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Home My WebLink AboutPermit D08-283 - WESTFIELD SOUTHCENTER MALL - BEACHWORKS - TENANT IMPROVEMENT2686 S EACHWORKS UTH CENTER MALI. D08 -283 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 -283 Occupant /Tenant: BEACHWORKS Building Address: 2686 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: 64 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES CityOf Tukwila Parcel No.: 6364200010 Address: 2686 SOUTHCENTER MALL TUKW Suite No: Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: BEACHWORKS Address: 2686 SOUTHCENTER MALL , TUKWILA WA Contact Person: Name: NINA SO Address: 3195 B AIRPORT LOOP DR , COSTA MESA CA 92626 Phone: 714- 825 -8888 Contractor: Name: TIMBERLINE CONSTRUCTION INC Address: 7152 HAZARD AV , WESTMINSTER CA 92683 Phone: 714 903 -1185 Contractor License No: TIlVIBECI92OLL doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -283 Issue Date: 06/13/2008 Permit Expires On: 12/10/2008 Expiration Date: 06/13/2010 DESCRIPTION OF WORK: RETAIL TENANT IMPROVEMENT CONSISTING OF NEW INTERIOR WALLS, CEILINMG, RESTROOM, MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES, AND INTERIOR FINISHES Value of Construction: $190,000.00 Fees Collected: $3,169.20 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 D08 -283 Printed: 06 -13 -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 Permit Number: D08 - 283 Issue Date: 06/13/2008 Permit Expires On: 12/10/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: WI 14 I hereby certify that I have read and • ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or , ie performance of work. I am authorized to sign and obtain this development permit. `1 �..�_ Date: (9 C6 CD Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08 -283 Printed: 06-13 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Parcel No.: 6364200010 Address: 2686 SOUTHCENTER MALL TUKW Suite No: Tenant: BEACHWORKS 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 -283 Status: ISSUED Applied Date: 05/16/2008 Issue Date: 06/13/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the doc: Cond -10/06 D08 -283 Printed: 06-13 -2008 S 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 Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire doc: Cond -10/06 D08 -283 Printed: 06-13 -2008 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 28: 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) 29: 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) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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) 41: 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. doc: Cond -10/06 D08 -283 Printed: 06-13 -2008 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.cidukwila.wa.us 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: 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 -283 Printed: 06-13 -2008 • City of Tukwila The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. 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 this work will be complied with, whether specified herein or not. Signature: Cht Print Name: tn doc: Cond -10/06 D08 -283 Date: (c' 13 - t ordinances governing or local laws regulating Printed: 06-13 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila. wa. us SITE LOCATION 2(o' to Sou -N-h c ern 1-e r 'Ma 11 Tenant Name: bea W o r k S Site Address: Property Owners Name: g1 G'Oor.o USP1/4 6 Chris C01-e, Mailing Address: I I"I \IJ * k WO Y KS \/ Gly 1 rvi n c ( City Mailing Address: 3t Pt\ryorA Lop? Dr. . E -Mail Address: SO QZ rh G\1 % C • re-4 Company Name: 7BD Contact Person: E -Mail Address: Contractor Registration Number: Company Name: R016111\90N■ H11\ IN1/4-VC. liA-eckut,Q, Mailing Address: 31 5 Pckpork. Contact Person: 1.1(h A So E -Mail Address: SO Z f`h,c 1 Y\C • vve_i Company Name: E 'M EVL\ . teyS Mailing Address: 1 oZ t 'E c�Verj Contact Person: 1 \J'hl\Y'dt ' U.A E -Mail Address: r(/ty T mye. . C.DP \ Q:\ Applications \Forms- Applications On Line \3 -2006 - Permit Application. doe Revised: 9 -2006 Uh City [echanical Perlit No umbingl ras Pemt T Building' Pe P' Public 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 ** King Co Assessor's Tax No.: 6340 420 rdoi O Loop Dr • Costa McSA City Day Telephone: Suite Number: 2' \"30 Floor: Z' New Tenant: RI" Yes ❑ .. No CP C t 2140 t State Zip CONTACT PERSON, - Name: Mira So Day Telephone: 7 Costa Mescl CR • q City State Zip Fax Number: It V2S — gai GENERAL CONT (Contractor information to ORNIATION _ I (pg 4) for Plumbing and Gas Piping (pg 5) Mailing Address: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD Al plans m ust be w el mped by A Record (Alt . CUA State Zip 7t 4-- 4825 - 066 3 Fax Number: 1 I4 62-5 — S€ 1 Fax Number: q — L F o Zip ENGINEER OF RECO am•ed by E gineer of Reed krrv1 v\e t CP - . °t 2Ap t $ State Zip Day Telephone: Q t1-9 - 450 -122_61 Page 1 of 6 DING P Will there be new rack storage? ❑ Yes Q \Applications\Forms- Applications On Line \3 -2006 - Permit Application. doc Revised: 9 -2006 bh T.iON -- 20 43 670 Valuation of Project (contractor's bid price): $ t q O, 000 , oO Existing Building Valuation: $ Scope of Work (please provide detailed information): Retail Te ictlft# (ITTvui.e Mein+ 1 a •new W' tY\ 'Dr walls cei1( restvoom vnechahtca,1 /elelt,-►-ri cti1/ pi u rr V'- .NxA-1•t % -c S / ahO t h A-vr, Fi h (s► rd. No If yes, a separate permit and plan submittal will be required. tI All ildidg Areas i lqt ge Belo 2 Access() Str A Gard Detached Gai Attach C axpn t Detached Ca Covered Dec Uncovered De 2 31 S ;ar Ty1 Fancy per BC. M 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 L7 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS ere be a ch rly ange in us Ifi Automatic Fire Alarm ET None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 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. Page 2 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 19 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 J Incinerator — Comm/Ind MECHANICAL PERI�II'T ©l ATION - 206-43 '3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 2.01 000' 13o Scope of Work (please provide detailed information): / n S (I '1720 V}AV - ' e-1 e<:tr; Cr `ehea -- -roweled Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric Gas ....E Other: Indicate type of mechanical work being installed and the quantity below: Q.