `.`:� _ �� � � . (n . • ` y =' � - - t1 1 1 , �/ � ` ? 1 1 1 STL ANGLE ANCHORED SLAB AND TO SHELF BOLT F.F. TO (E) " MIN. FINISH JOINT W/ CLEAR SEALANT - - EVIEWED FOR S. DE COMPLIANCE APPROVED APR — 3 2008 PLASTIC J -MOLD TO MATCH WAINSCOT 4' -0" A.F.F. CASTER ARM FLANGE FOR FRP WAINSCOT I . _ 363" 1.117" " 2 — a o.c. TYP. ALIGNMENT INTO WHEEL CHANNEL % AT END / O7 IFRP -1I / / @ SU METAL WALL „2 Lg Z ^ , ^ \ GYP. BD. OVER METAL STUD FRAMING ii I IN ri uZ / L L „g PA ea ANTI -11P ARM SELF DRILLING #12X1" SCREWS - 2 PER ARMI TRACK ANTI -11P II , � I - STANDARD I / 1 A 1 + I ALUM. J -MOLD 1/4 ANCHORS 2 " EMB. 24' O.C. / / I 1 SURFACE - MOUNTED , „ STANDARDS AT 2 -0 O.C. FINISH JOINT W/ CLEAR SEALANT , 1 / I N �( I 1 i SLOTTED SHELF LEG (OR WHERE STUDS OCCUR) C, GA L 1 I I I I SHELF, 1 1 I MAXIMIZE STANDARD LENGTH WH EN CUT ONLY EN REQUIRED SHEET VINYL FLOORING NEEDS TO COVER 4 1 UP WALL 6' I FC -4 1 , H, TYP. WATER PROOF MEMBRANE (BELOW FLOOR FINISH AND UP TO 6 ON WALL) /II Ga C ����/ / // `•4 � ' 4 0/I i .� - I I , % p •' � _ • so ��/ ICJ / / / / / / / / /I / / / /�� /1J • � ��_ I •1 G.C. TO PROVIDE '� BLOCKING IN 1 0 . .. d a . : • a ° . . • I : y • - • . d . • ° A . ' d . . - . . q . 4 ° . . . 4 1 1E0 �/ J .�- i -� . �,• '� STL ANGLE TO CONC FASTENED LE d . ° ° d' , e . ° 4. d - . a _ ° °a .. • . ' CONCRETE SLAB d WALL FOR ATTACHMENT. t Q I N 6.-._______ (E) CONCRETE SLAB 1 � . ° " - " ° 4.871" ,. ,. ' ' ,. ' ■ ~ ANCHOR THROUGH CONC. SLAB _ . _ _ v - .. - • a _ n • A • - • v f / A ELEVATION SECTION \ \ \ B FIXED SHELF INSTALLATION N.T.S '11 MOBILE SHELVING TRACK INSTALL. FULL TYP. SHELVING W/ STANDARDS 1/2"=11-0" 5 TOILETROOM WAINSCOT 8 ADD ' P. & SCREEN MOLDING .` (3) SIDES FROM FINIS �r FLOOR TO ..- L i ' -.� : ' .y , - a w m "x48" SOAP DISPENSER 9 9 "(thk) s __,_MO GYP. TO IM SURFACE MOUNTED TOILET PAPER DISPENSER 1 P-5 1 /4 ANNEAL 1 P -5 - TYP. TYP. CLEAR MIRROR W/ f 1' TYP 8--6" A.F.F. AL RROUND. CONTINUOUS FILLER ABOVE WAINSCOT. CENTER MIRROR ABOVE BASIN. / SHELF 1 1 1 I I" I B.O. GYP. BD. CLG. �" ,- m - -- i /; -- -- r -- - -_ r .`. ■ P -5 1 48 A.F.F. HI -LO DRINKING FOUNTAIN „loll 4 0- °. - r m - 8 n TYP Ai fi WAINSCOT, u 3' -D' u 0 J+9" . u 0 ' \ GRAB BAR 9 1 dr ( ° �� ` 32 MIN. CLEAR FLOOR SPACE CENTERED UNDER LOW \ Q u01 1 � d I o _ a ai A ms's' B O� TYP. i \ II u s —,Z . u0 - ,£ } „6Z / B N.T.S. SINGLE DRINKIN A FOUNTAIN �� r ' .� DRINKING FOUNTAIN UNIT ADD F.R.P. & SCREEN MOLDING ON 1 „CZ 'NIY1 , �- 'NM I FRP —ll I uo_,Z �� I- 0' -0' A.F.F. Ig _e* c = 2' -4' MIN. 1 ►• , N. ., CLR. 6" M TOE ' ` I FINISH FLOOR ' - ` _ "A' 7 ° -9" , WATER CLOSET FC -4 FC -4 e �� , � (3) SIDES FROM FINISHED FLOOR TO 48" A.F.F. - � FC -4 CLEARANCE " SANITARY NAPKIN DISPOSAL F.R.P. WAINSCOT HOT WATER SUPPLY F.R.P. WAINSCOT - COLOR WHITE UNE & DRAIN UNE - COLOR WHITE . 8 MIN. TOILET SEAT COVER DISPENSER / i -+- FRP -1I @ BASIN TO BE FRP -1 1 1 1 " ___ - - I I CLEARANCE SURFACE MOUNTED WRAPPED W/ PAPER TOWEL INSULATION TO DISPENSER COMPLY W/ ADA REQUIREMENTS REQUIREMENTS. ' E GC IS TO VERIFY THAT ACCESSORY LOCATIONS MEET ALL APPLICABLE CODES. RELOCATE ITEMS AS REQUIRED. / MIN. 1 — � /. /�'/�/ N.T.S , . ..KWIL - 1 ' - 3" 1 -6" APR 0 1 �Da$ PERMIT CENTER f ' 7 8 1/2" ' CODE. IF TH DRINKING FOUNTAIN PROVIDE DRINKING FOUNTAIN IF REQ'D. BY IS LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1' w' AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND IS REQUIRED. . BBLER IS TO BE ACTNATED BY A HANDICAP PUSH BAR ON FRONT FACE OF M 3 " =1' -0" TOILET ROOM INTERIOR ELEVATIONS 114° = 1'-0" 4 NOT USED 112 ° =1' -0° 1 RI N K N G FOUNTAIN MD TENANT DISPLAY FIXTURE VENDOR TO SUPPLY ALL SLATWALL MATERIAL FOR STORE, INSTALLED BY G.G. (--- D O Aeo 1/2" FROM OF P 1/2" END FROM NEL 6 EQUAL SPACES OF END EL 7EL •/ FIRST GROOVE SCREW LOCATIONS (TYP.) = , - II 1 G.C. TO INSTALL SCREWS GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 0 EACH GROOVE ALONG PERIMETER OF SLATWALL 4 $' SLATWALL FREDERICK J. GOGLIA ARCHCTECT, NCARB,I9P 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH (314) 415 -2400 FAX (314) 415 -2300 www.ercvcom RE VIEWED FOR C OD E COMPLIANCE APR ®�� APR Dobvitio APR - 3 2008 City Of Tukwila BUILDI DIVISION G.C. TO SCREW SLATWALL TO BLOCKING 0 SEAM ` ' s co ; M LA 7 1c) _ C7 NOT USED 12 SLATWALL SCREW PATTERN 314 ° =1' -0" 8 NOT USED _ - 4 7/8 0 TO i FACE OF GYP. BD. DEMISING WALL (SEE SWEET A0.1 I v. S......f!..':,...:::. ti . •,': .n' `, SF..•+i•. >*;, .. oil' ,i2 :.:,;%:,':?';:::;,..".'.7 ': . ...S:p,:'4.n,• , :.`� ,..l;i+■; , `'1 I SEE SHEET A2.1 FOR DIMENSION PROVI ( 3 1 �. FURRI (POS 1 & f 8' -0 SLAT WALL RING ) WALL FOR ADDffIONAL INFORMATION) I P - 4 I - -- A 10 . 8 -O" A.F.F. Y i T.O. SLATWALL .—\ :: ' \ - - s , 1 az1L 5—,t Li a `D - ;iit " 1 L 2 3/8 n x 1-5/16" CUSTOM ANGLE SUPPLIED BY TENANT. G.C. TO INSTALL W/ 3/16 "0 S.S. FLAT HEAD SCREWS .2) 12 1/2" O.C., TYP. HORIZ. 1 x 3 WOOD FURRING STRIPS ATTTACHED TO STUDS INSIDE WALL ' g fI �:: f I SEE SHEET A2.1 FOR DIMENSION . i SLATW �RIZ. X WD. F i /8' P. BD. 0 FRAMING 3/8" 'L' CUSTOM "H ANGLE SUPPLIED BY TENANT. G.C. TO iNsTALL W/ 3/16 s.S. FLAT HEAD SCREWS FURRING AT ALL D:POSED B EN_D D S . O W siA & T AT wALL - GLUE FURRING WALL W/ EPDXY. ANGLE suppLIED By TENiaNT. G.C. TO /3y J /y� CO S.S. 1 1..111 HEAD Y/ JVRE \ \ 12 1/2' O.G., TYP. 1/27 5/$' GYP. BD. OVER 3 5/8' PROJECT INFORMATIOI GYMBOF SOUTHCENTEI 1056 SOUTHCENTER I TUKWILA, WA 98188 11,/E PROJECT NO: 080078 _1 o - VERTICAL 1 x 3 WOOD FURRING STRIP AT THE END OF EACH 8' -0' SECT. OF SLAT WALL AND AT ALL S WALLL W/ LEPO FURRING j MTL. STUD FRAMING p-4 , ".*_ LINE OF SHELF (14" DEEP) 4 MAPLE BASE BELOW' B - i v w x to o o a � O r LLI EA z r "x1 :: = = 1 1/8 1/8" MTL CORNER GUARDS r OMIT © DISPLAY WINDOW SIDE 1 _ _\,. - co 1 t _ HORIZ. 1 x 3 WOOD FURRI S TRIPS AT T Q IL STUDS INSIDE WALL i ; - 3"=V-0" 5 PLAN AT CORNER PILASTER NOT USED 11 - PLAN DETAIL AT FIN WALL + 11' -O" A.F.F 11' -0" A.F.F B.O. GYP. BD. CEIUNG (i 1 � MAPLE SLATWALL SUPPLIED BY TENANT, INSTALLED BY G.C. - FASTEN PANEL TO 1 X 3 WD. FURRING WITH APPROX. (24) 1 1/2' SHEET ROCK SCREWS COUNTER SUNK THROUGH THE METAL INSERTS. USE S.S. SCREWS. ii B.O. CEILING GYP. BD. WALL I P GYP. BD. WALL I P -4 -4 1 • ° 'L' 1 . .._ ( 7 0 F.F. r 3/8' x 1 ANGLE -3/16 SUP CUSTOM PLIED BY TENANT INSTALLED BY G.C. + 8 ' -0 A.F.F. T.O. SLATWALL i 30 1/4 x 29 5/8 MARKETING IMAGE • • .... FACE OF GYP. BD. DEMISING WALL (SEE SHEET AD.1 J_L 'L' FOR ADDITIONAL INFORMATION) 3/8' 1 'L' CUSTOM ANGLE SUPPLIED BY - _ SLATWALL SORBETTI UPRIGHT, TYP. x -5/16" TENANT. G.C. TO INSTALL W/ 3/16 "o S.S. FLAT HEAD SCREWS 0 12 1/2" O.C., TYP. 8 -0 AF.F. + + + + + 6' CUsTom ANGLE ENANT �.C. 817 REGISTERED S: E T r \ ,_ w . ,^Y . - r ' y' -, Ffti I ry, 1 `GDGLIA S1ATE OF WASHINGTON �� II co - , i _ HORIZ. 1 x 3 WOOD FURRING STRIPS ATTTACHED TO STUDS INSIDE WALL � - f 1 T.O. SLATWALL HORIZ. 1 x 3 WOOD FURRING STRIP AT TOP OF SLAT WALL FASTENTED TO STUDS INSIDE WALL MAPLE SLATWALL SUPPLIED BY TENANT, INSTALLED BY G.C. -- FASTEN PANEL TO 1 X 3 WD. FURRING WITH APPROX. (24) 1 1/2' SHEET ROCK SCREWS COUNTER SUNK THROUGH THE METAL INSERTS. USE S.S. SCREWS. GYP. BD. FIN WALL P-4 " " n " + + + + + + + + 4. + + + 1 + + + + + + + 4. q. + + + + + 1- =a= + + + + + 30 1/ x 73 1/$ MIN 1 1/8 x1 1/8 MTL CORNER GUARDS POG PLEXIGLASS PANEL CITY IVE lLA + 0' -0' A.F.F. APR Z S LATWALL / MISCELLANEOUS DETAILS ; WOOD PLANK I FC-8 ( 4 MAPLE EASE 1 B -2 1 PERMIT CENTER Li.,. Eco , 1 ` \ j' � r 1 0 "0 MAPLE BASE I B 1 i 20 BASE -2 , 1 A6.1 + 0' -0' A 7///' /1 -- /Ml� MAPLE BAS � ,/J / /// B - 2 j/ / / // ///A7 g. y /, 4 MAPLE BASE I B -2 II :i ,,°FF,.... '.' TO PROVIDE SHIM AT FINISH FLOOR Au FINISH FLOOR SHEET NUMBER: • _ _ G.C. BOTTOM OF SLAT WALL 6 -1-0 1/2 -° ELEVATION AT FIN WALL 1/2 `° 1/21-0" ELEVATION AT SORBETTI 1 _ 1 4 SECTION AT SLATWALL r 1 7 DETAIL AT TOP OF SLAT WALL 10 FROSTED ACRYLIC FRONT PANEL OWN[i(T POSTBOND PLAM FINISHED FRONT SOLID SURFACE TOEBASE DECK BELOW ± " POSTBOND PLAM FINISHED ENDS 1 FROSTED ACRYLIC FRONT = , N : ... , ' a PANELS AS NOT INSTALLED BY G.C. KERFCORE BENT FRONT ' � � i' I' I 0 N " n'L „Z -,3 ACRYLIC PANELS '1 • =" • - . . • • • FROSTED ..C•, 1 • 1/47 •'IYP. " • _ - .. - ± 12B r �. • rr • • ■ • • • '• r • .i • • 1/2 WHITE PLASTIC SPACERS ICI I %- - - :: . = - -- . ' '- 1 ::: : .:: ,.: , °:" d FROSTED ACRYLIC END PANEL JUNCTION WOOD SCREW in 1 - ; „O L 13 ! d „2-.3 „3/ G - { , r" . ' _ : . _ ' , • . - , • „ r •,. 1 ', • • • • • _ - _y - j - , y - • : . MELAMINE • W /FINISHED HEAD POSTBOND PLAM BACK END PANEL Magill FINISHED END 1/4' A 2 /32" , I IL a, 1' -3" 11" / \ 5" � ° 8 : -7 3/4 ACRYLIC FRONT PANEL 1 . 1/4` 1' -4 3/4 I 7 4' \ \ 2' -5" / 9' -5 3 / 4" POSTBOND PLAM FINISHED FRONT '..4 2' -4" / B PANEL M X X KERFCORE BENT FRONT B E . - -. -- -- .-- .. .......... .. TOEBASE I PL -21 TOEBASE I PL -2 I FRONT ACRYLIC BEYOND A TOEBASE PL--2 I TIIITIiiIT1TIT I METAL LEGS SOLID SURFACE TOEBASE DECK SECTIONS @ PANELS 6"=11-0" BACKWRAP SIDE ELEVATION ��� � 1-a �� 9 CASHWRAP ELEVATION - CUSTOMER SIDE 12 PHONE DATA 86 „ r CUTOUTS QUADPLEX UNE QUADPLEX PHONE LINE IG DUPLEX PHONE LINE UNE ELEC. ACCESS CUTOUTS DMDERS 2' -5 QUADPL IG DUP 1 � _ 1' -11 DATA LINE -10„ DM ACCESS 2B IG DUPLEX � 1' ".. -10 1/8" 1' -2" 2' -9" � " u - • � � / 3/ 4 " 3 3 3/ /f 1 „ . £ 1/ LI „Z/ L 6 - L i 1 „2-,3 r „9/L 5� „8/L 9 l- r,��r--- co ..9 „Z/ L 0-, L o -- 1r -I ' r - ter - - ter - ' „Z/ L 9 —, ;_i ,ey 1 /2„ 1' -4 1/8" L 1 „iv r v >• _ 1' -4 1/8" LJL- ....JL - -J LJL-- JL -_JL - I " f� 77 - „O -,3 � 3/4„ �, 1 1 /2� , JT -OUT „Z' L O -, ` 1 -10 •'- � �. `• .� _ i / I`�1 1�'� �, 15111. II �� rl- �i L „•b/ L L \ Z 1L l I,� I VARIES /4 3 3 3 / 10 " ACCESS 1' -1 3/8" 4p 2' -1 15/16 2' -1 15/16" 2' -1 15/16 2' -1 15/16" 4" / PROJEC1 GYI SOUT 1056 SO TUKWIL A/E PROJEC1 080078 / 3 1" �f/ 1' -9 1' -9° 1' -11 1/4" 1' -9 - ACCESS PANEL AS REQ'D. g ° 7' -11 3/4" 8" B // // // ®' e\ A vocor%vo ELEC. STUB UP LOCATION Ps 2® * ,,C30 ELEC. STUB UP LOCATION 9' -3 3/4" / B / A ELEC. STUB UP LOCATION BACKWRAP ELEVATION - EMPLOYEE SIDE 1"=11-0" S CASHWRAP ELEVATION - EMPLOYEE SIDE 1 VIO VO Doe .0.. qq.... CUSTOMER SIDE EMPLOYEE SIDE OUTLINE OF COUNTERTOP IG DUPLEX TOEBASE BELOW (SHOWN 1' OF CASHWRAP & DATA LINE TOEBASE BELOW (SHOWN DASHED) PL -2 PHONE UNE DASHED)1PL -21 BACKW RAP & -2" I QUADPLEX MIL. LEGS GROMMETS, TYP. � � I p / � 1 E / Th..-•■"`" MIL.. LEGS 1 � 1 �l �1, - a en‘ \. f N.. 1. „r <-4- e1 `r `o - I I.G. �(o J I I.G. K 1 - ~ ~-- ~ - ~ - - -- --- - - - - -- - -- - - REMOVABLE REGISTER WELL FILLER PANEL 1 1 1 LI ACRYLIC CASHWELL SHROUD `j j - - - -__- -- . _ �-� - - - - __ Ts „£_1 1 10p INSTALLED BY G.C. r c-.4 ACCESS HOLE W/ COVER _ - �_ __ L J J 1 i `- i _ ` 1 -- } N - i 1 1 r% 1 1 1 1 ? _ 1 \ ACCESS HOLE W/ COVER ALL BAYS, TYP. ro - I I I - i 1 1 I o 1 -r -1 -r ^ - l T T 1 1 1 @ ALL BAYS, TYP. �- 1 1 L T°' 1 1 J - \ - - - 1' -10 27/32 - 1' -10 13/16" - 1' -9 1 l_ JJ �� ` - i'G• CO GROMMETS, TYP. i CO � 7 9/32" 1' -9 25/32" 25/32" / / 6' -5" 9 3/8" / 6" / / 6" / / / 8 ' -7 3/4" / / / PHONE LINE ° 7'-1 1 3/4" g" / 9' -7 3/4° 4 ' DATA UNE 9' -5 3/4" / RECEIVED CITY OF TUKWIL.A , EMPLOYEE SIDE QUADPLEX �► APR 0 1 2008 PERMIT CENTER IG DUPLEX .,=1..0., 1"=V-0" CASHWRAP PLAN 1 BACKWRAP PLAN 7 TABLE OF CONTENTS DIVISION 0: CONDITIONS OF THE CONTRACT 00700 GENERAL CONDITIONS (AIA A201 -1997) 00800 SUPPLEMENTARY CONDITIONS DIVISION 1: GENERAL REQUIREMENTS 01100 SUMMARY OF WORK 01300 ADMINISTRATIVE REQUIREMENTS 01500 TEMPORARY REQUIREMENT SS 01500 TEMPORARY REQUIREMENTS AND CONTROLS 01600 PRODUCT RQUIRME 01630 SUBSTITUTIONS AND PRODUCT OPTIONS 01700 EXECUTION REQUIREMENTS 01735 SELECTIVE DEMOLITION 01800 SYSTEMS DEMONSTRATION DIVISION 2: SITE CONSTRUCTION (NOT USED) DIVISION 3: CONCRETE 03540 CEMENTU1OUS UNDERLAYMENT DIVISION 4: MASONRY (NOT USED) DIVISION 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 08700 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 DIVISION 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) DIVISION 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 CONDfTIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1, GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION OF EVERY PART OF PROJECT. B. DIVISION 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 SUPPLIERS TO TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONS, INCLUDING ARBITRATION. D. PAYMENTS: SEE CONSTRUCTION CONTRACT. E. INSURANCE: AS APPROVED BY OWNER. ITIN F. MISCELLANEOUS DEFINS: 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. INSTAL: PLACE, EADY OPERATIONS INTENDED S AT OJECT, FROM INSPECTING AND UNLOADING, TO COMPLETION IN 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 C 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: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED; LIMIT ACCESS AS DIRECTED BY OWNER & LANDLORD. D. UNES AND LEVELS ENGINEERING: ESTABLISH UNES 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 APPLICABLE 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 FIELD 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. 