\Applications\Forms- Applications On Line \3 -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 / Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory I Water Closet 1 / Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment l Repair or alteration of drainage or vent piping / Medical gas piping system serving one to five inlets /outlets for specific gas Company Name: Occupancy (per Int'l Building Code): T INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION 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): $ (D cOO Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): lnS Water (Jc et lay Ei Ttcerr d► arid canrn orf 'fro P.a(rstihq S1iAh 0141 r Kr) videal by laaiid /crdS Building Use (per Int'l Building Code): Q: \Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quant'ty below: Page 5 of 6 CATION NOTES - ,Applicable o all per ppliea Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Wit A ENT: \ /V Signature: 1\‘‘r\-Cl Print Name: £d Day Telephone: 714---tZ Q, 6 Mailing Address: ✓ qe 7 A i � �r �- Look D r . COs\ (11 e s i GA 6 1242-Le Cit State Zip I Date Application Accepted: S - t (o-oe Q: \Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: OS . 12.O� Date Application Expires: Staff Initials: Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R08 -02112 Initials: WER User ID: 1655 SET TRANSACTIONS: Set Member Amount D0172 3Vb 1,900.00 M08-144 316.00 PG08 -154 152.00 TOTAL: 2,368.00 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 Payee: TIMBERLINE CONSTRUCTION, INC. SET ID: 0613 SET NAME: BEACHWORKS TRANSACTION LIST: Type Method Description Amount Payment Check 37091 ACCOUNT ITEM LIST: Description BUILDING - NONRES MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: Payment Date: 06/13/2008 Total Payment: 2,368.00 2,368.00 2,368.00 Account Code Current Pmts 000/322.100 1,895.50 000.322.102.00.0 316.00 000.322.103.00.0 152.00 000/386.904 4.50 TOTAL: 2,368.00 3611 06/13 9711 TOTAL 2368000 Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: Applicant: HAAKENSON GROUP Receipt No.: R08 -01793 Payee: PARK EAST REAL ESTATE ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Initials: WER Payment Date: 05/22/2008 04:25 PM User ID: 1655 Balance: $701.50 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1046 453.05 Account Code Current Pmts 000/345.830 453.05 Total: $453.05 Permit Number: D08 - 293 Status: PENDING Applied Date: 05/22/2008 Issue Date: Payment Amount: $453.05 2306 05/23 9711 TOTAL 453.05 doc: Receiot -06 Printed: 05-22 -2008 Parcel No.: 6364200010 Permit Number: D08 -283 Address: 2686 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/16/2008 Applicant: BEACHWORKS Issue Date: Receipt No.: R08 -01688 Initials: WER User ID: 1655 City of Tukwila Payee: ROBINSON HILL ARCHITECTURE 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 8519 22.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES RECEIPT° Account Code Current Pmts 000/322.100 22.50 Total: $22.50 Payment Amount: $22.50 Payment Date: 05/16/2008 11:55 AM Balance: $1,900.00 doc: Receiot -06 Printed: 05 -16 -2008 Parcel No.: 6364200010 Permit Number: D08 -283 Address: 2686 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/16/2008 Applicant: BEACHWORKS Issue Date: Receipt No.: R08 -01684 Initials: WER User ID: 1655 Payee: ROBINSON HILL ARCHITECTURE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8519 1,246.70 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 1,246.70 Total: $1,246.70 Payment Amount: $1,246.70 Payment Date: 05/16/2008 11:40 AM Balance: $1,922.50 2513 05/16 9710 TOTAL 1479.70 doc: Receiot -06 Printed: 05 -16 -2008 Project—, eAc k 1, J 0r 1 L S Type of Inspection: 1= I NJ A L Address: 2686 AlAl) Date Called: Special Instructions: Date Wanted: - 7- 2 I-I- Requester: L_ .m Phone No: I✓ INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do 203 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: O(IetIP4Mf( - Apt A/F() (Dat Tji.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be p. d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: Project: �L�� G/ Type of Inspection: `� ..7 as GC., ). Address / v / Nall Date Called: Special Instructions: Date Wanted: / / a / m. Requester: Phone No: CO K -.213 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -347 COMMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector: evi < -7 I Date: 7 /z A J' ❑ $60.00, E INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: i l ` Type &inspection: _ / Address: i i Date Called: Special Instructions: Date Wanted: 2, a.m. p.m. Requester: Phone No: 11 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION a+ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 D Approved per applicable codes. Corrections required prior to approval. COMMENTS: r e/r,/}� OkC. ¢U sloek . • .dot c. e n ch.y // A• 4rS • Otti j $60.O INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: �ea�, �n1t�s Type of Inspection: ,�j a2:ln5 V Address: 2 Ids ( l�L Date Called: - Special Instructions: Date Wanted: 7/2 Of erT a.m. p.m. Requester: Phone No: -. NI Approved per applicable codes. 1 lnspectot , 9ocii -3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Corrections required prior to approval. S COMMENTS: 04 (Date: 1/2 /a? ri $60.00 REINSPECTION FEE REQUIRE!). Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S, itei100. Call to'schedule reinspection. 'Receipt No.: 'Date: j p t: � fe he y-c. Type of Inspection: .-. LC& Address: s: 2 2 m A< Date Called: Special Instructions: _ Date Wanted: `7— I - 7 -' '°` Requester: Phone No: ■ INSPECTION RECOkD Retain a copy with permit un8 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `R` • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. COMMENTS: Inspector: 'Date: 7/ 74; El $60.00 paid a 'Receipt No.: Corrections required prior to approval. h-. f SPECTION FEE REQUIRED. Prior to inspection, fee must be 00 Southcenter Blvd., Suite 100. call to schedule reinspection. 'Date: aef!?wsxa� Project:,: 'G4 rl.5 Type of Inspection: / ri1 t Address: (47 I ,,�� ' Date Called: Special Instructions: Date Wanted: . 7/71% , ,e9 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit P $ - 3 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: , 2-5/ 1 - 4.4 ketirdildS Approved per applicable codes. D Corrections required prior to approval. Date: 7 40 1 /7 4 . 410 /7 $6 s REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: iDate: Projg _A , ) R Lc Type of Ins ction Add 7 XX ial //119// - Date Called: Spec Instructions: • Date Wanted: 7 -Ho _ m. p.m. Requester: 62 _577-2 , /.3 INSPECTION RECORD • • Retain a copy with permit 64g46 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206)431 -3670 D Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /jt _ /.0 ceovt. - 4 - 0 .S rev) Go 1(444 l 'Date: 7 / 4! ❑ $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: p/ Type of Inspection: f r2 A-ii 2/N C. Address: 6196 m4 / / — 5 4-at e ro4-1- ° soak \-5 . = — d 14 C Ito vv. !r Ink .6 3' Date 7 to col tuom, _ De ( t �-�' Requester: Phone No: l 5 2 v9 3 Proj Woo/BLS Type of Inspection: f r2 A-ii 2/N C. Address: 6196 m4 / / Date Called: Special Instructions: Date 7 to , _ De ( t �-�' Requester: Phone No: l 5 2 v9 3 7 INSPECTION RECORD . Retain a copy with permit ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r f PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 'Inspector: $60 Date: EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: aT _ • • Project: 9 tek -�'k; Inspection-....