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 HELD 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 FIELD 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 ESTABLISH 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 OAT NOISE, SANI CONTROL ENCLOSURES. 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 FENCE; 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 PP 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 LISTED IN CONTRACT DOCUMENTS, MATERIALS AND PRODUCTS BY MANUFACTURERS NOT LISTED SHALL 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 SOILING 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, WITH 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 LISTED. 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 INDIVIDUALS 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; POLISH 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 LIST OF ANY ITEMS TO BE COMPLETED AND SUPPLEMENT UST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. L FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK IS IN COMPLIANCE WITH CONTRACT DOCUMENTS, SYSTEMS HAVE BEEN TESTED AND ARE OPERATIONAL, AND WORK IS READY FOR FINAL INSPECTION. KEEP PROJECT RECORD DOCUMENTS: DOCU DOCUMENTS. SUBMIT COMPLETE PROJECT AND UP-TO-DATE ODOCUMENTS, 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 L ITII mr AS NEEDED TO COMPLETE PROJECT. REMOVE EXISTING ELEMENTS DURING 1 CONSTRUCTION, REMOVE ONLY THOSE ELEMENTS NEC COMPLETE COMPLETION 2. CAREFULLY REMOVE AND STORE ITEMS INDICATED FO OR REPAIR ELEMENTS UNNECESSARILY REMOVED OR DAMAGED DURING CONSTRUCTION. OF ADJACENT STRUCTURE; PROVIDE COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND 3. PROTECTION: PREVENT MOVEMENT AND SETTLEMENT BE RESPONSIBLE FOR SAFETY AND BRACING, SHORING, AND UNDERPINNING AS NEEDED AND SUPPORT OF STRUCTURES. ASSUME LIABILITY FOR SUCH MOVEMENT AND SETTLEMENT. 4. UTILITIES: CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO DISCONNECTING UTILTTIES; DISCONTINUE WORK IF UNEXPECTED UTILITY LINES 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, REGULARLY ENGAGED IN 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./SELF-LEVELING E. SYSTEM: POURABLE CEMENTITIOUS, HIGH - STRENGTH, FAST - SELF- LEVELING UNDERLAYMENT; MINIMUM 4000 PSI COMPRESSIVE C349. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS INSTRUCTIONS. REVIEWED FOR. vLIAEDNCE CO DAEAppCpRORM_ 03 P 2008 DIVISION FOUR: MASONRY (NOT USED) 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-- METALLIC, PRE-MIXED, NON- STAINING, NON- CORROSIVE, NON - GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. E. FASTENERS AND ROUGH HARDWARE: TYPE REQUIRED FOR SPECIRC USAGE; PROVIDE ZINC - COATED FASTENERS FOR EXTERIOR USE OR WHERE BUILT F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS 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 RADIUS. 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FASTENED. 2. FlT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. I. FINISHES: GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS METAL, PRIME PAINT 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 FITTED AND FREE FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE; ENSURE ALIGNMENT WITH ADJACENT CONSTRUCTION; COORDINATE WITH RELATED WORK TO ENSURE NO INTERRUPTION IN INSTALLATION. 1. SUPPLY ITEMS REQUIRING TO BE CAST INTO OR EMBEDDED IN OTHER MATERIALS TO 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 APPLICABLE. RECEIVED CITY OF TUKVVIIA at) 0 5 ..,,, 0 gill, APR 01 2008 PERMIT CENTER cyNingine ,; '"�" i - es; .-� _ r ,�', :;..,:-,'-1-'11.1'0K ^ y, 4 r �° � S f'�q% Iva r I3°- GISTERED `FI"'ITE T \ I f �Y :, f, o _ 00G> IA r �F WASHINGTON SPECIFICATIONS SHEET NUMBER: s p . 1 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 B209, 6061 -T6 PLATE AND SHEET, ASTM B221, 6063 -T6 EXTRUSIONS; SIZED FOR STRENGTH AND DURABILITY CONSISTENT WITH APPLICATION 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 EXHIB[I1NG PITTING, 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. 4. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT WHERE CONCEALED, WITH PREFORMED SEPARATORS, OR 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 PS 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; FIRE 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; FIRE 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 APPLICATIONS; 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 APPLICATION; PROVIDE WASHERS FOR NUTS AND BOLTS. G. INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE 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 LINES 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 HELD 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 INDICATED 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 BLIND 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 TOLERANCES: A. VARIATION FROM TRUE POSITION: MAXIMUM 1/16" AT ANY POSITION AND MAXIMUM 1/8" IN ANY 10' -O" 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 1. SYSTEM: PROVIDE COMPLETE SYSTEM 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 MANUFACTURER'S 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 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 BUCKLING, 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. PREFINISHED 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 B209, 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 B370, COLD ROLLED 16 OZ. (0.0216 ") THICK; SOFT TEMPER WHERE REQUIRED FOR FORMING. G. REGLETS: FRY /SPRINGLOK OR MM SYSTEMS /SNAP -TITE 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 LINES 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 APPLICABLE AUTHORITIES. 1. FIRE RESISTANCE RATINGS: COMPLY WITH REQUIRED RATINGS BASED ON TESTS IN ACCORDANCE WITH ASTM E119. 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 DIVISION STANCHEM /DURASPRAY. G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE 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 A. GENERAL PROVIDE PENETRATION -TYPE FIRESTOPPING FOR TIME -RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE AND HOT GASES. B. CODES: CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS. C. STANDARDS: PASS ASTM E814 THROUGH - PENETRATION FIRE STOPS, ASTM E119 FIRE TESTS AND ASTM [84 FLAME SPREAD /SMOKE CONTRIBUTION MAXIMUM 25/25. D. MANUFACTURERS: 3M /FIRE BARRIER, STI /SPECSEAL OR PENSIL, OR HIL11 /FIRESTOP SYSTEMS. E. GENERAL: CHOOSE PRODUCTS AND METHODS MEETING APPLICABLE CODES AND SPECIFICATION REQUIREMENTS FOR EACH FIRESTOPPING APPLICATION, SUBJECT TO ARCHITECT'S ACCEPTANCE. F. FIRESTOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME -RATED FLOOR, WALL, AND PARTITON 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 SEALERS NOT PROVIDED ELSEWHERE; TYPE SUITABLE FOR APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEAR'S SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR TYPE AND SIZE, USING SPECIFIED PRODUCTS. C. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EXPOSED JOINT SEALERS IN REQUIRED COLORS. D. WARRANTY: REPAIR OR REPLACE JOINT SEALERS WHICH FAIL TO PERFORM AS INTENDED, BECAUSE OF LEAKING, CRUMBLING, HARDENING, SHRINKAGE, BLEEDING, SAGGING, STAINING AND LOSS OF ADHESION; WARRANTY PERIOD TWO YEARS. E. EXTERIOR NON- TRAFFIC JOINTS: GE /SILPRUF, DOW /790 -795, OR PECORA /854, LOW MODULUS SILICONE SEALANT. F. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245, OR PECORA /NR -200 UREXPAN, MULTI - COMPONENT POLYURETHANE, SELF - LEVELING JOINT SEALER. G. MILDEW - RESISTANT SANITARY SEALANTS: GE /SANITARY SEALANT, DOW /BATHTUB 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 SONNEBORN /SONOLAC, ACRYLIC OR LATEX EMULSION. I. MISCELLANEOUS MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, BOND BREAKER TAPE, AND SEALANT BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED. 1. OVERSIZE BACKER ROD MINIMUM 30 % TO 50 % OF JOINT OPENING. J. COLORS: AS INDICATED OR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE 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 JOINT SEALERS ARE DEPOSITED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS, WITH COMPLETE "WETTING" OF BOND SURFACES. DIVISION EIGHT: DOORS AND WINDOWS REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 SECTION 08110 - STEEL DOORS AND FRAMES City Of Tukwila A. GENERAL: PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS RLIR ri COMPLETE INSTALLATION; COORDINATE WITH SECTION 08700 - HARDWARE. 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 APPLICABLE AUTHORITIES. C. SUBMITTALS: SUBMIT PRODUCT DATA. D. MANUFACTURERS: AMWELD, CECO, OR PIONEER. E. HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE; SDI MODEL 1, NAAMM TYPE B FULL FLUSH WITH UNFILLED EDGE; CLOSE TOP AT EXTERIOR DOORS. 1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS. 2. GAGE: PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR DOORS. F. PRESSED STEEL (HOLLOW METAL) FRAMES: MINIMUM 16 GAGE KNOCK -DOWN (FIELD -- ASSEMBLED) FRAMES. G. FIRE RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED DOORS AND FRAMES AS REQUIRED. H. ACCESSORIES: PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. 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 BUMPERS ON DOUBLE DOOR 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 EITHER SDI OR NAAMM STANDARDS. 1. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH FIRE LABEL REQUIREMENTS AND NFPA 80. 2. INSTALL DOORS AND FRAMES PLUMB AND SQUARE, AND WITH 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 ACCESSIBLE, WITH ACCESSORIES 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 UL APPROVED FRAMED 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 - APPLIED ENAMEL PRIME COAT APPLIED 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 ATTACH TO SUPPORTS WITH FACE 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. DO 00Ocitt RECEIVED CITY OF TUKVVMLA APR 01 Z008 PERMIT CENTER GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415-2300 www.ercv com W C CO CO M W AC ao CO N_ 111 c N 6897 FREDERICK J. GOGLIA STATE OF WASHINGTON SHEET NUMBER: SP-2 o U SPECIFICATIONS SECTION 08410 - ALUMINUM FRAMED STOREFRONTS A. GENERAL: PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH DOORS, FRAMES, HARDWARE, B. STANDARD A ANDARD : COMES M REQUIRED FOR COMPLL ALUMI UMINUM MANRTIANUFAT I RS A B. S: PLY WITH ARCHITECTURAL NUM CTURERS ASSOCIATION (LAMA) "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 COMPLIES 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 APPLICATION INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM 8221, 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. t4LAZINGEFlLM GLASS UNLESS APPLY WNER FURNISHED INDICATED. FILM ON ALUMINUM FRAMED STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. J. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT SECURITY LOCATIONS AND APPLICATIONS 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, HAIRLINE 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 WFATHERTIGHI 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 CYLINDERS 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 APPLICABLE 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. 