- Type of Inspection Address: .210 y! ,/' Afs�� Date Called: Special Instructions: Date Wanted: 7 V2 /r a.m. P.m. Requester: Phone No: INSPECTION RECORD , Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ci Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: i7/ Ail ,A)41/5 1 I $60. "EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pain • t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: i ttweitetekkAlmutettitetoageketommitaat,pittguisti Project: VOr Type of Inspectio : Address: � Y& Date Called: Special In ructions: Date Wanted: 7/ s. 2 s al ma p.m. Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: '/f/ /vow Inspector: 0 INSPECTION RECORD Retain a copy with permit 1 " - *3 PERMIT NO. `1: I7/r4* ❑ 6300 $60. INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: . • • Project: i Type of Inspection: V Address et .1 Date Called: Special Instructions: Date Wanted: 7 /th ' a.m. Requester: Phone No: &Z 677 /9 3 INSPECTION RECORD Retain a copy with permit Dog-..21,3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ideals - 54kii etr,oPat,_ Inspector: 'Date: 7 /V ri $60.00 r EiN$PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: i3e,cf & 4...0 f irs Type of Inspection: r .'., Address: 2 4 4G r Date Called: Special Instructions: Date Wanted: r ! -a� , rt�1 `gym Requester: Phone No SEA, 577 42% .1 3 3 P4 o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: !S 4 ow e- r o,r4 6 1 4. t A'' t� 4 • &A- 04- ezt,". r7 $60.O EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: `Date: r• Proje eie-vieh j dt `L5 Type of Ins ection: Address: C mg // Date Called: Special Instructions: • Date Wanted: 4 at: Requester: Phone No: 61:2-577-2i/915 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 16 iii :•. Gall 44.'1 1i/s/ ev a ray/ G-0. I/ Inspector: INSPECTION RECORD Retain a copy with permit 23 PERMIT NO. Date: G_ /q- El $60.00 REINSPECTION FEE REQUIRED. Prior 4 inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call *o schedule reinspection. Receipt No.: 'Date: Project: &A wor ks Type of Inspection: I (4 Oh Sin.. 'a r! Address: 2/46 ti if Date Called: Special Instructions: Date Wanted: 6-/G-4 a.m. p.m. Requester: Phone No: 5-O a - 5-77-62`1/3 p9g- 2113 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 © Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2N ok Pr4 (On 5/r4 t rr r- . 'h) i ok o '1 S e (1 + --A1 /5 Inspector: Date:/' / p 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: Project: 404 Type of Insp ction: 4.46 -ciet. i `A.44-L_ Address: ge 84 Suite #: 5 c frifrtu Contact Person: Special Instructions: Monitor: 6, Al l "- Phone No.: Needs Shift Inspection: (K Sprinklers: Are Alarm: lo" :;-:;;!'- FloodA Duct: /a Monitor: 6, Al l "- ' i: . : , Fre-5iiek.- ot.1 Permits: A ) - •Occupancy Typ : •v\- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT boR 474.3 j Appro;ied per applicable codes. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Corrections required prior to approval. COMMENTS: - I Inspector:. sly • Date: • VieVoi:e His.: 1 ". MO-0 $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 Approved per appik E N �� . You W ill receive an invoice from of Tukwila Finance Department. C schedule a re n i on. Word/inspection Record Form.Doc , 1/13/06 T.F.D. Form F.P. ` 113 N ees Shift In r tn Sprini : Fire Monit : -Fire: Permits: €cnc Type:' Project: ele,cotelkL6ota.5 Type of In pection: Sfigt. free)" r4 Address: es e 9 t 40 Suite #: .c.....0 ALL_ Contact P rson: • Special Instructions: Permits: Phone No.: ,. Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: • Pre-Fire: Permits: . Occupancy Type: Typt.s.ots A INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 4T- 1 Corrections required prior to approval. COMMENTS: :=P-4ivkL -of< • " — t4(15 - CA.) e Inspector:A: • 'Date: • Hrt.: • ( • $80.00 FtEINSPECTION 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 a - $- 9 o - bea PS PERMIT NUMBERS t. T.F.D. Form F.P. 113 • 02: *So Project: 8& ejt WI A4e--. Type of Inspection: Address: 264367 S .0 . Suite #: M. Contact Person: Special Instructions: Permits: Phone No.: S 2 - S79 gff3 Needs Shift Inspection: Sprinklers: ,_ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • 4 t 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa: 98188 • 206 -575 -4407 Approved per applicable codes. COMMENTS: #74,0e0 ofe- L6 gan,44-0 ?oN• T- - 3' r 0 Zzu fwoe zzep f s Date: 7/1/0& rs .. $ : .00 REINSPECTION FEE.REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call' to schedule a reinspection: Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 boa PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 • Project: ?? ,6 0 l 5 Sprinklers: -_ -_ Type of Inspection: 1 46!I� Address: 2.62 S-q. +1 e,? -/-ter Suite #: S c,e. x../ 0 /1'7. II Contact Person: G'� L4 r +� Special Ina ctions: Occupancy Type: Phone o.: l c42- c7-2 7 — z yq - Needs Shift Inspection: Sprinklers: -_ -_ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • 2 INSPECTION NUMBER I I Approved per applicable codes. s0..0411.wP1G + i t INSPECTION RECORD Retain 'a copy with permit Word/Inspection Record Form.Doc 1 /13/06 CITY OF TUKWILA FIRE DEPARTMENT Oar- - z.3 cam - s .? - 40 PERMIT NUMBERS 444 Andover Park East Tukwila, Wa: 98188 206- 575 -4407 Corrections required prior to approval. I-� c'rn S COMMENTS: - 2Z4 Psr ir n,'s _ /2y Sessaa z 2e, if9,,L s o ri. k/- l k ;el 0 c" fel I Inspector: s- Date: -7/. . 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: i Sprinklers: Fire Alarm: Type of Inspection: Address: „,, Suite #: • e soo 5- c . / . L Pe on: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: L. F. 4••••••..s • i • INSPECTION NUMBER INSPECTION RECORD Retain a copyivith :permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206- 575 -4407 p per applicable codes. COMMENTS: 4 .y..-- • • { 1 'b • • • •• Wocd/inspection- Record Form.Doc 1/13/06 • • • • 0,7—. 5 Sri • PERMIT NUMBERS n Corrections required prior to approval. I Inspector: Date: ty 4 9.71 ---- J Hrs.. : • . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btulh Total CFM OSA CFM or Econo? SEER or EER IPLV Location •Pr;ra_ Fa V6o 4, cur) 0 . (. 0 o VAV B ILO I.(311 If REVIEW to F�( • CODE CUt'iF APP 'M ED ... JUN 12 2Upa Heating EQuto• ® Equipment Schedule • AMIEW � 0 :-,..t t� V Brand Name' Model No) C Btulh� Total CFM OSA dm or Econo? Input =+ h •Pr;ra_ Fa V6o 4, cur) 0 . (. 0 o VAV B ILO I.(311 If • ... Fan Equipment Schedule . Equip. ID Brand Name' Model No.' CFM SP' HPIBHP Flow Control Location of Senflce 164V I •Pr;ra_ Fa V6o 4, cur) 0 . (. 0 o VAV bntte ro�I; Applicant Phone: ... Project Info Project Address j f 1 4 :.4 44,1 C_�, . 0 Date Tu kW : i 4 wk 953'13 8.. For Building Dept. Use Applicant Name: y r 4-,l », i n IA) n r )cfl ,_ Applicant Address: Applicant Phone: CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form echamcal Summa P i LI 2003 Weshindoa Stale KEmue:rdenl Eirermr Code eompltuuo Fenn* Project Description Briefly describe mechanical system type and features. iffaCilarkm Plans Zo8- ZS 3 FILE CO Y Include documentation requiring compliance withgeiin sart r RECEIVED MAY ,i 62008 ENTER Revised July 2007 "r"..7 ^i; ^ Compliance Option r X Simple System p Complex Sysrtetn Systei iii Analysis (See Decision Flowchart (over) for qualficalions: Use separate MECHSUM for simple & cnmptex 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. N i System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: • Constant vol? Split system? 0 Air cooled? • Packaged sys? 0 <20,000 Btuh? ❑ Economizer Included? • If Heating Only. <5000 cfm? 0 <70% outside air? • CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechancai'�Summa; (bac EC siii 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 <5000 <70% OSA ingle Package Unit? Simple System Allowed (section 1420) Econo ncluded? •ol Ca. <20,000 tuh? Air Cooled, Constant Vol? otai Ca•. wo economize <240,000 Btuh •r 10 %7 Use Complex Systems (section 1430) plit Syste <= 84,000 Btuh? Outd•• or Adjacent to • utdoo •oI Ca• <54,000 Btuh? Heating Only Yes Yes ( Reference Section 1421 Heating/Cooling or Cooling Only Yes Reference Section 1423) e Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance In determining which Complex Systems requirements are applicable to this project.. 1 iUl echanical Perini ens Ehe ;, - MECH CHIC zoos Mrasnon sere rvarmra : . Finked Jut/ Project Address (Data 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) N i IA- 1411 Equipment performance 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, caper1y, efficiency \a/ 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss _ 1412 HVAC controls ' 1(A 14111 Temperature zones Indicate locations on plans M 1 N . 1412.2 Deadband control Indicate 5 degree deadband minimum • N,4 1412.3 Humidity control Indicate humidistat moles 1412.4 Automatic setback indicate thermostat with night setback and 7 diff. day types . M —f y ep 1412.4.1 Dampers indicate damper location and auto. controls & max. leakage M1 N ,4 1412.42 Optimum Start indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 14117 Balancing Indicate balancing features on plans 14118 Ventilation Control indicate demand control ventilation for high- occupancy areas 1422 Thermostat Interlock Indicate thermostat interlodc on plans 1423 Economizers Equipment schedule N , . 1413 Air economizers• 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate dg load & water aconoe & eig tower performance 1413.3 Integrated operation Indicate capability for partial cooling V 1413.4 Humidification indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems �� 1414.1 Duct sealing Indicate sealing necessary kri Ye S 1414.2 Duct Insulation Indicate R -value of insulation on duct / 1415.1 Piping. Insulation Indicate R -value of insulation on piping .(SS 1416 Completion Requirements 11/1 YPS 1416.2.1 Commissioning Provide commissioning plan Y < 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing Y e 1418.2.4 Commissioning Indicate O &M manuals, record drawings, staff training !<f 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report N 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, efm, hp, economizer SERVICE WATER HEAL ING AND HI_A1 tzD POOLS (Sections 1440 - 1454) Pi ', 1440 Service water htg. 1441 Elec. water heater Indicate, R -10 Insulation under tank 1442 Shut -off controls Indicate automatic shut-off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 85 degree control • 2008 Washington State Nonresidential Energy Code Compliance Form May 28, 2008 Nina So 3195 B Airport Loop Dr Costa Mesa CA 92626 • • City of ukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -283 Beachworks — 2686 Southcenter Mall Dear Ms. So, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, encl fer Marshall t Technician File No. D08 -283 P:\Perrnit Center\Correction Letters\2008\D08 -283 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Building Division Review Memo Date: May 28, 2008 Project Name: Beachworks Permit #: D08 -283 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a means of egress plan. The egress plan shall identify the common paths of travel leading to the required exits. Identify emergency lighting along the means of egress paths leading to the exits. Emergency lighting shall meet means of egress illumination requirements including the 1 foot -candle requirement at the walking surface. (IBC Section 1006, 1014.2 & 1014.4.1 & 2) 2. The plan does not indicate a storage area for merchandise. However the room indicated as "Employee RM" shall require clarification for its intended use. The concern is where the means of egress passes through this room. Egress shall not pass through kitchens, storage rooms, closets or spaces used for similar purposes. The means of egress shall be provided with a demarcated, minimum 44 inch wide aisle defined by a full or part height fixed wall or similar construction that will maintain the required width and lead directly from the retail area to the exit with out obstructions. Egress lighting shall also be provided as indicated in item #1). Please provide clarification for this room and show means of egress through this room without obstructions. (IBC 1014.2 #2.4 and Section 1006) 3. Please identify adjoining tenant spaces and mall corridors. Typically adjoining tenants for the new mall addition share the return air plenum. As a result tenant demising wall GWB is held down to provide a 6 inch "clear space" for the return air system. Verify mall construction and show adjacent wall construction details for adjoining spaces. In addition identify wall assembly details in compliance with UL #U465 for the corridor or demising wall construction. 4. The suspended ceiling details on sheet A4.0 shall meet ASCE standards for the new suspended ceiling. Revise detail to meet ASCE standards and show perimeter supporting enclosure angle as 2 inches. (ASCE Standards 9.6.2.6.2.2.) 5. In addition to note #36 on the cover sheet, provide additional notes indicating all materials shall be non combustible and all wood shall be fire retardant treated wood. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -283 DATE: 06 -06 -08 PROJECT NAME: BEACHWORKS SITE ADDRESS: 2686 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: g r i ision Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Fl n Permit Coordinator No further Review Required DATE: DATE: Planning Division n DUE DATE: 06-10-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 07-08-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -283 DATE: 05 -16 -08 PROJECT NAME: BEACHWORKS SITE ADDRESS: 2686 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # Response to Incomplete Letter # After Permit Issued DEPARTMENTS: d 28 -0b 4f1 *ni& 6 Acing Division Fire Prevention Pu lic Works !:1 NA i 0 Complete Permit Center'Use Only ' . CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP F I Incomplete ❑ TUES/THURS ROUTING: Please Route I V Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ct- Bldg V Structural n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) C Fire ❑ Ping ❑ PW ❑ Jr 14'6-- 5 10 Planning Division Permit Coordinator DUE DATE: 0' Not Applicable Comments: Permit .Center Use . Only,, INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required Not Approved (attach comments) ) DATE: DUE DATE: 06 -17 -08 DATE: Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/6 /b Plan Check/Permit Number: 0�" e?-3 El Response to i Incomplete Letter # Response to Correction Letter # f ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S ell C Ge) oY k / f S Project Address: $ ii M c_e. h- {x'14 l l Contact Person: / -./c Peel c ayaee Phone Number: - e� Z- Co? / Summary of Revision: / Se e 11.4 r ,- 4've i'i r, 44 RECENEp K CITY of TUWk; JUN 0 6 2009 PERMIT CENTER Sheet Number(s)T . /) A . / Rb •2 � 1q /. 6 A I. /, A2. b f) .2, / 3 _ O /93 ./) "Cloud" or highlight al! areas of revision including date of revision PS Received at the City of Tukwila Permit Center by, J \_M. 1 Entered in Permits Plus on 18�� , l � \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Building Division Review Memo • Date: May 28, 2008 Project Name: Beachworks Permit #: D08 -283 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a means of egress plan. The egress plan shall identify the common paths of travel leading to the required exits. Identify emergency lighting along the means of egress paths leading to the exits. Emergency lighting shall meet means of egress illumination requirements including the 1 foot - candle requirement at the walking surface. (IBC Section 1006, 1014.2 & 1014.4.1 & 2) Response: Please see A0.2 for Egress Plan showing path of egress and required emergency lights. 2. The plan does not indicate a storage area for merchandise. However the room indicated as "Employee RM" shall require clarification for its intended use. The concern is where the means of egress passes through this room. Egress shall not pass through kitchens, storage rooms, closets or spaces used for similar purposes. The means of egress shall be provided with a demarcated, minimum 44 inch wide aisle defined by a full or part height fixed wall or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. Egress lighting shall also be provided as indicated in item #1). Please provide clarification for this room and show means of egress through this room without obstructions. (IBC 1014.2 #2.4 and Section 1006) Response: Please see 01/A0.2 and Keynote #7 indicating a new partial height fixed wall in the Employee Room which creates a 44" wide aisle leading to the exit door. For wall section see detail 06/A3.0. The Employee Room will be used for employees during lunch breaks. 3. Please identify adjoining tenant spaces and mall corridors. Typically adjoining tenants for the new mall addition share the return air plenum. As a result tenant demising wall GWB is held down to provide a 6 inch "clear space" for the return air system. Verify mall construction and show adjacent wall construction details for adjoining spaces. In addition identify wall assembly details in compliance with UL #U465 for the corridor or demising wall construction. Response: Please see 01/A1.0 and Wall Legend. Adjacent tenant space and corridors have been identified on the Floor Plan. For wall section see detail 01/A3.0. 4. The suspended ceiling details on sheet A4.0 shall meet ASCE standards for the new suspended ceiling. Revise detail to meet ASCE standards and show perimeter supporting enclosure angle as 2 inches. (ASCE Standards 9.6.2.6.2.2.) Response: Please see revised detail 05/A4.0. 5. In addition to note #36 on the cover sheet, provide additional notes indicating all materials shall be non combustible and all wood shall be fire retardant treated wood. Response: Please see General Notes on sheets A0.2, A1.0, A1.1 which includes the required notes. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. robinson hill architecture, inc. 3195 B Airport Loop Drive Costa Mesa, CA 92626 www.rhainc.net Telephone: 714. 825. 8888 • Facsimile: 714. 825. 8889 May39, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 • • Tenant improvement permit for Beachworks, 2686 Southcenter Mall, Tukwila Permit No. D08 -283 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: fi n►�u (A-xi Title: UP Tenant Name: Beachworks Acknowledgement to be signed by the responsible officer of the tenant tVED art OF TUKWILA JUN 0 2100a °ERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 / / Sink, Clinic flushing 8 8 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 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 2, Sit Ie ,- (I Property Street Address City State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name ZZ applicable), ( c ) 7 Owner's hone Number (with Area aCo de ) Property Contact Phone Number (with Area Code) Owner's Mailing Address �r 7 u i,-zi)y4 VL d J ! z6rs?' A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Signature of Owner /Representati RCE Print Name of Owner /Representative ./22/1Q6 i4 i)1 / , r1f (O ,, O /r17% Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes , No Was building on Sanitary Sewer? ❑ Yes No Was Sewer connected before 2/1/90? D Yes to Sewer disconnect date: / Type of building demolished? Request to apply demolition credit to multiple buildings? O Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: C. A B Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 Total Residential Customer Equivalents: (add A & B) a 4541 - nord RCE 6 RECEIVED HAY, 16 2008 PERMIT CENTER Date - /,-VO RCE 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 • orr- ted data for de rminati. . a revised capacity charge. License Information License TIMBECI92OLL Licensee Name TIMBERLINE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602107847 Ind. Ins. Account Id 0 Business Type CORPORATION Address 1 7152 HAZARD AVE Address 2 City WESTMINSTER County OUT OF STATE State CA Zip 92683 Phone 7149031185 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/13/2008 Expiration Date 6/13/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 PLATTE RIVER INS CO 41114892 06/10/2008 Until Cancelled $12,000.00 06/13/2008 Business Owner Information Name Role Effective Date Expiration Date BLACK, JOE PRESIDENT 06/13/2008 BLACK, SALLIE VICE PRESIDENT 06/13/2008 Look Up a Contractor, Electri an or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= TIMBECI92OLL 06/13/2008 BE WEST 21686 TU & L AND ANGLE AT JAN. JANITOR JT. JOINT r' 1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WM-I ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 1. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. PLANS FOR THE INSTALLATION OF THE SPRINKLER SYSTEM SHALL BE SUBMIIIWD FOR APPROVAL TO THE FIRE PREVENTION DMSION PRIOR TO INSTALLATION. 2. PLANS SHOWING UNDERGROUND PIPING TO ON -SITE HYDRANTS AND SPRINKLER SYSTEMS SHALL BE S U B M I I I D TO THE FIRE PREVENTION DMSION PRIOR TO INSTALLATION. 3. THE FIRE SPRINKLER SYSTEM SHALL BE MONITORED BY AN APPROVED CENTRAL STATION, REMOTE STATION, OR PROPRIETARY SUPERVISING STATION WHEN THE NUMBER OF SPRINKLERS ARE 100 OR MORE IN ALL OCCUPANCIES NOT NORMALLY OCCUPIED 24 -HOURS A DAY, OR PROVIDED WITH 24 -HOUR GUARD SERVICE 4. PROVIDE MINIMUM 2- A:10 -BC FIRE EXTINGUISHERS SO THAT NO PORTION OF THE SPACE EXCEEDS 75 FT. OF TRAVEL TO THE NEAREST FIRE EXTINGUISHER. FIRE DEPT NOTES 1. `FIRE SPRINKLER PLANS MUST BE REVIEWED AND APPROVED BY GOVERNMENT AGENCIES HAVING JURISDICTION PRIOR TO THE SYSTEM MODIFICATIONS. 2. INTERIOR WALLS AND CEILING FINISH FLAME SPREAD RATING SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. 3. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL COMPLY WITH ALL CODES, ORDINANCES, RULES AND REGULATIONS. 4. PROVIDE A ETCHED VINYL SIGN OVER THE EXIT DOORS WITH A MINUMUM OF 1 -1/2" HIGH LETTERING STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WHICH SHALL BE FIRST APPROVED BY THE LANDLORD. 5. STOREFRONT DOORS, DOUBLE DOORS SHALL BE PROVIDED WITH APPROVED AUTOMATIC FLUSH BOLTS; MANUALLY OPERATED FLUSH BOLTS ARE PROHIBITED. 6. ALL DOORS SHALL HAVE A MIN. 60" LEVEL LANDING ON THE SWING SIDE OF THE DOOR AND 44" MIN. ON THE OPPOSITE SIDE OR GREATER IF REQUIRED BY CODE. 7. ALL DOOR HARDWARE SHALL BE LEVER TYPE OR PANIC BAR HARDWARE. $. ALL DOORS WITH GLAZING SHALL BE PROVIDED WITH A MIN. 10 HIGH SMOOTH UNINTERRUPTED SURFACE AT THE BOTTOM. 9. DOOR THRESHOLDS SHALL BE A MAX. HEIGHT OF 1/2 ". 10. AREAS OVER 100 SQ FT SHALL HAVE A SEPARATE LIGHT SWITCHING AS REQUIRED BY CODE. 11. PROVIDE AND INSTALL FIRE EXTINGUISHERS WfTH A MIN. CAPACITY AS DETERMINED BY THE INSPECTORS. 12. CONTRACTOR SHALL VERIFY THAT A MINIMUM OF 5 CFM OUTSIDE AIR AND TOTAL CIRCULTED AIR OF NOT LESS THAN 15 CFM PER OCCUPANT IS REQUIRED. 13. MECHANICAL VENTILATION OF THE RESTROOMS SHALL BE CAPABLE OF PROVIDING ONE AIR CHANGE EVERY 15 MINUTES. 14. EXIT SIGNS ARE REQUIRED TO HAVE A SEPARATE SOURCE OF POWER WHEN THE OCCUPANT LOAD IS MORE THAN 50. 15. DUCTS SHALL BE CONSTRUCTED, INSTALLED, AND INSULATED ACCORDING TO THE APPLICABLE MECHANICAL CODE. 16. FAN OR OTHER EXHAUST SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS OR AUTOMATIC DAMPERS TO PREVENT AIR LEAKAGE. 17. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 18. ALL INTERIOR FINISHES TO BE CLASS 1 FLAME SPREAD RATING OR AS REQUIRED BY CODE. 19. SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS. 20. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME- RETARDANT CONDmON. BLDG DEPT NOTES PREFERRED SUB - CONTRACTORS FIRE PROTECTION: FIRE ALARM: CROWN FIRE PROTECTION TBD 4932 INTERURBAN BLVD. BOTHELL, WA 98012 425 -481 -7669 / JOHN ABLE WESTERN STATES ARE PROTECTION 7102 180TH AVE NE, SUITE A105 REDMOND, WA 98052 425- 881 -0100 / WES HAMILTON COSCO FIRE PROTECTION 1500 WOODINVILLE - REDMOND RD. BUILDING B800 WOODINVILLE, WA 98072 425 -825 -9654 / JOHN GOLDBERG PATRIOT FIRE PROTECTION 2707 70T1-1 AVE E. TACOMA, WA 98424 253 - 926 -2290 / KEN FISH ROOFING,:, CASCADE ROOFING6308 212TH ST. SW LYNWOOD, WA 98036 206 -464 -0441 / BOB PETERSON REQUIRED SUB - CONTRACTORS WATERPROOFING: TBD LANDLORD SUBCONTRACTOR LIST ACH WORKS FIELD SOUTHCENTER SOUTHCENTER MALL KWILA, WA 98188 MEASUREMENTS 1. IN GENERAL THE MEASUREMENTS ON THE DRAWINGS ARE REASONABLE AND ACCURATE OF THE PURPOSE OF DESIGN INTENT. HOWEVER, IN THE EXECUTION OF THE WORK ON THE PROJECT, THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS WITH ACTUAL CONDFONS ON THE JOB IN ORDER TO MAKE A PERFECT FIT. THE REQUIREMENTS OF THE SAMPLES AND SHOP DRAWINGS SECTION NOTWITHSTANDING. WHERE THE WORK OF ONE CONTRACTOR IS TO JOIN THAT OF ANOTHER, BOTH ARE TO FURNISH SHOP DRAWINGS SHOWING THE ACTUAL DIMENSIONS AND THE METHOD OF JOINING THE WORK OF THE TWO TRADES. THESE DRAWINGS MAY BE IN ADDITION TO ANY DRAWINGS REQUESTED OR AS USTED UNDER "SHOP DRAWINGS ". 2. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. SPECIFICATIONS AND DRAWINGS 1. IF ANY ERROR OR OMISSIONS APPEAR IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH ERROR OR OMISSION. IF THE CONTRACTOR FAILS TO GIVE SUCH NOTICE, WHETHER PRIOR TO OR DURING THE EXECUTION OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR RESULTS OF SUCH ERRORS OR OMISSIONS AND FOR COST OF RECTIFYING SAME. 2. THE GENERAL CHARACTER OF THE DETAIL WORK IS SHOWN ON THE DRAWINGS BUT MINOR MODIFICATIONS MAY BE MADE BY THE ARCHITECT AND TENANT WITH LANDLORD APPROVAL ALL DRAWINGS ILLUSTRATE DESIGN INTENT. CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL MEET WITH THE ARCHITECT AND /OR LANDLORD. 2. INFORMATION CONTAINED IN THESE DRAWINGS MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFORM WITH EXISTING CONDmONS. IN CASES WHERE CHANGES IN DETAILS ARE NECESSARY, THESE DRAWINGS SHALL BE USED TO SHOW THE DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONCERNING EXISTING AND NEW WORK AND NOTIFY THE ARCHITECT IMMEDIATELY, SHOULD EXISTING CONDITIONS PROHIBIT EXECUTION OF THE DESIGN INTENT OF THE DRAWINGS, ANY ADDMONAL WORK, DEMOLITION AND /OR REMOVAL AS A RESULT OF FAILURE TO DO SO WILL BE AT CONTRACTOR'S EXPENSE. 