1. SUPPLY TEMPLATES TO DOOR AND FRAME MANUFACTURERS FOR PROPER AND ACCURATE SIZING AND LOCATIONS 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: HAGER, 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; SOLID 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 WIT H 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 APPLICABLE 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 g 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 ASSEMBLIES 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 C840, AND REQUIREMENTS FOR FIRE RATINGS. 1. DEFLECTIONS: MAXIMUM L/240 1YP., L /360 AT LOCATIONS INDICATED TO RECEIVE TILE. C. FIRE -RATED ASSEMBLIES: LISTED BY UNDERWRITER'S LABORATORY, GYPSUM ASSOCIATION (GA) FILE NO'S IN GA-600 FIRE RESISTANCE DESIGN MANUAL, OR OTHER LISTING APPROVED BY APPLICABLE AUTHORITIES. 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 LIGHTER 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: MANUFACTURER'S 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 PAINTABLE 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 MANUFACTURERS RECOMMENDATIONS. INSTALL MEMBERS TRUE TO LINES 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 ITEMS TO BE INSTALLED AFTER FRAMING 15 COMPLETE . � N. CEILING 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, CEILING, 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. � A SECTION 09300 -- TILE A. GENERAL: PROVIDE 11LE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND ACCESSORIES B. STANDARDS: TILE AS REQUIRED FR COMPLETE COMPLY WITH FINISHED L OF 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 TILE: PROVIDE NON -SLIP 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- CEMENTITIOUS MORTAR CONFORMING TO ANSI A118.4. F. GROUT: ANSI A118.6, LATEX CEMENTITIOUS TYPE BY LATICRETE, BOSTIK OR MAPEI. G. INTEGRAL WATERPROOFING: LATICRETE, BOSTIK, OR NOBEL LIQUID RUBBER INTEGRAL TILE SETTING WATERPROOFING SYSTEM WITH NO BITUMINOUS EXTENDERS; PROVIDE AT TILE APPLICATIONS ABOVE GRADE. H. CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, SUCH AS BOSTIK 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. APPLICATION. RICA (TCA) HANDBOOK FOR CERAMIC TILE NST R LATEX BOND COAT THIN COUNCIL OF 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 ACTIVITIES 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 SYSTEM: AS INDICATED ON DRAWINGS. J. PREPARATION: MEASURE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING 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. LLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS ASTM C636 AND APPLICABLE K. INSTALLATION: REQUIREMENTS FOR FIRE RATINGS. 1. FINISHED CEILINGS: TRUE TO LINES 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' -D ° . 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 CEILING AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL; MITER CORNERS. 6. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. LAY DIRECTIONALLY PATTERNED UNITS ONE WAY WITH PATTERN AS DIRECTED. FIT 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 CEILING IS WITHIN 20' -O" OF AN EXTERIOR DOOR. L. ADJUSTMENT: ADJUST SAGS OR TWISTS WHICH DEVELOP IN CEILING SYSTEM AND REPLACE ANY PART WHICH IS DAMAGED OR FAULTY. 1\i �Q� 9la S 1. ENSURE JOINTS OF WOO1 11RING AR NE; ENSURE FULL ADHESIVE CONTACT FOR PERMANENT TTERN AS INDICAT SUBSTRA 2. LAY 14 DRAWIN T NEATLY TO VERTICAL INTERRUPTIONS. 3. PROVIDE DIVIDER ` ." AT CENTERLINE OF DI �' C'ENINGS AND WHERE FLOORING TERMINATES WI - OR OTHER FLOOR FINISHES. 4. PR+ ' : MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SUR RANGES LEVEL r' "'' EN WOOD FLOORING AND ADJACENT FLOORING. De ......) O O SECTION 09650 - RESILIENT TILE FLOORING A. GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT 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 CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM VARIATION OF 1/8" IN 10' -0 "; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. F F10 6, COMPOSITION I 1; COLOR AND PATTERN K I O ASTM AS INDICATED, AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS AND PATTERNS WHERE NOT OTHERWISE INDICATED. 1. MANUFACTURERS: ARMSTRONG WORLD INDUSTRIES, INC.; AZROCK INDUSTRIES, INC. 2. FAMMABIUTY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT PANEL EST, WITH RESULTS OF 0.45 WATTS /CM2 OR HIGHER. 3. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAMES SLIP TEST WITH MINIMUM 0.6 RATING FOR FLOORS. E. RESILIENT BASE: FS SS -W -40, 1/8" GAGE COVED BASE AT HARD FLOOR SURFACES, STRAIGHT (TOP SET); PROVIDE PREMOLDED END STOPS AND EXTERNAL CORNERS. 1. MANUFACTURERS: BURKE OR ROPPE, MOLDED RUBBER BASE. 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 LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR FINISHES; MATERIAL CAPABLE OF BEING APPLIED 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 MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. K. FLOORING INSTALLATION: CONFORM WITH MANUFACTURERS 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 RESILIENT FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING TERMINATES. ' L. BASE INSTALLATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION I NSTRUCTIONS; APPLY TO WALLS, COLUMNS, PILASTERS, CASEWORK, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. 1. MITER INTERNAL CORNERS; USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. M. EDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTHERWISE BE EXPOSE ' FLOORING WITHOUT GAPS; SET IN ADHESIVE. a N. CLEANING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFAC \ . � ®� RECOMMENDATIONS. ® � ppR " SECTION 09655 - RESILIENT SHEET FLOORING A. GENERAL: PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES AS REQUI ED FDf�� �� ��� COMPLETE FINISHED INSTALLATION. I UlL® �� B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORIN OR AND PATTERN SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BASE ACCESSORY. C. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM VARIATION OF 1/8" IN 10' -0 "; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. D. VINYL SHEET FLOORING: NOMINAL 0.080" THICK VINYL SHEET CONFORMING TO FS L -F -475, 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 PRODUCTS. 2. FLAMMABILITY: 0.45 WATTS /SQ.CM. OR HIGHER, ASTM E648. E. INTEGRAL BASE ACCESSORIES: PROVIDE MANUFACTURER'S STANDARD COVE SUPPORT STRIPS AND FINISHED METAL TOP EDGE STRIPS; TYPE AND COLORS AS SELECTED BY ARCHITECT FROM MANUFACTURERS FULL RANGE. F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING. G. SUBFLOOR SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE WHITE PREMIXED LATEX- CEMENT PASTE FACE T O ADJACENT FLOOR FOR PROVIDING THIN SOLID S URFACFACE O FINISHES. USE MATERIAL CAPABLE OF BEING APPLIED 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 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 WIN 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 LINES TO PRODUCE SYMMETRICAL PATTERN; TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENINGS ERE 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, MINIMUM 48" BETWEEN JOINTS. M. WAXING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S RECEIVED RECOMMENDATIONS. CITY OF TUKVVILA N. CLEANING: REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES. APR 0 12008 PERMIT CENTER GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 sr. LOUIS, MO 63146 PH (314) 415-2400 Fax (314) 415-2300 wiww.arcv.com 62 M w M CO z w O z ~ ¢ O z _ ° w 8 i d a 8 CO J U -� J U ot co J 1. Q co H I i Z V Q W 0 = H a H O = CO co a O ,�, r , Q o W ImIm CO > - :D o 13 _ N 1 5-w w = v v a sk:ii 0 c a 0 ce 41 a p] M w �- o I- m cn SECTION 09640 -WOOD STRIP FLOORING A. • NERAL• PROVIDE SHOP FINISHED ACRYLIC IMPREGNATED WOOD STRIP FLOORING SYSTE WITH A • SSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SUBM : FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD FLO• - NG AND INCLUDING FINISH. EXPOSED ACCE CRIES, C. PROJECT CON S: DO NOT INSTALL WOOD FLOORING SYSTEM UNTIL W� CONS WORK IS COMPLETED • 1 SURROUNDING AIR HAS MAXIMUM MOISTURE CO l' NT OF 40 PERCENT. PROVIDE PERMANENT HEA IGHT AND VENTILATION PRIOR TO INSTAL • o oN. 1. MAINTAIN ROOM TE RATURE OF MINIMUM 65 DEGREES • FOR PERIOD OF SEVEN DAYS PRIOR TO DELIVERY OF MA ' ALS. D. MANUFACTURERS: HARTCO OR AS • CICATED ON DRAWL = E. WOOD: AS INDICATED ON DRAWINGS, 1 GUE AND ' COVED EDGES WITH SHOP APPLIED ACRYLIC IMPREGNATED FINISH INTENDED FOR . 'ECT •13HESIVE APPLICATION TO CONCRETE. i. TURER TO ENSURE MAXIMUM DURABILITY OVER F. ADHESIVE: TYPE AS RECOMMENDED BY MAN T TIME; NONTOXIC, WATERPROOF TYPE SUITAB OR CORING, SUBSTRATE, AND ACCEPTABLE TO APPLICABLE AUTHORITIES. G. SUBFLOOR FILLER: PREMIX LATE QUIRING WATER 0 TO PRODUCE CEMENTITIOUS PASTE. H. DIVIDER STRIPS: TYPE AS IN r ' 'TED, AS SELECTED BY ARC" CT FROM MANUFACTURER'S FULL RANGE OF EDGE STRIPS r ERE NOT OTHERWISE INDICATED. I. PREPARATION: BROOM - d SUBSTRATE SURFACE AND ENSURE FL► ! ` SURFACE IS SMOOTH ND FLAT TO PLUS 0� INUS 1/8" PER 1O' -0 ", FREE OF OIL, GREASE, 1 AND FOREIGN SUBSTANCE. USE X FILLER TO PATCH CRACKS AND SMALL HOLES, AND F+' MINOR LEVELING. 1. GRI !CONCRETE WHERE RIDGES AND IRREGULARIITES PROVIDE UNSATIS TORY SUB ' •TE FOR WOOD STRIP FLOORING. J. IN '1 'TON: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION IN ' CTIONS FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. b$97 \STREDf I T C T ! p A r � . �' ' ' � P F +,i_ ERiCK J GOGLIA STATE � WASHINGTON S SATE Of WASHINGTON -.. ti SPECIFICATIONS SHEET NUMBER: sp. 3 SECTION 09900 - PAINTS AND COATINGS A. GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B SU R A T T C RED O BE PAINTED: PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE AREAS, S 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- WILLIAMS 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 APPLICABLE REGULATIONS. H. COLORS AND FINISHES: PURE, NON- FADING, APPLICABLE TYPES TO SUIT SERVICE INDICATED; COMMENCEMENT OF PAINTING WORK, ARCHITECT WILL FURNISH COLOR CHIPS NO LEAD CONTENT P. 1. PRIOR TO C FOR SURFACES TO BE PAINTED. I. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURERS 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 CONDITIONS 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 APPLIED. 1. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL 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 FILM 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 BY COATING MANUFACTURER. M. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED SURFACES WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. N. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID 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) LATEX EMULSION. 3. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. 4. INT. P NT EM 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 -SLIP 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 P A R 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. SYSTE AMIN TIION: IN ANLED. S NOT N WITH WORK D UNTIW H UNSATIOMACTORY D CONDITIONS HAVE BEEN CORRECTED. INSTRUCTIONS. B. C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION 1. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, LEVEL, PLUMB, SECURE AND AT PROPER HEIGHT. 2. INSTALLATION TO BE SUPERVISED BY FACTORY TRAINED PERSONNEL; MANUFACTURER REPRESENTATIVE TO MAKE PERIODIC SITE INSPECTIONS OF INSTALLATION WHILE IN PROGRESS. D. CLEANING: CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY ARCHITECT. TOUCH -UP MARRED FINISHES OR REPLACE COMPONENT PARTS AS NECESSARY TO EUMINATE 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 INSTALLATION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING 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; PROVIDE GRAB BARS WITH CONCEALED MOUNTING, SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY APPUCABLE CODES AND REGULATIONS. F. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, TYPE 302/304, NUMBER 4 SATIN FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL IS NOT AVAILABLE FOR ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED ITEMS. 1. FASTENERS SCREWS AND BOLTS: HOT DIP GALVANIZED; AS RECOMMENDED BY ACCESSORY MANUFACTURER FOR COMPONENT AND SUBSTRATE. 2. CONCEALED SURFACES: PRETREAT AND CLEAN, SPRAY APPLY ONE COAT PRIMER AND BAKED ENAMEL FINISH. G. FABRICATION: WELD AND GRIND SMOOTH JOINTS OF FABRICATED COMPONENTS; FORM EXPOSED SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. 1. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, EXPOSED AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE POSSIBLE. 2. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTAUATION. 3. FORM SURFACES FLAT WITHOUT DISTORTION; MAINTAIN 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 H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS REGULATIONS. DIVISION ELEVEN: EQUIPMENT (NOT USED DIVISION TWELVE: FURNISHINGS (NOT USE DIVISION THIRTEEN: SPECIAL CONSTRUCTION ( N OT -----------------71----'-(WIlaB U LI S CIN E LIPtYD D RI : 14-1:TDU21\11°SIQL DIVISION FOURTEEN: CONVEYING SYSTEMS (NOT USED) DIVISION FIFTEEN: MECHANICAL REFER TO MECHANICAL DRAWINGS. DIVISION SIXTEEN: ELECTRICAL REFER TO ELECTRICAL DRAWINGS. t 0 s .....66 1 4 RECEIVED CITY OF TUKWILA APR 012008 PERMIT CENTER D GYMBOREE BAMBOO FLOORING SPECIFICATIONS SUMMARY�L 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 THERMOMECHANICAL 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. INSTALLING CONTRACTOR SHALL BE BCS FLOORING, INC. OF CAROL, OH, OR OTHER APPROVED DUR -A -FLEX, INC. CONTRACTOR. 1.04 DELIVERY, STORAGE AND HANDING 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 WARRANT( 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 ACCEPTABLE JOB SITE CONDITIONS GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com THE BUILDING SHOULD BE COMPLETELY ENCLOSED. ALL OUTSIDE DOORS AND WINDOWS SHOULD BE INSTALLED. ALL CONCRETE, MASONRY, PLASTERING, DRYWALL, PAINTING, AND ANY OTHER WET 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 w M m CO m Z w w O W F 0 gi J U Q 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 OAT SATIN OR FLAT, TWO - COMPONENT ALIPHATIC POLYESTER URETHANE SOLVENT 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 ,�" BURN. 7. THERMAL COEFFICIENT OF LINEAR EXPANSION: ASTM E -831. 8. WATER ABSORPTION: ASTM D -638; 0.1% T 3 EXECUTION PART 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 ADHESIVE MUST BE 100% URETHANE (BOS11K'S BEST). SPREAD ADHESIVE WITH IA" BY 4° 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 FAX 262 -694 -9437 CELL 262 308 -8980 1 1 P SUBSTRATE PEPARATION A. PREPARE CONCRETE USING A SHOT -BLAST MACHINE FOR SURFACE REMOVAL AND ETCHING. ALL SURFACE LAFTANCE, CURING COMPOUNDS, OIL, GREASE OR OTHER SURFACE CONTAMINANTS SHALL BE 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 #4 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 EXISTING EPDXY FLOORING SYSTEM. FOR JOINTS OR CRACKS IN EXCESS OF ONE HALF IN WIDTH, ROUTE ONE INCH DEEP AND FILL WITH ELAST -O -COAT. END OF SECTION / / / s �,a w (1- I■1=1 srrrrrrrrrrrrrrr. �ru �r�rrrrr riirrrrrrrrrrrrrrrrrr rrrrrrr` rtarrrrrrirrArrrrrrr,. rrr rrrrirrrrrrrrrrrrrrrrrrrrrrrrrr `rr..r..rrrrrrr2 'SW HV -2/4/6 J 1 4 J L A -28 FLC. LAV. A -30 Fl 044' A.F.F. \ A -3 1 i TYP) 1)05••00094 NOTE SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES. NOTE SEE SHEET E1.1 FOR POWER GENERAL NOTES AND POWER CODED NOTES. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. SEE ELECTRICAL RESPONSIBILTY SCHEDULE ON SHEET E5.0 X7 - . f RECEIVED '' CITY OF TUKWILA • APR 01 2008 PERMIT CENTER POWER PLAN 1/4"=V-0" 1 GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SLATE 300 ST. LOUIS, MO 63148 PH. (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com CO v N N ce 0 6897 '1 P R rMS r RED sa;i +I CT P,iCK J GOGLI +,, I E OF WASHINGTON POWER PLAN SHEET NUMBER: E1.0 DATE I PROJECT INFORMATION: 1056 SOUTHCENTER MALL ISSUE TO PERMIT, BID & TUKWILA, WA 98188 100% CHECKSET 4 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS 10. INSTALL ENGRAVED BAKELITE 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 DRYWA CEILINGS ARE USED IN THE 'SALES' AREA, THE 18. RECEPTACLES LOCATED IN "GWB" SHALL BE WHf t 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 SLATWLL A SHALL BE GRAY 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 AIR GRILLES 12. COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD. WRITTEN 19. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A POLY PULL PL�f �CIRCURING SHA BE "THRU- WIRING" WHERE AND WHENEVER G CLEF PROJECT MANAGER PR OR 0 ROUGH IN�O AVO D ANY WORK BEING P ALL ROOF PEN B ETRA ONS�TO BE ANY AT D ALL 0 PCTMANDUNTUITS FOR FUTURE USE. SECURE PULL STRING CONFLICTS. JUNCTION BOXES ABOVE LAY -IN CEILINGS ARE ACCEPTABLE. LANDLORD'S CONTRACTOR AT TENANTS ELECTRICAL CONTRACTOR'S 3. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF 20. ELECTRICAL CONTRACTOR IS NOT TO SHARE THE NEUTRAL CONDUCTOR EXPENSE. ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO 8. EQUIPMENT LABELED 'GENERAL ELECTRIC' SHALL BE FURNISHED BY GYMBOREE OF A CIRCUIT CONTAINING A 'GFCI' DEVICE WITH ANY OTHER CIRCUIT. ORDERING RELATED ELECTRICAL EQUIPMENT. AND INSTALLED BY THE ELECTRICAL CONTRACTOR. REFER TO CODED 13. RECEPTACLES, VIDEO JUNCTION BOXES AND TELEPHONE OUTLETS SHALL NOTES. ELECTRICAL RESPONSIBILITY SCHEDULE, PANEL SCHEDULE AND BE MOUNTED HORIZONTALLY AT 18" A.F.F. UNLESS NOTED OTHERWISE. 21. LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN 4. ALL RECEPTACLE CIRCUITS UP TO 100' -0' SHALL UTIIZE #12 CONDUCTORS POWER RISER DIAGRAM FOR SPECIFIC EQUIPMENT DESCRIPTION. UTILffY CORRIDOR FOR TENANTS USE. NO CONDUIT WILL BE THE HE UTID. CORRIDOR (01.(Nr-Mee MINIMUM. ALL RECEPTACLE CIRCUITS FROM 101' -0' TO 150' -0' IN LENGTH 14. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL CLEAR CHILD- WILL PROVIDE A COMMUNICATIONS TERMINAL SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS 9. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE PROOF COVERPLATES ON ALL RECEPTACLES. GYMBOREE CORPORATION 50o HOWARD STREET SAN FRANCISCO, ANCISCO, CALIFORNIA 94105 AL ROOM. TENANT G.C. ELECTRICAL WITHIN EACH LANDLORD D ECTRIC 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 D COMPLETE TELEPHONE SERVICE CIRCUITS ABOVE 251' -O' 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 ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED COMPANY. 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 INTENTIONAL (LE. - 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. WITHIN THE TENANTS SPACE. TENANT G.C. SHALL PROVIDE PLENUM TO CORNERS). IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE ADDITIONAL MONIES SHALL BE AWARDED FOR 11E -IN REQUIREMENTS TO RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S LOCATION, FIELD VERIFY EXAM 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 TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTILIZING GYMBOREE'S PROJECT MANAGER PRIOR TO ROUGH -IN. RECEPTACLES OF THE BID, WITHOUT A SEPARATE UNE ITEM FOR THE FIRE ALARM WILL BE FURNISHED BY GYMBOREE AND WILL BE DELIVERED TO THE JOB THE LANDLORD SUPPLIED CABLE TRAY. ANY CORRIDOR WALL MOUNTED IN SLAT WALL SHALL BE MOUNTED VERTICALLY AND CENTERED SYSTEM AT THE TIME OF THE BID. SITE DURING THE CONSTRUCTION PERIOD. ELECTRICAL CONTRACTOR IS PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. EVENLY BETWEEN SLAT WALL GROOVESS, TO FURNISH AND INSTALL ALL NECESSARY CONDUITS, WIRING, JUNCTION SY YYSTEEM. VERIFY PROPER OPERATION OF ALL EQUIPMENT FUNCTIONAL TURNING SYSTEM OVER TO GYMBOREE. FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 P11 (314) 415 -2400 FAX (314) 415-2300 ww v.arcv.com 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 TENANT'S USE IN REMOTE TEST SWITCH AND LED INDICATOR LIGHTS IN SUPPLY AND 1 W M m Z M LL g ce 0 I tri 0 w g J Wa J W2 J CONNECTION THEIR INDMDUAL FIRE ALARM SYSTEMS OR RETURN MAINS FOR EACH TENANT VAV UNIT AS REQUIRED BY CODE COMPONENTS. TENANT G.C. SHALL FURNISH AND INSTA ALL AND LOCAL AUTHORITY HAVING JURISDICTION. NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 24. TENANT G.C. TO PROVIDE "CALL FOR AID" 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 G.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. Dos ..„„,oqiii I -- POWER CODED NOTES 0 DUPLEX RECEPTACLES (AT 6' O.C.), QUADRAPLEX RECEPTACLE, DATA 9® DELIVERY BUZZER SYSTEM BUZZER MOUNT ON WALL AT 9' -0" A.F.F. OUTLET AND TELEPHONE OUTLET IN WALL AT 2' -0' A.F.F.. VERIFY EXACT FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BUZZER TO LOCATION IN FIELD TO CLEAR "SAFE ". BE AN EDWARDS 115 -OAJ. CONNECT BUZZER TO POWER TRANSFORMER AS REQUIRED. 02 RECEPTACLES AND COVERPLATES DESIGNATED -SF' SHALL BE MOUNTED ON THE UNDERSIDE OF THE STOREFRONT SOFFIT WITH THE 4" SIDE Co DELIVERY BUZZER SYSTEM BUZZER ABOVE CEIUNG FURNISHED AND PARALLEL TO THE STOREFRONT GLASS. INSTALLED BY ELECTRICAL CONTRACTOR. BUZZER TO BE AN EDWARDS ^ #660. CONNECT BUZZER TO POWER TRANSFORMER AS REQUIRED. V ONE 1 1/4' RIGID GALVANIZED STEEL CONDUIT FOR POWER AND TWO 1" RIGID GALVANIZED STEEL CONDUITS FOR TELEPHONE /DATA 11 DUPLEX RECEPTACLE IN WALL FOR REFRIGERATOR AND MICROWAVE AT UNDERFLOOR FROM CASHWRAP TO NEARBY WALL, UP WALL TO ABOVE 18" A.F.F.. CEIUNG AND TO ELECTRIC PANEL OR TELEPHONE TERMINAL BOARD AS LABELED. STUB CONDUITS UP 6" ABOVE FINISHED FLOOR AT CASHWRAP. 1U2 ELECTRICAL CONTRACTOR IS TO ROUTE POWER /DATA/TELEPHONE ■ 4 DUPLEX RECEPTACLES (AT 6 O.C.), QUADRAPLEX RECEPTACLE, DATA CONDUITS DOWN IN WALL TO BELOW CASHWRAP BASE, STUB OUT OUTLET AND TELEPHONE OUTLET IN WALL AT 2' -0' A.F.F. FOR I.S.S. CONDUITS IN BASE AREA AND FLEX BACK UP TO DEVICES IN CASHWRAP. EQUIPMENT, ®5 JUNCTION BOX AND DUPLEX RECEPTACLE IN WALL FOR VIDEO MONITOR. 13 ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL A 100 WATT MOUNT JUNCTION BOX AND DUPLEX RECEPTACLE IN WALL AT 24' A.F.F.. SERVICE UGHT WITH SWITCH AND GROUND FAULT DUPLEX RECEPTACLE INSTALL 1' CONDUIT FROM JUNCTION BOX UP IN WALL TO ABOVE AT UNIT. DEVICES ARE TO BE WEATHERPROOF WHEN USED OUTDOORS. CEILING AND TO NEAREST CEILING DIFFUSER FOR FUTURE CABLING BY CONNECT TO CIRCUIT AS SHOWN. OTHERS. 14 2'W X 4'H X 3/4" TELEPHONE BOARD WITH DEDICATED QUADRAPLEX ® QUADRAPLEX RECEPTACLE IN WALL AT 6' -2" A.F.F. FOR DVD PLAYER. RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE ® ELECTRICAL, DATA AND TELEPHONE OUTLET(S) MOUNTED IN COMPANY. EXTEND 1' TELEPHONE CONDUIT WITH PULLWIRE FROM CASHWRAP. COORDINATE EXACT PLACEMENT OF DEVICE SERVICE ENTRANCE AT DEMISING WALL TO TELEPHONE BOARD. VERIFY AND WIRE ROUTING IN CASHWRAP WITH MILLWORK EXACT LOCATION IN FIELD. DRAWINGS. 15 J UNCTION BOX MOUNTED IN WALL AT 6' -2' A.F..F FOR DMX MUSIC SYSTEM Q ELECTRICAL LEGEND ALL SYMBOLS Do NOT NECESSARILY APPLY MOUNTING HGT. TO CENTERIJNE SYMBOL DESCRIPTION UNLESS OTHERMISE NOTED SYMBOL DESCRIPTION UNLESS °THEME NOTED 0 CEILING OUTLET WALL auTLET SEE DRAWINGS BLANKED OUTLET SEE COMINGS 543 WIRED JUNCTION Box SEE DRAWINGS H TELEPHONE OUTLET — 4' SO. W/PLASTER RING 18 NP PUBUC TELEPHONE OUTLET — u� CABLE 1V OUTLET p WALL Box — DIMMER /Q DATA OUTLET — r SO. w/PLA F FIRE ALARM BREAK STATION al FIRE ALARM AUDIO/WSUAL SIGNAL © DUCT NMI SY STEM SMOKE DETECTOR AS REQUIRED © FIRE ALARM WATER FLOW PATCH T FIRE ALARM TAMPER SWTQ1 AS REQUIRED 0 SYSTEM SMOKE DETECTOR CEILING MID. SYSTEM PHOTO/HEAT DETECTOR ® gyy- HEAT DETECTOR (FIB "TEMP.) COUNG MID. CEILING MOUNTED EXIT LIGHT MOUNTED CUTLET 0 mum DOLT UGHT WALL MID. EXIT UGHT W/ OIREC1IQNAL ARROWS SEE DRAWINGS DUB RECEPTACLE. 3 WIRE GRD. TYPE 19' 3:DWP DUPLEX RECEPTACLE. WEATHERPROOF 1V S DUPLE( RECEPTACLE. GROUND FAULT PROTECTED 1e' ©IG DUPLEX RECEPTACLE. ISOLATED GROUND 18" QUADRAPLERECEPTACLE 18' $ TOGGLE SWITCH SINGLE POLE 48' TOGGLE SWITCH, DOUBLE POLE 41r $4 TOGGLE SNITCH. SWAY. 4—WAY 4/r t MANUAL MOTOR STARTING SWITCH 4$' ISM MAGNETIC MOTOR STARTER A5 REQUIRED - =, COMBINATION STARTER/SAFETY SWITCH AS REQUIRED F A FIRE ALARM PANEL AS REQUIRED 0 DELIVERY BUZZER SYSTEM PUSHBUTTON 1 F.F. AND POWER WEFH 1' CONDUIT STUBBED TO 13' -0' A.F.F.. TRANSFORMER HIGH ON WALL FURNISHED 1 ' ' STALLED BY ELECTRICAL CONTRACTOR. PUSHBUTTON SHALL BE EDWARDS 603 AND SINGLE RECEPTACLE IN WALL AT 12' A.F.F. FOR INSTANTANEOUS WATER 16 TRANSFORMER SHALL BE EDWARDS #596. CONNECT PUSHBUTTON TO HEATER MOUNTED ON WALL UNDER SINK. POWER TRANSFORMER AS REQUIRED. / V TIME CLOCK AND LIGHTING CONTACTORS ON WALL SEE POWER RISER ON SHEET 'E4.0 FOR ADDTfIONAL INFORMATION. 0e ELECTRICAL EQUIPMENT SEE SHEET '4.0'. ® CC ^, L _� ■ ® JUNCTION BOO( AS REWIRED S DUPLEX IiEC8 TA LE AT STORE CEILING WM D� BUZZER AS IA DELIVERY BU2ZER PUSHBUTTON fit' DEIJVERY ��� REQUIRED MULTI— OUTLET RACEWAY AS REQUIRED — SAFETY SWITCH AS REQUIRED ® ELECTRIC PANEL I• -o TO TOP ® MOTOR OUTLET, SINGLE PHASE CEILING SPEAKER CEILING MID. ® MOTOR OUTLET THREE PHASE ® THE CLOCK AS REQUIRED r i UGHTING CONTACTOR AS REQUIRED II ■ H e f g 0 A -25 A -27 A -29 A -31 SALES SALES SALES SALES TRACK TRACK TRACK TRACK LIGHTING LIGHTING LIGHTING LIGHTING a b c d A -11 A -13 A -21 A -23 SALES SALES SALES SALES FLUOR FLUOR ACCENT TRACK LIGHTING LIGHTING LIGHTING LIGHTING CHAIN HANG UGHTS IN STOCKROOM TO 10' -0' A.F F.. • — — -- •� • L am • • . D •4 • . • 1 . 4.7 !•!•!•41� 1.- Ai /I% /! /I21v' /! 8w -O A -21 8W -a A -11 ■ ■■ INN ■■■ ■ ■■ MEN NM MI ■ ■ ■M■ ■ ■ ■ ■■ ■•■ ■ ■■ ■ ■■ EMI ■ ■■ MI NNE ■■■ TYPE G2 TYPICAL TYPE G2A TYPIC • ■■ MEN ■ ■■ ■ ■■ ■•■ ■ ■■ A. —..17 I2E -4 NL /EM A -37 A -7 via T/C Wa T/C A -5 Dbb- NOTE SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL UGHT FIXTURES. VERIFY ALL CONDON8 IN FIELD PRIOR TO BIDS. LIGHTING PLAN 1. 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. R 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 UGI{T FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDRTON ARE ACCEPTABLE. UGHTING 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 UGHTING FIXTURES. 4. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF ALL UGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY GYMBOREE. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THE ADJUSTABIL W OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION AND AIM THEM. 5. EMERGENCY AND OUT 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 UGHTING CIRCUITS FROM 1O1' -0' TO 150' -0' IN LENGTH SHALL UTIUZE #10 CONDUCTORS MINIMUM. ALL UGHTING CIRCUITS 151' -0' UP TO 250' -0' IN LENGTH SHALL UTIUZE #8 CONDUCTORS MINIMUM. CIRCUITS ABOVE 251' -0' SHALL UTILIZE #6 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 CEIUNGS 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 CEIUNGS ARE ACCEPTABLE 9. EXIT /EMERGENCY LIGHTS AT STOREFRONT ARE TO BE CEIUNG MOUNTED AND CENTERED 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 EXACT 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. ® PROVIDE WALL MOUNTED EMERGENCY UGHT WITH 90 MIN. BATTERY BACKUP CAPACITY. 3o SEE SWITCHBANK DETAIL THIS SHEET. CONTRACTOR TO VERIFY EXACT CONFIGERATION REQUIRED WITH SPACE AVAILABLE. PROVIDE LABELS AS DIRECTED BY OWNER. SWITCHES SHALL NOT BE MOUNTED HIGHER THAN 48" SWITCH BANK ma RECEIvED r. CITY OF TUKWIlA R APR 012008 ¢0j PERMIT CENTER LIGHTING CODED NOTES . i q 'F t GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PR (314) 415 -2400 FAX (314) 415 -2300 www.ercv.com w M mCO = M z w 0 Co v N N co 1 co 0 N IAA E. OF WASHINGTON LIGHTING PLAN SHEET NUMBER: E2.0 1 0) LIGHT FIXTURE SCHEDULE 41 ll,a9 SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER HEIGHT DESCRIPTION LAMP WATTAGE • Al 6" DIAMETER RECESSED COMPACT FLUORESCENT DOWNUGHT, CLEAR CONE, MATTE FINISH, ELECTRONIC BALLAST, SELF FLANGED REFLECTOR MAXILUME HV6PL- 1X32 —E- 120/277- 6101 —CL 9 -1/4" 32 watt, T4, 4Pin GX24q -3 Base, Triple Compact Fluorescent, 3000K, 82 CRI, 10,000 Hrs. PHIUPS: PL—T 32W/30/4P /ALTO OSRAM /SYLVANIA: CF32DT/E/IN /830 GE: F32TBX/SPX30 /A /4P 36 watts A1A 6" DIAMETER RECESSED COMPACT FLUORESCENT DOWNLIGHT. CLEAR CONE. MATTE FINISH, ELECTRONIC BALLAST, SELF FLANGED REFLECTOR. EMERG. BATTERY BACKUP MAXILUME HVBPL- 1X32 —E- 120/277— EMG75Q- 6101 —CL 9 -1 /4" 32 watt, T4, 4Pin GX24q -3 Base, Triple Compact Fluorescent, 3000K. 82 CRT, 10,000 Hrs. PHILIPS: PL —T 32W/30/4P /ALTO OSRAM/SYLVANIA: CF32DT/E/IN /830 GE: F32TBX/SPX30 /A /4P �1�1 36 watts • Di INCANDESCENT RECESSED DOWNUGHT HALO H7U1CT/30CAT 9-1/2" 60W A19 o- PHILIPS: 60A19 OSRAM /SYLVANIA: 60A19 GE 60A19 60 watts i F 2' LONG WALL MOUNTED MIRROR LIGHT METALUX: BC- 217 — UNV —EB$1 4- •-1/4" 2- 17watt, T8. L n ear BI—Pin r s nt Linear Fluorescent, 3000K. 82 CRI. 20,000 Hrs. PHIUPS: F17T8 /830 F017/830 OSRAM SYLVANIA: F017 / / GE F1718/SPX30 32 watts 0 G2 2' X 2' RECESSED FLUORESCENT TROFFER. HIGH BALLAST FACTOR ELECTRONIC BALLAST, 9 CELL SEMI — SPECULAR PARABOUC LOUVER. SIMKAR: TEP242- 2320- 9C—B11 —UNV 5 3/4" 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: 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: TEP242- 232U- 9C —B11— UNV —EM 2- 32watt. T8, U6, Medium Bi —Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. PHILIPS: F32T8/T11130 /ALTO OSRAM /SYLVANIA F032/830 GE: F32T8/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 CRI, 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- 16C —B11— UNV —EM 3- 32watt, TB Medium BI —Pin Base. Linear Fluorescent. 3000K. 82 CRI, 20,000 Hrs. PHILIPS: F32T8/T1.830 /ALTO OSRAM/SYLVANIA F032/830 GE F32T8/SPX30 93 watts • 1-2-1•1 4' BARE LAMP FLUORESCENT STRIP. ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION WIRE GUARD METALUX: SN132 —UNV 3 1/4" 32 Watt, T8, Medium BI—Pin Base, Linear Fluorescent, 3000K,' 82 CRI, 20,000 Hrs. PHILIPS: F32T8/1L830 /ALTO /SYLVANI'4' F032/830 GE: F32T8 /SPX30 32 watts L2 -6' 6' BARE LAMP FLUORESCENT STRIP. ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION WIRE GUARD METALUX: 6TSN225 —UNV 3 1/4" 2- 25watt, T8, Medium BI —Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20.000 Hrs. PHILIPS: F25T8/830 OSRAM/SYLVANIA F025/830 GE: F25T8/SPX30 46 watts �_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 METALUX: 8TSN232 —UNV 3 1/4" 2 -32 Watt, T8. Medium BI --Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. PHILIPS: F32T8/TL830 /ALTO OSRAM/SYLVANIA F032/830 GE: F32T8/SPX30 62 watts • L2E -4 ' 4' BARE LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP MP IN SECTION, EMERGENCY BATERY BACKUP WIRE GUARD METALUX: SN132— UNV — EMERGENCY 3 1/4" 32 Watt, T8. Medium BI —Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. PHILIPS: F32T8/TL830 /ALTO OSRAM/SYLVANIA F032/630 GE F32T8/SPX30 31 watts • M TOILET ROOM EXHAUST FAN /OZONE: PA900 --VL 7 -3/4" — -. 51 watts T2 TRACK MOUNTED METAL HALIDE WALL WASHER AMERLUX: SOL011 24HOT5E — 70 WATT MH PHILIPS: MH70 /C/U/14/3K 70 watts • T3 PAR 38 REAR LOADING GIMBAL RING TRACK HEAD, MATTE WHITE FINISH MAXILUME. ET 214 —WH 10 1 /8 " 45 watt, PAR38, Medium Screw Base, Quartz Halogen Flood PHILIPS: 45PAR38 /NFL GE: 45PAR/H/FL PHILIPS: 45PAR /CAP/FL 45 watts • TS SURFACE MOUNTED SINGLE CIRCUIT TRACK. MATTE WHITE FINISH MAXILUME: ET 2.ET4,ET 6,ET8 ET101 WH AS REQUIRED 11/16" — — — • X1 EXIT SIGN NAVIUTE NXPB3GWH — — — 2 watts LIGHTING FIXTURE SCHEDULE Dodocii4 C: ;Y 4 3 ^ - '4 RECEIVED CITY OF TUKWiL A c 4j APR 01 2008 PERMIT CENTER FREDERICK J. GOGLIA ARCHiTECT, NCARB, ISP 1350 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com mco M Z 0 LA GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 co 1 M CPS SHEET NUMBER: REGISTIE t S B DERICA J. SSZIJV Si ATE 'OF VIA !SIN LIGHTING FIXTURE SCHEDULE E3.0 5w I ELECTRIC LOAD SUMMARY 277/480V DESCRIPTION ACTUAL CONNECTED KW/KVA POWER FACTOR ACTUAL DEMAND N.E.C. CONNECTED KW/KVA N.E.C. DEMAND FACTOR N.E.C. DEMAND KVA LIGHTING 13.997 • 13.997 13.997 1.25 17.496 SHOW WINDOW LIGHTING ALLOWANCE - -- 120V, 10 _ -- _ -.#* 1.25 2#12 THHN 1E12 GRD RECEPTACLES 9.690 1.0 9.690 9.690 1.0 REalA1NING KW 9.690 MOTORS - -- 0.9 - -- - -- 1.0 +2510 LARGEST - -- FIXED ELECTRIC SPACE HEATING - -- * 1.0 - -- * ___ • 1.0 ___ AIR CONDITIONING SYSTEM 7.494* 1.0 7.494 7.494 * 1.0 +25% LARGEST 7.897 ELECTRIC WATER HEATER HEATER 0.750 1.0 0.750 0.750 1.0 0.750 MISCELLANEOUS - -- 1.0 - -- - -- 1.0 - -- TOTAL NOTES 31.931 TWO CATEGORIES INSTALLED OF COMPRESSOR INCLUDED = MINIMUM 31.931 31.931 VA. ONLY ON ONE 35.833 VALUE OF THE 220 -12 REQUIREMENT MINUS ACTUAL MOTOR IS ALREADY KVA (200VA PER FOOT OF SHOW WINDOW LIGHTING IN SYSTEM. APPLIED IN LIGHTING LOAD. FEEDER AMPERAGE UNIT. * USE GREATER ** N.E.C. ARTICLE SHOW WINDOW) *** 125% OF THE LARGEST ♦ POWER FACTOR N.E.C. DEMAND �0OQ SYSTEM VOLTAGE x 35.833 8 1000 = 43.2AMPS 480 x 1.73 EQUIPMENT WIRING SCHEDULE SYM. ITEM VOLTAGE HP. KW. F.LA. FEEDERS TYPE OF CONN. BRANCH BREAKER DISC. SW. BUSS FUSES REMARKS WIRE COND. O HEATER 120V, 10 -- 0.75 -- 2#12 THHN 1E12 GRD 3/4 " PLUG & CORD SINGLE CEP TACLE RE 20A-1P - -- - -- SECURITY 2a VAV -1 480V, 30 -- 7.5 -- 3 a 3/4' DIRECT HACK HAIR 15AF 15AF ___ LO Ckt. Na Zone Load Description Ati• A8- N.EC. Actud Phase it N.E.C. g g t Size Load Description Zone Ckt. Na 1 SPARE -- --- - -- A 0.500 0.500 LO SECURITY 2 3 T/C SHOW WIN. REC. 1 50/3 LO 0.360 0.360 B 0.360 0.360 LO 15/3 I TELEPHONE BD. 4 5 T/C SIGN LO 1.500 1.500 C 0.360 0.360 LO CASH REGISTER 6 7 T/C SHOW VAN. LTS. - -- LO 1.510 1.510 A 0.750 0.750 LO ----- CASH REGISTER 8 9 SHOW WIN. REC. - -- LO 0.360 0.360 8 0.200 0.200 LO ----- 11MECLOCK 10 11 SALES FLUORS. - -- 0.682 0.682 C - -- - -- - -- SPARE 12 13 SALES FLUORS. - -- 0.496 0.496 A 0.360 0.360 - -- SALES RECEPTS. 14 15 SPARE - -- - -- - -- 0 0.360 0.360 - -- SALES RECEPTS. 16 17 NL/EM NS - -- LO 0.316 0.316 C - -- - - -- SPARE 18 19 SPARE - -- - -- A 0.720 0.720 CASHWRAP 20 21 SALES ACCENT 1.612 1.612 B 1.800 1.800 LO MICRO./REFRIG. 22 23 SALES TRACK 1.800 1.800 C 1.500 1.500 LO I.S.S. RACK 24 25 SALES TRACK 1.350 1.350 A 0.360 0.360 LO MANAGER'S DESK 26 27 SALES TRACK 1.800 1.800 B 0.460 0.460 NS REC/BUZZER 28 29 SALES TRACK 1.800 1.800 C 0.750 0.750 LO WATER HEATER 30 31 SALES TRACK 1.200 1.200 A 0.360 0.360 LO SOUND SYSTEM 32 33 SPARE - -- - -- B 0.280 0.280 LO VAV- LT/REC 34 35 SPARE - -- - -- C - -- - -- SPARE 36 37 NON -SALES LTS. 0.331 0.331 A 0.500 0.500 LO I.S.S. RACK 38 39 SPARE - -- - -- B - -- - -- SPARE 40 41 SPARE - -- - -- C - --- ---- SPARE 42 Na Zone Load Description g i• Opts N.E.C. KW Acted KW Phase Phase Acted KW N.E.C. KW g s & ASE Load Description Zone' Na 1 8.437 8.437 A 2.498 2.498 2 3 30kvva XFMR 1 50/3 LO 7.592 7.592 B 2.498 2.498 LO 15/3 I VAV -1 4 5 8.508 8.508 C 2.498 2.498 HACK 6 7 SPACE - -- - -- - --w A - -- - -- ----- SPACE 8 9 SPACE - -- -- -- -- --- B - -- - --- ----- SPACE 10 11 SPACE - -- - -- - -- C - -- - -- - -- SPACE 12 13 SPACE - -- -- -- - -- A - -- - -- - -- SPACE 14 15 SPACE - -- - -- - -- B - -- - -- - -- SPACE 16 17 SPACE - -- - -- - -- C - -- - -- - -- SPACE 18 Panel WMrg Schedule (3-Phase) Panelboard A Voltage 120/208 , Phase _3_ Wire 4 AIC Rating 10,000 Panel Type AQ Mains 100A -3P MCB Mains Rating 225 AMP NEMA Type Endosure 1 Mounting SURFACE Options Note Notes •All &cult bredcers to be 20 -Amp, 1 -Pale unless otherwise noted. Zones marked T/C to be routed via timedodc Acted Load Totolc 0A 8.437 kw N.E.C. Connected Totds: 0A 8.437 kw 05 7.592_kw d8 7. 592 kw 0C 1w/013 kw /C 8.508 kw Total 24 kw Totd 24 kw (All Phases to be bdanced to within 7% using Actud Load Totda) 413/0 THHN AND 1//4 GROUND IN A 2" CONDUIT LANDLORD PROVIDED AT TENANT G.C.'S PENSE. 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. 200A -3P CIRCUIT BREAKER LANDLORD PROVIDED AT TENANT G.C.'S EXPENSE. 1 LANDLORD NOTE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL GENERAL ELECTRIC EQUIPMENT, PROVIDED BY GYMBOREE TO JOB SITE, 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 tiaras: AS - Powerlink AS Breaker LA - Handle Lock- -off device ST - Shunt Trip Tye AUX - Awdkry Contacts PA - Honda Padock Attadlment GFa - Ground Fault Circuit Interruppter HACR - Heating, A/C & R eirigsratlan LEASE LINE GYMBOREE SPACE Panel Whig Schedule (3 -Ph.ts' Panelboard HV Panel Type AE NEMA Type Endosure 1 Notes • All circuit breakers to be 20 -Amp, Actud Load Totdsc dA 10.835 kw 08 10.090 kw dC 11.006kw Totd 31.931kw PNL "HV" SEE PANEL SCHEDULE POWER RISER NTS (MI Phases to be bdanced to within 7% using Actud Load Totals) 600V,2 ' OA.. 200 A.F. LANDLORD PROVIDED AT TENANT G.C.'S EXPENSE TENANT G.C. TO RELOCA SWITCH. 