3. DUE TO THE SMALL SCALE OF THESE PLANS AND THE INSTABILITY OF THE BLUEPRINT PAPER, THESE DRAWINGS SHALL NOT BE SCALED AND ANY CRICAL DIMENSIONS SHOULD BE FIELD CHECKED. THE CONTRACTOR(S) SHALL BE RESPONSIBLE TO FIELD MEASURE EXISTING CONTITIONS PRIOR TO BEGINNING OF WORK AND PERIODICALLY DURING CONSTRUCTION PROGRESS TO VERIFY ALL CRITICAL DIMENSIONS. ANY DEVIATION FROM DIMENSIONS INDICATED ON THE DRAWINGS IS TO BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL VISIT THE SITE AND BE AWARE OF EXISTING CONDITIONS TO THE EXTENT AND INFLUENCE OF THE WORK PRIOR TO BIDDING AND CONSTRUCTION. CONTRACTOR SHALL BE FAMILIAR WITH ALL APPUCABLE BUILDING CODES AND UBC CODES. NO SUBSEQUENT EXTRAS OR ADDFONS WILL BE ALLOWED FOR ANY CLAIM OF LACK OF KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE CONTRACTOR COULD HAVE SITE INSPECTED AND INFORMED HIMSELF. APPOINTMENTS SHALL BE ARRANGED THROUGH THE LANDLORD. 5. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AREAS THAT HAVE NOT BEEN SATISFACTORILY COMPLETED BY THE LANDLORDS BASE BUILDING CONTRACTOR TO MEET THE LEASE REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, (FIRE - PROOFING, DUCTWORK, CONDITION OF SLAB, CONDION OF CORE, AND DEMISING WALLS, UTILTTY HOOK -UP, ELECTRICAL PANELS, ETC.). 6. ALL CONTRACTORS SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING AS TO HOURS OF OPERATION FOR THE PURPOSES OF DELIVERY AND ALSO AS THE MANNER OF HANDUNG MATERIALS, EQUIPMENT, AND DEBRIS, TO AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING OPERATION. ALL CONTRACTORS SHALL RECEIVE SPECIFIC REGULATIONS FROM THE LANDLORD. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND WILL COORDINATE WITH THE LANDLORD'S REPRESENTATIVE THE INTERFACING OF THE BASE BUILDING CONTRACTOR'S WORK AND THE WORK SHOWN AND DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO EXECUTE ALL WORK NECESSARY TO ACHIEVE SUBSTANTIAL COMPLETION. HE SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES INCLUDING THOSE OPERATING UNDER SEPARATE CONTRACT WITH THE TENANT AND LANDLORD. 8. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN AND IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED. CARE SHALL BE TAKEN TO ENCURE COMPLIANCE WITH BUILDING REGULATIONS AND /OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 9. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPEMENT SHALL BE INSTALLED AS PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS UNLESS OTHERWISE NOTED. MAINTENANCE INSTRUCTIONS, IN TRIPLICATE, SHALL BE PROVIDED FOR ALL MATERIALS USED WITHIN THE PROJECT IN A (3) RING BINDER IN C.S.I. FORMAT WITH C.S.I. NUMBERED TABS. THREE COPIES SHALL GO TO THE TENANT. 10. PERFORM ALL WORK IN ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AND CONFORM TO ALL CITY, COUNTY, STATE, AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES, AND ORDINANCES. REPORT PROMPTLY ANY DISCREPANCIES, VARIATIONS OR OMISSIONS IN THE CONTRACT DOCUMENTS TO THE ARCHITECT. 11. INSTRUCTION ON THE DRAWINGS AND SCHEDULES, NOTWITHSTANDING CONSTRUCTION, SHALL COMPLY IN ALL RESPECTS WITH APPLICABLE FEDERAL, STATE, COUNTY, AND /OR LOCAL STATUTES, ORDINANCES, REGULATIONS, LAWS, AND CODES. 12. SUPPLY, PRIOR TO COMMENCING WORK, A UST OF ALL SUBCONTRACTORS TO THE LANDLORD FOR REVIEW AND ACCEPTANCE. INCLUDE THE NAME OF THE PRINCIPLE CONTACT, THE ADDRESS, AND PHONE NUMBER OF EACH SUBCONTRACTOR IN THIS UST. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES. 14. CONTRACTOR IS TO PROVIDE A DUMPSTER FOR USE DURING CONSTRUCTION AND FOR USE DURING THE STORE FIXTURES INSTALLATION. THE PROJECT IS TO BE KEPT CLEAR OF DEBRIS AT ALL TIMES. 15. ANY DISCREPANCIES FOUND IN THE PLANS, DIMENSIONS, EXISTING CONDIONS, OR SPECIFYING OF A PRODUCT OR ITS USE ARE TO POINTED OUT TO THE ARCHITECT. ADDENDA WALL BE ISSUED AS NECESSARY FOR THESE DISCREPANCIES AND OTHER REASONS AND WILL BECOME PART OF THE CONTRACT DOCUMENTS. FOR THOSE DISCREPANCIES NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT, TT WILL BE ASSUMED THAT THE CONTRACTOR HAS BID THE MORE EXPENSIVE MATERIAL AND /OR METHOD OF CONSTRUCTION. 16. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. 17. DO NOT SUBSTITUTE MATERIALS WHERE A MANUFACTURER IS SPECIFIED UNLESS SUBMITTED TO THE ARCHITECT, TENANT AND LANDLORD FOR APPROVAL. WHERE THE TERM OR APPROVED EQUAL" IS USED, THE ARCHITECT SHALL DETERMINE EQUALITY, BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR FOR APPROVAL UNLESS SAID APPROVAL IS RECEIVED, IT WILL BE ASSUMBED THAT THE CONTRACTOR'S TOTAL BID IS BASED UPON SPECIFIED MATERIALS AND EQUIPMENT. 18. PERFORM ALL WORK IN A GOOD AND WORKMANLIKE MANNER AND PROSECUTE TO COMPLETION WITH ALL DUE DILIGENCE. TIME IS OF THE ESSENCE WITH RESPECT TO THE WORK PERFORMED UNDER THIS CONTRACT. 19. PERFORM ALL CUTTING AND PATCHING IN A NEAT, WORKMANLIKE MANNER. REPAIR TO MATCH EXISTING, IN KIND AND FINISH, ANY EXISTING FINISHES THAT ARE TO REMAIN AND ARE DISTURBED OR DAMAGED BY THE CONTRACTOR DURING THE COURSE OF WORK. 20. COORDINATE ALL WALL, FLOOR, AND CEILING FINISHES TO ENSURE THAT JOINTS AND TRANSFI1IONS BETWEEN MATERIALS, WHETHER THEY BE WALL TO WALL, WALL TO FLOOR, FLOOR TO FLOOR, WALL TO CEILING, OR CEIUNG TO CEIUNG, WILL BE SMOOTH, TRUE, LEVEL AND IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND SCHEDULES. 21. STORE ALL WORK AND MATERIAL TO ACCOMPUSH DESIGNATED WORK WITHIN THE DEMISED SPACE UNLESS OTHERWISE INDICATED. 22. THOROUGHLY CLEAN ALL INTERIOR SURFACES, INCLUDING GLASS, FLOOR SURFACES, AND MILLWORK, PRIOR TO OCCUPANCY OF THE SPACE BY TENANT. REMOVE ALL TRASH, CONSTRUCTION DEBRIS, TOOLS, ETC. PRIOR TO OCCUPANCE. 23. PLACE ALL STUDS, CEILING FURRING AND FRAMING MEMBERS SO AS TO AVOID INTERFERENCE WITH LOCATIONS OF RECESSED LIGHTING FIXTURES, PIPING, DUCTWORK, AND THE UKE. 24. WORK SHALL BE SUBJECT TO THE INSPECTION OF THE TENANT AND LANDLORD. ANY WORK NOT FOUND IN COMPLIANCE WITH GOOD CONSTRUCTION STANDARDS SHALL BE CORRECTED WITHOUT ADDITIONAL COST TO THE TENANT OR LANDLORD. 25. UPON COMPLETION OF THE WORK, WARRANTIES SHALL BE ASSIGNED BY THE CONTRACTOR TO THE LANDLORD. ANY CONTRACTOR OR SUBCONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ADDMONAL CHARGE TO THE LANDLORD, OF AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH, CONTRACTOR OR SUB-CONTRACTOR WHICH SHALL BECOME DEFECTIVE WITHIN ONE YEAR AFTER SUBSTANTIAL COMPLETION OF THE WORK. THE CORRECTIONS OF SUCH WORK SHALL INCLUDE, WITHOUT ADDMONAL CHARGE TO THE OWNER, ALL ADDMONAL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL REPLACEMENT MAY BE DAMAGED OR DISTURBED THEREBY. THIS WARRANTY SHALL IN NO WAY VOID ANY MANUFACTURER'S WARRANTIES ON MATERIALS OR EQUIPMENT FOR WHICH THE NORMAL WARRANTY PERIOD EXCEEDS ONE YEAR, WITHOUT DEFECTS. 26. ALL UGHT FIXTURES, DIFFUSERS, ELECTRICAL OUTLETS, AND THE LIKE SHALL BE COVERED PRIOR TO ANY SANDING TO PREVENT FINE DUST FROM ENTERING THE SYSTEMS. 27. NO APPROVAL BY THE ARCHITECT IS VALID UNLESS IN WRITING, AND SIGNED BY THE TENANT'S REPRESENTATIVE. 