443/0 THHN AND 1 #4 GROUND IN A 2" CONDUIT BY TENANT G.C.'S [ 318 THHN AND 1#10 GROUND IN A 1-1/4 CONDUIT BY TENANT G.C. Voltage 277/480 Phase Wire 4 Mains 225A - 3P MLO Mains Rating 225 AMP Mounting SURFACE Options 1 -Pole unless otherwise noted. N.E.C. Connected Total: fA 10.835 kw !OB 10.090 k r OC 11.006 kw Total 31.931 kw PNL SEE PANEL SCHEDULE THHN AND 1416 GROUND IN A 1 1/4" CONDUIT BY TENANT G.C. •6 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. AIC Rating 14.000 Note tklns: AS - Powerrhk AS Breaker LO - Hole Lock -off device ST - Shunt Trip Two AUX - Auxlimy Contacts PA - Honda Padlodc Attacunent Q Q - Grand Fault Circuit Interru ter HACR - Heating, A/C & R efrigeratl ' an ROOF CEILING NEW 7 -DAY, 24 -HOUR ELECTROMECHANICAL TIME CLOCK TORK #14400. 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 COMPLIANCE WfFH NEMA TP -1 STANDARDS. boa �oq� RECEIVED CITY OF TUKVU!i A APR 01 ?NJ PERMIT CENTER FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1850 CRAIG ROAD, SUITE 300 3T. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415 -2300 www.ercv.com gle117, GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 CO 0 N N CO 0 11] N 0 re 0 REC S w ERED t' 1 . , z TI T T ,) O T >�1AS fflNGTON ELECTRICAL SCHEDULES AND POWER RISER SHEET NUMBER: M � 5 w L E4.0 PROJECT INFORMATION: ISSUE TO PERMIT, BID & 100% CHECKSET ELECTRICAL RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED BY RE -USE EXISTING N/A REMARKS GIMBOINIE LANDLORD CONTR. LANDLORD CONTR. N LM DLCRD'S ELECTRIC ROOM • • • G.C. EXPENSE METER IN LANDLORD'S ELECTRIC ROOM • • • AT TENANT G.C. EXPENSE cos IN LANDLORD'S ELECTRIC ROOM • SERVICE ENTRANCE CONDUIT(S) TO LEASE SPACE • • • AT TENANT G.C. DENSE SERVICE ENTRANCE FEEDER(S) TO LEASE SPACE • • • AT TENANT G.C. EXPENSE 277/480 VOLT PANEL(S) • • STEP DN. LINE TRANSFORMERS & MOUNTING ACES (AS REQUIRED) • • 120/208 VOLT PANEL • • HVAC DISCONNECT SNITCH • o MANUAL MOTOR STARIER(S) • METER IN LEASE SPACE • cos IN LEASE SPACE • C/I'S CABINET IN LEASE SPACE • UGHTING FIXTURES AND LAMPS • • TOILET DCHAUST FAN(S) • • INSTAU-ED BY M.C.. VARIED BY E.C. RECEPTACLES IN SALES AREA • • RECEPTACLES IN STOCKROOM AREA • • POWER WRING TO HVAC EQUIPMENT • • UGHTING CONTACTORS • • POWER WRING TO 'CASHMRAP' • • POWER WIRING AND CONDUIT FOR SENSORMATIC EQUIPMENT • FLOOR BOXES AND COVERS • DELIVERY BUZZER SYSTEM • • TELEPHONE CABLE CONDUIT WITH PULLMNRE • • DATA CABLE CONDUITS WITH PULLWIRE • • TELEPHONE CABUNG AND JACKS • INSTALLED BY GYMBOREE SMOKE DETECTOR IN RETURN OR SUPPLY AIR DUCT • FIRE ALARM SYSTEM • MSC SYSTEM/SPEAKERS /CABINET • INSTALLED BY GYMBOREE MUSC SYSTEM WIRING /CONDUIT • • PRE -WIRE BY GYMBOREE - CONDUIT BY G.C. R.T.U. SERVICE RECEPTACLE • • TIME CLOCK • • 2 -NIKE UGHTING CONTROL RELAY • • Dm( AS -BUILT DRAW NGS • • CITY O A nn 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 IS 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 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 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 LINE 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 - 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 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 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. 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 WARRANT( 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 IS 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 CLIPS, 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, NI ,LIT 1 T T . F• I d 1. NO WORK EXCEPT FOR INSTALLATION OF NAMEPLATE SHALL BE DONE IN LANDLORD'S ELECTRICAL /METER ROOMS. COMPLETE POWER AND LIGHT! M . UTION SYSTEMS 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 LIST 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 I5 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 WHITE. 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 -1221 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 IS 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. dos -o4 44. EVED - TUKWILA 01 2008 PERMIT CENTER ELECTRICAL SPECIFICATIONS GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63148 P-L (314) 415-2400 FAX (314) 415 -2300 www.ercv.cam IJ W CO m W cri o 0 N G�C Rr GISTERED ARCH - / b . , h DE'FiCK .I. GOGUA STATE OF WASHY I;;TON ELECTRICAL SPECIFICATIONS SHEET NUMBER: E5.0 cn 1 1 fY co I- CO W a) a i2 o to I Q o STRUCTURAL ELEVATIONS BASED ON: – RED SURVEY – STRUCTURAL DRAWINGS STORE IS LOCATED ON LEVEL 1 OF 2 FINISHED FLOOR TO BOTTOM OF DECK ABOVE IS APPROX. UNINOWN FINISHED FLOOR TO BOTTOM OF LOWEST OBSTRUCTION (STEEL OR CONCRETE BEAMS /JOISTS, PIPING, ETC.) IS APPROX. UNKNOWN ALL OTHER EQUIPMENT, PIPING, AND DUCTWORK ELEVATIONS ARE AS NOTED ON THE DRAWINGS. NOTE CONTRACTOR IS TO VERIFY ALL CONDRTONS IN THE FIELD PRIOR TO BIDDING WORK. ANY CONDiiIONS THAT AFFECT THE INSTALLATION OF THIS PROJECT MUST IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER OR BE INCORPORATED IN THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY EQUIPMENT ORDERED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. SPRINKLER NOTES: ANY SHUTDOWN OF THE FIRE SPRINKLER SYSTEM REQUIRES LANDLORD APPROVAL AND COORDINATION. T.G.C. WILL REIMBURSE LANDLORD FOR EACH SHUTDOWN. ALL SHUTDOWNS MUST BE PERFORMED BY THE LANDLORD'S SPRINKLER CONTRACTOR. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AID INSTALLED BY THE LANDLORD'S APPROVED FIRE PROTECTION CONTRACTOR (AT TENANT C.C.'S DRPENSE) IN STRICT ACCORDANCE Wirth NE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. SPRINKLER SHOP DRAWINGS SHALL BE SUBURRED TO THE LOCAL FIRE MARSHALL'S OFFICE AND BUILDING DEPARTMENT TO RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT JOB SITE DURING CONSTRUCTION. TENANTS CONTRACTOR SHALL NOTIFY CENTER MANNEMENT PRIOR TO DEACTNA1iNG SPRINKLERS. SHOP DRAWINGS: THE SPRINKLER CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO LANDLORD AND APPROPRIATE AUTHORITIES AND INSURANCE UNDERWRITERS FOR APPROVAL A COPY OF THE APPROVAL LETTER FROM THESE AUTHORITIES SHALL BE FORWARDED TO TENANT, LANDLORD AND DESIGN ARCHITECTS. THE FOLLOWING LANDLORD DESIGNATED CONTRACTORS SHALL BE EMPLOYED BY TENANT G.C. TO PERFORM WORK IN THESE AREAS: EIREANALMEIGES GWARD1M SECURITY 9435 PROVOST ROAD NW SILVERDALE, WASHINGTON 98383 PHONE 360-692-3738 FAX 360- 692 -6857 E–MAIL BOB VEZZANI bveazaniOguardiansecurity .cam AD11IN: PONY MAURICE pmauricaOguardiansecurity .cam SESIBISIMAMIZIn PATRIOT FIRE PROTECTION, INC. COSCO FIRE PROTECTION ATTN: MARK FROMONG ATTN: PATRICK CARNAHAN 2707 70TH AVENUE EAST 15000 W00DINVILLE– REDMOND RD. SUITE 18 -800 TACOMA, WASHINGTON 98424 W00DINVILLE, WASHINGTON 98072 PHONE 253- 926 -2290 PHONE 425 -827 -9654 253 -284 -3535 425- 686 -6313 FAX: 253 -922 -6150 FAX: 425 -827 -4784 E–MAIL markEOpalriotfue.com E–MAIL pcamahanOco cofiraoom CROWN FIRE PROTECTION, INC. ATTN: JOHN ABEL 4932 WEST INTERURBAN BLVD. BOTHELL, WASHINGTON 98012 PHONE 425 -481 -7669 FAX: 425 - 481 -8695 E–MAIL jabelOcrormfpcom WESTERN STATES FIRE PROTECTION CO. ATTN: WES HAMILTON 7102 180T11 AVENUE NE, IA-105 REDMOND, WASHINGTON 98052 PHONE 425 –B81 -0100 FAX: 425 -881 -3030 E–MAIL: weston.hamitonOwsfp.cam THE CONTRACTOR FOR THIS DMSION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS MIND REVIEW DRAWINGS FOR ALL DIVISIONS 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 RESPONSIBILi1Y TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2 THE FNAC CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR ON ANY ADCH1ONAL STRUCTURAL STEEL REQUIRED TO SUPPORT MECHANICAL EQUIPMENT PER DETAILS SHOWN ON STRUCTURAL PLANS. THIS CONTRACTOR SHALL COORDINATE LOCATIONS AND REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. VERIFY SCOPE OF WORK VAIN THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. 3. FNAC CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT BEING USED OR SHOWN TO RBIAIN, IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE Al COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. 4. HVAC CONTRACTOR SHALL PROVIDE MD INSTALL ALL EQUIPMENT AND MATERIALS, INCLUDING ALL PIPING AND DUCTWORK, AND MAKE ALL CONNECTIONS, PER THE DRAWINGS AND SPECIFICATIONS. AN INDEPENDENT AIR BALANCE AND HVAC SURVEY COMPANY SHALL CONDUCT A COMPLETE INSPECTION OF THE INSTALLATION AND REPORT ANY DEIMTiONS FROM THE PLANS MIND SPECIFICATIONS. THE FWM CONTRACTOR SHALL BE LIABLE FOR ANY DISCREPANCIES MIND SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY CORRECTNE ACTION REQUIRED. 5. T.G.C. SHALL PROVIDE FIRE EXTINGUISHERS WHICH COMPLY WITH LOCAL FIRE CODE MIND THE SPECIFIC INSTRUCTIONS OF LOCAL BUILDING OR FIRE DEPARTMENTS PERSONNEL INSTALLATIONS SHALL, COMPLY WiEH NFPA 1110 AND LOCAL REQUIREMENTS. c!I ir- 1 xx–x XX' —X" ■J■ FIRE DAMPER – FD MOTOR OPERATED DAMPER – MOD CONTROL DAMPER – CD ROUBLE UBLE DUCT ROUND DUCT – UP ROUND DUCT – DOWN TEMPERATURE SENSOR THERMOSTAT DUCT UTD. SMOKE DETECTOR UNDERCUT DOOR UNiT HEATER (UH) ELECTRIC BASEBOARD HEATER (EBBH) EQUIPMENT DESIGNATION 1 CELNG ELEVATION PLUMBING CODED NOTES WPC CODED NOTES SUPPLY DIFFUSER 4–WAY THROW SUPPLY DIFFUSER 3–WAY THROW SUPPLY DIFFUSER 2 –WAY THROW RETURN GRIU.E ACCESS DOOR/PANEL BALANCE DAMPER SPIN IN FITTING y--14—S ECCENTRIC DUCT TRON5II CONCENTRIC DUCT TRANSMON SUPPLY DUCT – UP SUPPLY DUCT - DOWN RETURN OR EXH. DUCT – UP RETURN OR IDOL DUCT – DOWN ELBOW W/TURNNG VANES – LANDLORD INFORMATION - HEIGHTS UNAVAILABLE LEGEND AND SYMBOLS EXIST. IT EF -2 ley LANDLORD REQUIRED CONTRACTORS 12 ■E■ ENE' ■t■ ■■■ ■■■ ■M■ �----- I�--------- 1M- - ---�– Ire - -- -ter 16 "x14"SA - - - -- ----- -I- - -- – I---------- -II-- - - - --1 SALES ■EM ■I■ ■EM NNE ■E■ ■•■ INN ■EM MEM ■N■ ■EM ■E■ ■t■ ■t■ 1 EXIST. 10 EXIST. 10 "0T.E. 1 r• -- EXIST. 20 1 1 EXIST. 1 8"0T.E. } —___4 I c X 1 i 1+� CD EXIST. / 1 18 COORIDOR OPEN TO DECK 6 "0T.E. STOCKROOM OPEN TO DECK EXIST. 20"x18'" MECHANICAL PLAN 1 8' -6" REFER TO PLUMBING PLAN SHEET 112.1 MECHANICAL GENERAL NOTES D(IST. 8 "0T.E I I I r i 1 I 1 1 ■,e• — •• ∎•• ∎••r1/ VERIFY ALL CONDITIONS iN FIELD PRIOR TO BIDS, SMOKE DETECTION NOTE IN OCCUPANCIES NOT REQUIRED TO BE EQUIPPED WITH A FIRE ALARM SYSTEM, ACTUATION OF A SMOKE DETECTOR SHALL PCTNATE A VISIBLE AND AN AUDIBLE SIGNAL N AN APPROVED LOCATION. DUCT SMOKE DETECTOR TROUBLE CONIXTIONS SHALT. ACTIiVATE A VISIBLE OR AUDIBLE SIGNAL IN AN APPROVED LOCATION AND SHALL BE IDENTIFIED AS MR DUCT DETECTOR TROUBLE MECHANICAL CODED NOTES NOTE CONTRACTOR IS TO VERIFY ALL CONDITIONS IN THE ANY CONDTflONS THAT AFFECT THE INSTALLATION OF THIS BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER THE BID. DUCTWORK SHALL NOT BE FABRICATED OR ANY APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. 913VA M.N.1 KeMUSAMk NEW TITUS MODEL ATQS VAV BOX WITH 5 ELECTRIC HEATING COIL PROVIDED AND INSTALLED BY WPC CONTRACTOR. SEE SCHEDULE AND DUAL ON SHEET 112.0 FOR ADDITIONAL INFORMATION. TOILET EXHAUST FM WITH BA KDRAFT DAMPER FURNISHED BY GYMBOREE AND INSTALLED BY ELECTRICAL L CONTRACTOR FIN SHALL HAVE A CAPACITY OF 100 CFM 0 .35 S.P. TENANT'S GENERAL CONTRACTOR SHALL ROUTE NEW 6'0 EXHAUST DUCT TO LANDLORD'S DOSING 886 TOLET EXHAUST DUCT STUB –IN. FIELD VERIFY EXACT LOCATION. NEW VAV BOX CONTROLLER. MOUNT AT 48' A.F.F. COORDINATE FINAL WIRING REQUIREMENTS WITH LANDLORD MID ELECTRICAL CONTRACTOR. PROVIDE AND INSTALL MANUAL VOLUME DAMPER AT DIFFUSER CONNECTION TO BRANCH DUCT DROP (TYPICAL). NEW 2A -20BC FIRE EX11 NGUISHER SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. COORDINATE EXACT QUANTITY MID LOCATION WITH LANDLORD AND LOCAL FIRE MARSHAL NEW 1.5' tea I Y INSULATED SUPPLY AR DUCT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. PROVIDE TRANSiI1ONS AS REQUIRED. DUCT DIMENSIONS ARE CLEAR INTERNAL AR PATH DIMENSIONS. DOSING DUCTWORK MAY BE RE –USED F OF ADEQUATE SUE AND IN GOOD CONDITION. VERIFY IN HELD. HOLD ALL DUCTWORK AS HIGH AS POSSIBLE/PRACTICAL IN JOIST SPACE. 0 FLEXIBLE DUCT, MAXIMUM LENGTH 5'-0". TYPICAL PROVIDE SMOOTH TRANSITION AND PROPER SUPPORTS PER SMACK. USE FLEX DUCT FOR FiAL RUN–OUT TO DIFFUSER ONLY. ® NEW SPRINKLER HEAD SUPPLIED AND INSFA.LED BY LANDLORDS DESIGNATED SPRINKLER CONTRACTOR AT TENANT C.C.'S INTENSE (TYPICAL) COORDINATE EG10T LOCATION WITH NEW CEllJNG MD LIGHT FDCIURES. MODIFY SUPPLY PIPING AS REQUIRED. ® NEW SPRINKLER HEAD SUPPLIED AND INSTALLED BY LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR AT TENANT G.C.'S DIPENSE ON NEW TOILET ROOM CEILING. COORDINATE EXACT LOCATION WMH NEW U GHT/FNI FIXTURE. MODIFY SUPPLY PIPING AS REQUIRED. 10 PROVIDE AND INSTALL TURNING VANES AT ALL SQUARE/RECTANGULAR DUCT ELBOWS (TYPICAL). 11 THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DRAWING 11113E HOLDER FOR STORAGE OF ALL CONTRACTORS 'AS– BUILT DRAWINGS. D048 -(y9L1 FIELD PRIOR TO BIDDING WORK. PROJECT MUST IMMEDIATELY BE OR BE INCORPORATED N EQUIPMENT ORDERED PRIOR TO NOTE SEE SHEET 113.1 FOR REEPONSIBILTiY SCHEDULE �NkXySAYCkkb M NieCU.14 2 i5 1/4" = 1' -0" 1 LANDLORD'S EXISTING SPRINKLER MAIN WiTH STUB –IN. FIELD VERIFY EMT SIZE AND LOCATION. LANDLORD'S EXISTING 32'x20' SUPPLY AR MAIN DUCT. FIELD VERIFY EXACT LOCATION. COORDINATE CONNECTION OF 14'0 DUCT TO NEW VAV BOX WITH LANDLORD. TOILET ROOM DOOR SHALL BE UNDERCUT 3/4' (MN) TO FACILITATE RETURN AR FLOW. COORDINATE MTH GENERAL CONTRACTOR. LANDLORD'S EXISI1NG TOILET EXHAUST DUCTS. FIELD VERIFY EXACT LOCATIONS & SIZES. COORDINATE CONNECTION OF NEW TOILET DTHAJST DUCT WiIH LANDLORD. LANDLORD TO LEAVE DEMISING WALL 6' SHORT OF STRUCTURE FOR RETURN AR FLOW BACK TO LANDLORD'S VAV SYSTEM RETURN. COVER DURING CONSTRUCTION. NEW SMOKE DETECTOR WITH REMOTE TEST SWITCH AND LED INDICATOR LIGHT SUPPLIED AND INSTALLED BY WPC CONTRACTOR. COORDINATE WITH LANDLORD AND ELECTRICAL CONTRACTOR. FINAL CONNECTIONS BY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR AT TENANT G.C: S EXPENSE NEW 14 SUPPLY DUCT TO NEW VAV BOX. MINIMUM LENGTH 56'. COORDINATE EXACT POINT OF CONNECTION WITH LANDLORD. INSULATE PER LANDLORD'S CRITERIA. RE– INSULATE LANDLORD'S EXISTING SUPPLY AIR MAIN DUCT AS REQUIRED. FIELD VERIFY SUPPLY AIR PRESSURE FROM LANDLORD'S MAN S.A. DUCT. LANDLORD'S EXISTING 18x18 DAMPERS) SUPPLY AR DUCT PONT OF CONNECTION. FIELD VERIFY EXACT LOCATION. ADJUST FOR 2,510 MA SUPPLY AIR. LANDLORD'S EXOSiiNG 16'0 DIAPERED SUPPLY AR DUCT STUB –IN. FIELD VERIFY EXACT LOCATION. AVOID WITH ALL NEW ETON. CAP AS REQUIRED. NEW 16' x16' TRANSFER AIR GRILLE LOCATED ABOVE CEiLNG AS HIGH AS POSSIBLE /PRACTi COORDINATE WITH GENERAL CONTRACTOR FOR GYP. BOARD ROUGH –IN LOCATION. ,, LANDLORD'S DOSING 18'0 TOILET EXHAUST DUCT UP. FIELD VERIFY EXACT LOCATKNN. LANDLORD'S EXISTING 8 TOILET EXHAUST DUCT STUB –IN. FIELD VERIFY suer LOCATION. AVOID WITH ALL NEW CONSTRUCTION. CAP AS REQUIRED. RECEIVED CITY OF TUKVVILA PERMIT CENTER FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP t95o CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com CD CO 3 t W tY c� o GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 CO N N REGISTERED ARC IITEfT 4 Or i J. GO MA ) STATE OF WASKINGTON MECHANICAL PLAN SHEET NUMBER: M1.0 m 0 o hQ NEW VAV -1 LOCATION: SEATTLE, WASHINGTON BLOCKLOAD 4.15 CRY NAME LOCATION LATRUDE LONGTUDE ELEVATION SUMMER DESIGN DRY BULB SUMMER COINCIDENT WET BULB SUMMER DAiLY RANGE WINTER DESIGN DRY BULB CURRENT DATA 15 NR SYSTEM INFORMATION SIZING CALCULATION INFORMATION ZONE AND SPACE SIZING METHOD ZONE CFM: SUM OF SPACE AIRFLOWS SPACE CFM: PEAK SPACE LOAD CENTRAL COOLING COIL SIZING DATA TAG TOTAL COIL LOAD NS - 4.7 SENSIBLE COIL LOAD gota) - 3.9 MAX. POSSIBLE CFM - 2,540 SSD��ESIGN SUPPLY TEMP. CO - 55.0 B U /HR/Sq.Ft - 38.8 i SUPPLY FAN SIZING DATA ACTUAL MAX. CFM - 2,540 STANDARD CFM - 2540 ACTUAL. MAX. CFM /Sq.Ft - 1.11 OUTDOOR VENTILATION AR DATA TABLE 1. SIZING CALCULATION INFORMATION ZONE AND SPACE SIZING METHOD ZONE CFM: SUM OF SPACE AIRFLOWS SPACE CFA: PEAK SPACE LOAD TABLE 2. ZONE SIZING DATA ZONE NAME PEAK COOLING AT -- JULY 15:00 COOLING OA DB/RH - 85.0'F/51.7% ZONE LOADS SALES_ /FIRING STOCK, ETC. SOLAR TRAISMISSION Sq.Ft. ROOF TRANSMISSION Sq.Ft.) � (S T g RANSMISSION ( Sq.Ft) UGHES (I ATT5 ) EQUIPM ENTT ( WA ) PEOPLE VENTILATION (CFA) INFILTRATION SAFETY PU O W N N N/ /W� - UP SUPPLY FAN LOAD (cfm) PLENUM WALL LOAD PLENUM ROOF LOAD PLENUM UGH11NG LOAD TOTAL SYSTEM LOADS ROOM PURPOSE SALES STOCK/ETC. TOTAL FLOOR AREA SQ. FT. 1,700 523 CFM PER SQ. FT 0.3 0.15 - SEATTLE - WASHINGTON - 47.5 DEGREES - 122.3 DEGREES - 449 FT - 85.0' F - 65.0' F - 183 F - 23.0' F - CARRIER DEFAULTS DESIGN WEATHER DATA AIR SYSTEM SIZING SUMMARY SYSTEM TYPE - FAN POWERED VAV BOX NUMBER OF ZONES - 1 DESIGN q AIRFLOW (CFA) - 590 (THRU WS SYSTEM) COOLING SENSIBLE (MBH) 29.7 9.4 DETAILS 2006 IMC OUTSIDE AIR REQUIREMENTS CFM RTOD. 510 79 CALCULATION MONTHS: J- F- M- A- M- J- JAS -0 -N -D SIZING DATA: CALCULATED CFM/PERSON ZONE SIZING SUMMARY CALCULATION MONTHS: J- F- M- A- M- J- J- A- S -0-N -D SIZING DATA: CALCULATED NOTE: ZONE LOADS CALCULATED AT OCCUPIED THERMOSTAT SETPOINT. AR SYSTEM DESIGN LOAD SUMMARY HVAC LOAD CALCULATIONS PEAK HEATING AT - WINNER DESIGN HEATING OA DB 23.O•F SYSTEM NUMBER VAV -1 MR FLOW () 1,940 600 COOUNG SENSIBLE ( BTU/HR) 0 0 0 5.463 13,639 2,775 8,900 38 7,746 N/A 0 0 20%/20%/20% 6,105 344 4 20 2,540 2,724 0% 0 0% 0 157E 2.796 45,431 NOTES: (1) ZONE LOADS CALCULATED AT OCCUPIED THERMOSTAT SETPOINT. (2) ZONE CONDMONING BASED ON HEAT EXTRACTION ANALYSIS. (3) IN THE COOLING COLUMN, POSITNE LOADS INDICATE HEAT GAINS WHILE POSTNE COIL LOADS INDICATE SYSTEM HEAT REMOVAL (4) IN THE HEATING COLUMN, POSITIVE LOADS INDICATE HEAT LOSS, WHILE POSMVE COIL LOADS INDICATE SYSTEM HEAT ADDITION. LOAD OCCURS AT 0A DB/WB (' ENTERIIM DB /YYB LEAVING DB COIL ADP C RESULTING DESCRIPTION NEW TITUS MODEL 1ATQS -7 FAN POWERED VAV BOX WiTH 5kw ELECTRIC HEAT COIL, INLET SIZE 14". 2,550 FAN CFM 0 0.5 SP, 460v/3ph/4 -WIRE, 1 hp /277v MOTOR, 2510 PRIMARY CFM (845 CFM MIN.) ACCESSORIES: MFR'S FILTER BRACKETS HVAC EQUIPMENT SCHEDULE OUTSIDE AIR REQUIREMENTS FLOOR AREA - 2,260 Sq.Ft. ACTUAL OUTSIDE AIR CFM PER UNIT N/A r DESIGN MONTH L HOUR JULY 15:00 JULY 15 :00 COOUNG LATENT (T TU/HR) 0 0 0 0 0 0 7,790 0 0 1,558 0 0 0 9,348 DO NOT ATTACH ANYTHING DIRECRY TO SLAB OR ROOF DECK ABOVE. TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AR FLOW BACK TO LANDLORD'S AIR CONDITIONING U NTT. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANT'S SPACE. LANDLORD'S SPRINKQER SYSTEM IS DEFIED PER OpINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. NO ISOLATION VALVES WILL BE PROVIDED OR PERMIiTED. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE MID INSTALL Al BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANT'S SPRINKLER SYSTEM DESIGNS SHALL BE BASED UPON THE REQUIRBMENTS OF THE STATE OF WASHINGTON, CRY OF TUKWILA FIRE DEPT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT, AND INSTALL TITIAN'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPEcFCAT DNS. SPRINKLER LAYOUT AND AND PIPE SIZING SHALL BE HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIiEMENES OF NFPA -13. A L SPRINICL ER HEADS IN THE FORWARD SEWNG AREA ME TO BE CONCEALED POP OFF COVER TYPE. ALL SUPPORTS SHALL BE FROM STRUCTURAL BEAMS AND JOISTS, NOT FROM FLOOR OR ROOF DECK ABOVE. TENANT'S CONTRACTOR SHALL INSTALL MI INSPECTORS TEST CONNECTION, PIPED TO A FUNNEL DRAIN, (NTH WET TRAP), MOUNTED 3 A.F.F.. INSTALL A 1' CORROSION RESISTANT SHUT -OFF VALVE. TENANT SHALL INSTALL A VANE TYPE WATEIRFLOW DETECTOR IN THE MAIN SPRINKLER UNE IMMEDIATELY AFTER CONNECTION TO THE LANDLORD'S MAIN, WHICH IS CONNECTED TO THE LANDLORD'S FIRE ALARM SYSTEM. DO NOT ATTACH ANYTHING DIRECTLY TO SLAB OR ROOF DECK ABOVE. MAXIMUM LENGTH OF FLEX DUCT IS 5'-0". LANDL • RD NOTES 500 W. 205 W. 225 W. 480 W. 800 W. 200 W. 30 KVA 500 W. 205 W. 225 W. 400 W. 300 W. 120 W. 800 W. TOTAL ELEC. EQUIP. A NONE ONMMW - JULY 15:00 - 85.0/65.0 - 77.9/63.2 - 53.6/52.3 - 50.9 - 0.10 - 48.07E - 16.38 NONE NONE RELIARKS NONE HEATING LOAD (MBA) 0.0 1.4 HEATING (BTU/HR) 0 0 0 0 0 0 0 0 0 241 1 04 -609 0 0 551 12 OA THRU LL'S SYSTEM (LAC-1F). 12,395 TOTAL CFM/3,100 MIN. CFM/2.170 OA CFM NEON SIGN SOUND SYSTEM & TELE CASH REGISTER PC COMPUTER/PRI 1 MICRO/REFRIG VIDEO MONITOR TRAANSFQRMER EQUIPMENT HEAT GAIN AIR DEVICES FURNISHED AND INSTALLED BY MECHANICAL NOTES 1. SYMBOL KEY - FIRST LETTER: S- SUPPLY R-REIURN E- EXHAUST L-UNEAR SECOND LETTER: D- DIFFUSER R- REGISTER G- GRILLE 2. CATALOG NUMBERS REFER TO HART & COOLEY 3.PROVIDE THROW AS INDICATED 4. FINISH - "A' -WHITE G.C. TO FIELD PAINT. - WHITE TAG CATALOG NUMBER SD-1 FGNPD SR -1 821 RG-1 RH45T RG-2 RH45 MOD. 24'124" 18'x8' 24 "x24' 18x18" SRE NECK 10'0 16'x6' 2 2 " x 2 2 • 16 "x16" N.E.C. ELEC. • COUNG AIR DEVICE SCHEDULE MOUNTING CONTRACTOR OTHER DUCT MiD WALL MTD HVAC. LOAD WATTS STEEL • • MATERIAL ALUM. QTY. SALES WATTS 500 120 1,070 NONE NON SALE'S QTY. WATTS 1.705 5. DAMPERS SHALL BE OPERABLE FROM FACE ' A OPPOSED BLADE ' B' RADIAL OPPOSED BLADE ' C' RUSKIN CFD OR CFDR FIRE DAMPER W/VOLIIME CONTROL ' D' YOUNGS REGULATOR, DPR MODEL f 5020 -CC B. BORDER STYL.E- ' A• SURFACE MOUNTED ' B' LAY -IN, PROVIDE WITH PLASTER FRAME FOR DRYWALL CEILING MOUNTING. ' C' LAY -IN FRAME FOR T-BAR CEILNG. FINISH B B B B DPR. A A A C A C A 0 ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH INTERNAL SECTORIZING BAFFLES FOR AIR PATTERN SHOWN. PROVIDE WITH THROW REDUCING VANES. NONE DUCT HANGING DETAILS VOLUME DAMPER FURNISHED WiTH SUPPLY REGISTER SECTION DUCT MOUNTED SUPPLY REGISTER ALL DUCT UNER TRANSVERSE EDGES TO BE COATED W/ ADHESIVE IN ACCORDANCE W/ SMACNA STANIWRDS TAPE DOWN EXTERNAL INSULATION FASTEN W/ MIN. (3) SHT. MTL SCREWS, SEAL W/ DUCT TAPE AND MASTIC ROUND RIGID DUCT- I 1 1/2" WRAPPED INSULATION -. ROOF JOIST HANGER WIRE ROOF JOIST HANGER WIRE MAIN DUCT ROUND DUCT TAKE -OFF DETAIL SHEET MTL DUCT HANGER SPIRAL DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS RECTANGULAR DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS NONE SUPPLY REGISTER SURFACE MOUNTED TO DUCT THE CONTRACTOR IS TO ADJUST THE SIDE LOUVERS TO 30' IN EACH DIRECTION. THE THE DOWN UP FLANGED AND GASIKETED JOINT OR DUCT CONNECTION MID RE- ENFORCEMENT IN ACCORDANCE W/ 5MACNA 2" W.G. CLASS, SEAL NON- CASKETED TRANS- VERSE JOINTS IN ACCORDANCE W/ SMACNA CUES 'C' (iWP.) 1 -1/ ACOUSTICAL IS TO ADJUST LOUVERS TO 20' IN CONICAL OR BELLMOUTH SPIN IN FITTING, SEAL AIRTIGHT W/ AR VOLUME DAMPER WITH LOCKING QUADRAT PROVIDE WITH 3' EXTENDED SWIFT, HANDLE AND COLLAR DAMPER HANDLE TO BE INSTALLED MAXIMUM OF 3'-0" ABOVE CEILING. NONE LANDLORD'S -\ S.A. DUCT EXISTING BELL MOUTH OR CONICAL TAP BY LANDLORD - VAV SUPPORT DETAIL TO S.A. MAIN x BY LANDLORD L BY TENANT 4 DUCT DIAMETERS (MIN.) STRAIGHT SECTION SHALL BE SAME SIZE AS VAV BOX INLET (FLEXIBLE DUCT SHALL NOT BE ALLOWED) NEW VAV BOX n INSULATED FLEXIBLE CONNECTION (MIN. 3 FT., MAX. 4 FT.) FIRE DAMPER WHERE INDICATED ON PLANS. DIRECTIONAL BLOW PLATE CUPPED ON DIFFUSER RODS. SEE NOTE BELOW. SUPPLY AR DIFFUSER (LAY -IN FRAME) ROOM THERMOSTAT SHT. MiL aBOW REQUIRED 8' LONG SHT. MTL SECTION SECURED TO DIFFUSER COLLAR W/ MIN. (3) SHT. MTL SCREWS, DUCT TAPE AND LI ASTTC. TRANSITION FROM DUCT SCE TO DIFFUSER NECK SIZE AS NECESSARY THERMAL INSULATING BLANKET REQUIRED FOR FIRE RATED CEILINGS ONLY. DIFFUSER INSTALLATION DETAIL -- NONE -- E SECURELY TAPE VINYL FLEX DUCT TO SHT. NIL W/ MIN. OF (2) CONTINUOUS WRAPS OF DUCE TAPE. STRAP CLAMP OVER FLEX DUCT INSULATION L VINYL TO SHT. MiL TAPE INSULATION TO DUCT TO FORA A GOOD SEA. 4 DRYWALL CMG. STEEL MOUNTING FRAME REQUIRED FOR DRYWALL CEIUNG INSTALLATION SEE DETAIL THIS SHEET. RECEIVED CITY OF TUKWIL.A NOTE ALL DIFFUSERS SHALL HAVE 4-WAY FACE PLATES WITH INTERNAL APR 0 1 ZOOS SECIDRQING BAFFLES FOR AIR PATTERN SHOWN. PROVIDE WITH 0 =RMIT CENT ER THROW REDUCING VANES. 1 -WAY, 2 -WAY & 3-WAY ARE DESIGNATED' ON PLANS BY SHADED AREA INDICATING INACTIVE SECTION. FREDERICK J. GOGLIA ARCHITECT, NCARB, ESP 1950 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63148 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com a v v N • N N M GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 a• ii,i■ S, GOGLIA 35-ATE OF WASHINGTON HVAC DETAILS & SCHEDULES SHEET NUMBER: M2.0 w Q 0 PLUMBING GENERAL NOTES CONNECT NEW SANITARY UNE INTO THE LANDLORD'S EXISTING SANITARY SEWER SIUB -IN. FIELD VERIFY EXACT SUE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONNECT NEW VENT LINE INTO THE LANDLORD'S DIMING 3" CAPPED VENT SUB -IN. FIELD VERIFY DUCT SIZE AND LOCATION PRIOR TO BEDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONNECT NEW COLD WATER UNE INTO THE EXISTING 3/4" COLD WATER STUB -IN FROM LANDLORD'S METER BANK AT COLUMN A/26. FIELD VERIFY EXACT SIZE AND LOCATION. REFER TO RISER DIAGRAMS AND PWMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. FURNISH AND INSTALL WATER HAMMER ARRESTERS IN THE DOMESTIC COLD MD HOT WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM. WATER HAMMER ARRESIEFS TO BE LOCATED IN AN ACCESSIBLE LOCATION. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. INSTALL 1/2" WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER FLOOR TO FLOOR DRAIN. TRAP PRIMER TO BE LOCATED IN AN ACCESSIBLE LOCATION. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL DRAWING TUBE HOLDER FOR STORAGE OF ALL CONTRACTORS "AS- BUILT DRAWINGS. REFER TO DETAIL 2/M2.0 FOR ADDTITONAL INFORMATION. LOCATE/INSTALL NEAR ELECTRICAL PANELS & T.T.B. NEW INSTANTANEOUS WATER HEATER PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND DETAIL FOR A DDMONAL INFORMATION. PLUMING CONTRACTOR TO PROVIDE AND INSTALL BACKFLOW PREVENTER AS REQUIRED PER LANDLORD AND LOCAL CODE. LANDLORD'S 3" VENT STUB -IN. FIELD VERIFY EXACT SIZE AND ELEVATION. LANDLORD'S 4" FLUSH FLOOR CLEANOUT. LANDLORD'S 4" SANITARY SEWER MAIN. LANDLORD'S MARSH GAS SYSTEM. TAT DISTURB. LANDLORD'S 4" RAIN LEADER AND 6" UNDERGROUND STORM DRAIN. DO NOT DISTURB. PLUMBING CODED NOTES 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 PRESSURE GAGE MK FLOW PREY. P & T RELIEF VALVE POINT OF CONNECTION P.O.C. GAS PIPING CHECK VALVE UNION S. OR W. OR SAN CD V CW HW SOV FC0 WC0 FD STACK umaxma i3CAAitLlHb :AmumYtS2iiCII'.StS22. am FINISHED FLOOR — NOTE: INSULATE EXPOSED PIPING BELOW LAY. PER HANDICAPPED REQUIREMENTS. RECEPTACLE BY ELECT CON1R C.W. J1 ANGLE VALVE RISER 1. THE CONTRACTOR FOR THIS DIVISION OF WORK 15 REQUIRED TO READ THE SPECIFICATIONS MID REVIEW DRAWINGS FOR ALL DMSIONS OF WORK MID 15 RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DMSIONS OF WORK. R 15 THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2. Al ROOF CUTTING, PATCHING AND FLASHING REQUIRED TO INSTALL THE PLUMBING SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. COORDINATE ROOF PENETRATIONS WITH LANDLORD AND THE GENERAL CONTRACTOR. 3. THE WATER SUBMETER SHALL BE PURCHASED FROM LANDLORD'S VENDOR TO MAINTAIN UNIFORMITY. CONTACT METRO TECHNOLOGIES, WILLOW WINGATE AT (205)945 -0300. PLUMBING CODED NOTES NONE 11 TAG WC LAV FCO DESCRIPTION WATER CLOSET: AMERICAN STMDARD #2377.100, CADET AQUAMETER, 16 1/2" HIGH, FLOOR MOUNTED, ELONGATED BOWL, 1.6 GALLON FLUSH WITH CHROME ANGLE STOP & SUPPLY AND OPEN FRONT WHITE SEAT LESS COVER. LAVATORY: AMERICAN STANDARD # 0124. 024, COMRADE, 20X18' WITH CHROME ANGLE STOP, CHROME P- TRAP, CONCEALED ARM WALL HANGER AND GRID STRAINER. INSULATE P -TRAP AND SUPPLY ONES WITH 1/2" ARMSTRONG "ARMAFLDC' INSULATION FOR A.D.A. COMPLIANCE. MOUNT AT HEIGHT AS DIRECTED BY ARCHITECT. WATER HEATER: IN- SINK- ERATOR MODEL UWL, 6.5 AMPS, 750 WATTS, 120 VOLT COMPLETE WITH FLOW CONTROL ASSEMBLY AND SINGLE LEVER A.DA COMPWWT CHROME FAUCET. FLOOR DRAIN: ZURN Z- 415 -68, CAST IRON BODY, COMBINATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 3" BOTTOM OUTLET WITH 6" ROUND NICKEL BRONZE STRAINER. INSTALL WITH DEEP SEAL P -TRAP. TRAP PRIMER: PRECISION PLUMBING PRODUCTS #P2 -500 WITH ADJUSTABLE FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVENTER. 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 CLEAN-OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. ZURN ZANB- 1460 -9, 9" X 9" WALL ACCESS PANEL AND FRAME SET FLUSH TO FIN. WALL WITH SECURING WGS. SIOUX CHIEF 653-A SERIES OR EQUAL BY PRECISION PWMBING PRODUCTS, INC. NEW WATTS 3/4" MODEL # 909 (OR EQUAL) RPZ BACK FLOW PREVENTER PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR DOWNSTREAM OF WATER METER. PROVIDE NR GAP FITTING (909AG -C) MID ROUTE RELIEF VALVE PIPING TO NEAREST FLOOR DRAIN. COORDINATE EXACT LOCATION WITH LANDLORD ZURN #Z- 1400 -HD -2 (CONC. FLOOR) OR ZN- 1400 -2 (TILE FLOOR). CAST IRON BODY WITH GAS AND WATER TIGHT ABS TAPERED THREAD PLUG AND ROUND SCORIAIED TOP ADJUSTABLE TO FINISHED FLOOR. `2:C2AHI.HI AAAAAHIHI PLBG FIXTURE & EQUIPMENT SCHED NOT USED 1/4" DIAMETER THRU BOLT W/TOGGLE (IYP. OF 2) PAN HEAD SCREWS TO SECURE STRAP 3/4" X 2" POPLAR PLYWOOD TRW SCREWED TO 2 X 4. IIEEAL SIRW (`IMP. of 2) SECTION NUS P120 CON1R MUST PROVIDE AND ATTACH A LABEL (WITH CLEAR TAPE) STATING: AAAAAAAAAA euuupuuuwuuuHIHIHIWUUHIUNAM DRAWING TUBE DETAIL THANK YOU. LOOSE PVC TOP CAP WENT OF WOOD HOLDER PVC BOTTOM CAP GLUED IN PLACE THIS TUBE CONTAINS STORE DRAVWNGS AND 15 NOT 10 BE REMOVED WITHOUT THE CONSENT OF 1HE STORE MANAGER. NONE 1 3" 3" ELEVATION MB 26" AAKAA WATER HEATER DETAIL MAMA= '3AMKAUSAAANAMAAKAZASAZZAAAAASSAAAAWASAA •H AAAAA e.e¢ea:m:e +ee¢ec:: • :::::: s{ x AA KA +:}vye::::::o xaweex AAANec:- H- .*.+ »eceeeca IXAAAMAANcunaa;.w;AAXAAMw. PIPE HANGER DETAIL HANGER ROD PIPE INSULATION INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS PIPE INSULATION PROTECTION SHIELD. USE 16 GAUGE SHEET STEEL, 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT, OR GRINNEL FIGURE 167. RECEIVED CITY OF TUKWILA APR 0 1 2006 PERMIT CENTER PARTIAL PLUMBING PLAN 1/4"=V-0" D GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 FREDERICK J. G0GLIA ARCHITECT, NCARB, ISP ism CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PFL (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com W CO 00 M w O J W Q 0 re Z 2 LLB IY co W o0 M 0 Z Z co L CO V z �" I- o-I w > =' co a V V� °i- CC) o 0 N u7 N r r N CV Y) 0 0 6897 R E( STER ANC, TEC 4 I:J r;IC GOG'.1A STATE OF WASHINGTON PLUMBING DETAILS & SCHEDULES SHEET NUMBER: M2.1 a M 0 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 DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS 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 SUBST1TU11ONS 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 INSTAWNG 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 LISTED 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 LINE 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 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 MONEYS SHOULD BE INCLUDED IN THE BID. 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 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 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 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. 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 'RN" 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 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 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. DIVISION 15300 - FIRE PROTECTION (IF APPLICABLE) SECTION 15301 - 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 SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. INSTALLATION OF NEW WET SPRINKLER SYS I EM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE , NFPA -13, LOCAL CODES (STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEP'T.) AND LANDLORD'S CRITERIA. 2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 1:222 KAAW2MMUSt 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, HYDRAUUC 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. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, RELIABLE, STAR, OR VIKING. ALL SPRINKLER HEADS SHALL BE LISTED FOR APPLICATION INSTALLED FOR. 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F 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 UNES 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 CEIUNG 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 AUTHORITIES HAVING JURISDICTION. DIVISION 15400 - PLUMBING SECTION 15401 - 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 PLUMBING SYSTEMS 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 HORIZONTAL RUNS OF PIPING LOCATED IN CEIUNG 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 A.D.A. REQUIREMENTS. G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD LINES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL OR EQUAL J.R. SMFFH "HYDROTROLS ", INSTALLED IN AN UPRIGHT POSITION. 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. 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 APPUCABLE AND INCLUDE ALL COSTS IN BID. 0. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. Dnft--ogl4 RECEIVED CITY OF TUKWILA APR 01 2008 PERMIT CENTER FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP '1950 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 FR (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com w CO CO M w GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 W 1 a W 2 J W D co 0 W co Z zg CO = n - ce >" 15 0 -1 0 0 CD ul r I- ce O �;. I�r�GISTPR AR ,Hi UL. C � • .. 'J J. GOGLIA STATE OF WASHINGTON MECH. SPECS/ RESPONSIBILITY SCHEDULE SHEET NUMBER: M3.0 1 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 UNK, 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 G.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 /RELIEF /SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PROT 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 15 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 SCHEDULING 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 WORKMANSHIP 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) anmnzwewa V.A.V. BOXES ITEM DIFFUSERS AND GRILLES LOW PRESSURE DUCTWORK HIGH/MEDIUM PRESSURE DUCTIMORK TEMPERATURE CONTROL SYSTEM TOILET EXHAUST FRO) AIR BALANCE REPORT - TABC AS -BUILT DRAWINGS ITEM P LUMBING FIXTURES SAN, CW, NW, PIPING WATER HEATER AND ACCESSORIES AS -BUILT DRAWINGS ITEM SPRINKLER PIPING AND HEADS FIRE EXTINGUISHERS AS-BUILT DRAWINGS HVAC RESPONSIBILITY SCHEDULE FURNISHED BY INSTALLED BY GYMBOREE LANDLORD • FURNISHED BY CONTR. • • • • • • • PLUMBING RESPONSIBILITY SCHEDULE G'MBORI:E LANDLORD CONTR. • • • • • • • LANDLORD LANDLORD DO.50-•0414 CONT • • • • • • INSTALLED BY CONTR • • • FIRE PROTECTION RESPONSIBILf f Y SCHEDULE FURNISHED BY INSTALLED BY RE —USE G SIBOREE LANDLORD CONTR. LANDLORD CONTR. EXISTING • • RE —USE EXISTING RE —USE EXISTING N/A N/A VAV BOX SEQUENCE OF OPERATION; OCCUPIED 1. IF THE SPACE TEMPERATURE GOES ABOVE THE OCCUPIED COOLING SETPOINT, THE CONTROLLER WILL POSMON 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 COOLING SETPOINT, THE CONTROLLER WILL ENTER DEADBAND MODE AND THE PRIMARY AIR VALVE WILL BE POSITIONED TO MAINTAIN THE PRIMARY MR 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 RECEMNG WARM AIR FROM THE AHU, THE CONTROLLER WILL POSITION THE PRIMARY AIR VALVE TO MAINTAIN THE PRIMARY AIR VOLUME AT THE PRIMARY NR 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 RECEMNG 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. UNOCCUPIED THE PRIMARY AIR VALVE WILL RETURN TO rrs NORMAL POSITION AND ANY STAGES OF REHEAT SHALL FUNCTION IN SETBACK. REMARKS REMARKS N/A REMARKS RECEIVED CITY OF TUKW ILA APR 012008 PERMIT CENTER FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP 1950 ORAIQ ROAD, SUITE 300 ST. LOUIS, MO 63146 PM (314) 415 -2400 FAX (314) 415 -2300 www.ercv.cam a GYMBOREE CORPORATION 500 HOWARD STREET SAN FRANCISCO, CALIFORNIA 94105 co 03 N In T r C4 N .__1 Ill Q WM ffi 5 Ce Q� O z z CO CO W a) U i 2 I O J > o E (19 th co Y in T I— ce 0 J11� a, G a GLIA S - M - E GE ►NASHILNGTON DEGISTERE Aliz;HITEC MECH. SPECS./ RESPONSIBILITY SCHEDULE SHEET NUMBER: M3.1