28. COORDINATE WORK WITH THAT OF ALL OTHER OWNER CONTRACTED WORK. COOPERATE WITH, INTEGRATE, AND SCHEDULE THIS WORK INTO THE OVERALL SEQUENCE OF THE PROJECT, TO ENSURE THAT ALL WORK IS COMPLETED WITHIN THE APPROVED CONTRACT. 29. IT IS EXPECTED THAT SUFFICIENT LABOR WILL BE PROVIDED SO THAT ACTIVITY FOR ANY GIVEN TRADE WILL NOT BE UMTTED TO ONLY ONE PART OF THE TOTAL WORK AREA. 30. EACH TRADE SHALL PROCEED IN A FASHION THAT WILL NOT DELAY OR DETAIN THE TRADES FOLLOWING THEM. 31. PROVIDE AND COMPLETE ALL PRELIMINARY WORK AND TEMPORARY CONSTRUCTION AS MAY BE REASONABLY REQUIRED BY THE SCOPE OF WORK OR AS INDICATED ELSEWHERE IN THE CONTRACT DOCUMENTS. 32. CONTRACTOR TO PROVIDE TEMPORARY LIGHT AND POWER SERVICE ON -SITE AS NEEDED, IF NOT EXISTING. REVIEW PLANS AND VERIFY WITH ARCHITECT ON AVAILABULTY. 33. PROVIDE BARRICADES WHERE NECESSARY TO PROTECT THE PUBLIC, TO PROVIDE SECURITY TO THE STORE AND TO CONFINE ALL DUST AND ODOR TO THE CONSTRUCTION AREA. THIS MUST BE CONSTRUCTED AS REQUIRED BY THE LANDLORD. 34. THESE DRAWINGS ARE FOR DESIGN INTENT AND ALTERNATE DETAILS WILL BE CONSIDERED. SUBMIT DRAWINGS WITH PROPOSED ALTERATIONS FOR REVIEW AND APPROVAL BY THE ARCHITECT. 35. EACH SUB - CONTRACTOR IS CONSIDERED A FULLY QUAUFIED SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF BID, NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN HIS TRADE THAT CAN NOT BE EXECUTED OR FULLY GUARANTEED. 36. CONTRACTOR TO PROVIDE FIRE- TREATED BLOCKING IN WALLS AND CEIUNG AS REQUIRED FOR ATTACHMENT OF FIXTURES THROUGHOUT. COORDINATE WfTH WORK BY OTHERS. 37. BY THE COVERING UP OF A PREVIOUS SUB - CONTRACTORS WORK, TT IS ASSUMED THAT THE CONTRACTOR HAS INSPECTED THE PREVIOUS WORK AND HAS RENDERED TT ACCEPTABLE. 38. ALL REQUIRED ROOF OPENINGS ARE TO BE MADE BY THE LANDLORD APPROVED ROOFING CONTRACTOR AND SHALL INCLUDE ALL CUTTING, REINFORCING, CURES, FLASHING, AND NEW ROOFING AT TENANT EXPENSE 39. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL LANDLORD REQUIREMENTS, CRITERIA, AND RESTRICTIONS. ALL WORK PERFORMED AS A PART OF THIS PROJECT MUST BE CAREFULLY COORDINATED WITH THE LANDLORD AND BE IN FULL COMPLIANCE WITH ALL LANDLORD RESTRICTIONS. 40. BATHROOM EXHAUST FANS SHALL BE DUCTED TO THE ROOF. CONTRACTOR SHALL SUBMIT WEATHERPROOF ROOF PENETRATION AND DUCT TERMINATION DETAILS TO THE ARCHITECT FOR REVIEW PRIOR TO ROOF INSTALLATION. GENERAL NOTES GENERAL NOTES VERIFICATION OF SITE CONDITIONS TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMPLETION OF TENANT'S CONSTRUCTION DOCUMENTS. ANY VARIANCES BETWEEN THESE APPROVED PLANS AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY FOR THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. CEILING HEIGHT CONDITIONS TENANT MUST FIELD VERIFIED ALL THE CEILING HEIGHT DIMENSIONS. ANY VARIANCES BETWEEN THESE APPROVED DIMENSIONS AND ACTUAL SITE CONDITIONS AND EXISTING CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. TENANT CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELDS ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED ALL PLUMBING, MECHANICAL, AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. TENANTS CONTRACTOR IS TO GET APPROVAL AND CORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. LANDLORD NOTES CENTERLINE Q DIAMETER OR ROUND POUND OR NUMBER E) EXISTING ACOUS. ACOUSTICAL A.D. AREA DRAIN ADJ. ADJUSTABLE AGGR. AGGREGATE AL. ALUMINUM APPROX.APPROXIMATE ARCH. ARCHITECTURAL ASB. ASBESTOS ASPH. ASPHALT BD. BITUM. BLDG. BLK. BLKG. BM. BOT. CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. CONC. CORR. CTSK. CNTR. CTR. DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. D.S. D.S.P. DWG. E. EA. E.D.F. E.J. EL. ELEC. ELEV. EMER. ENCL E.P. EQ. EQPT. E.W.C. EXST. EXPO. EXP. EXT. F.A. F.B. F.D. FDN. F.E. F.E.C. F.F. F.H.C. FIN. FL FLASH. FLUOR. F.O.C. F.O.F. F.O.M. F.O.S. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. G.I.S.M. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL. I NT. 1O BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM CABINET CATCH BASIN CEMENT CERAMIC CAST IRON CORNER GUARD CEILING CAULKING CLOSET CLEAR CASED OPENING COLUMN CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORRIDOR COUNTERSUNK COUNTER CENTER DOUBLE DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRY STANDPIPE DRAWING EAST EACH ELECT. DRINKING FOUNT. EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ELECT. PANELBOARD EQUAL EQUIPMENT ELECT. WATER COOLER EXISTING EXPOSED EXPANSION EXTERIOR FIRE ALARM FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CAB. FINISH FLOOR FIRE HOSE CABINET FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIREPROOF FULL SIZE FOOT OR FEET FOOTING FURRING FUTURE GAUGE GALVANIZED GRAB BAR GALV. IRON SHT. MET. GLASS GROUND GRADE GYPSUM HOSE BIB HOLLOW CORE HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSIDE DIAMETER(DIM.) INSULATION INTERIOR BLDG. SECTION SECTION IDENTIFICATION SHEET WHERE DETAIL IS DRAWN WALL SECTION SECTION IDENTIFICATION SHEET WHERE DETAIL IS DRAWN ELEVATION ELEVATION IDENTIFICATION SHEET WHERE DETAIL IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN INTERIOR ELEVATIONS 2F ELEVATION IDENTIFICATION SHEET WHERE DETAIL IS DRAWN DOOR SYMBOL DOOR NUMBER ROOM NUMBER ROOM NUMBER Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL RM. R.O. RWD. R.W.L. S. S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. 5.5K. STA. STD. STL. STOR. STRL. SUSP. SYM. TRD. T.B. T.C. TEL. TER. T. &G. TH K. T.O.P. T.P. T.P.D. T.V. T.W. TYP. U N F. U.O.N. UR. W/ W.C. WD. W/0 W.P. WSCT, WT. 9< KIT. KITCHEN LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LKR. LOCKER LT. LIGHT By Date: City of Tukwila BUILDING DIVISION MAX. MAXIMUM M.C. MEDICINE CABINET MECH. MECHANICAL MEMB. MEMBRANE MET. METAL MFR. MANUFACTURER MH. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O. MASONRY OPENING MTD. MOUNTED MTL. MATERIAL MUL. MULLION N. NORTH N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.A. OVERALL OBS. OBSCURE 0.C. ON CENTER O.D. OUTSIDE DIAMETER(DIM.) OFF. OFFICE OPNG. OPENING OPP. OPPOSITE PRCST. PRE -CAST PL. PLATE P. LAM. PLASTIC LAMINATE PLAS. PLASTER PLYWD. PLYWOOD PR. PAIR PT. POINT P.T.D. PAPER TOWEL DISPENSER P.T.D. /R COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN. PARTITION P.T.R. PAPER TOWEL RECEPTACLE QUARRY TILE RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RESIDENT ROOM ROUGH OPENING REDWOOD RAIN WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SHELL SHOWER SHEET SIMILAR SANITARY NAPKIN DISP. SANITARY NAPKIN RECEPT. SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TREAD TOWEL BAR TOP OF CURB TELEPHONE TERRAZZO TONGUE AND GROOVE THICK TOP OF PARAPET TOP OF PAVEMENT TOILET PAPER DISPENSER TELEVISION TOP OF WALL TYPICAL UNFINISHED UNLESS OTHERWISE NOTED URINAL VERT. VERTICAL VEST. VESTIBULE WEST WITH WATER CLOSET WOOD WITHOUT WATERPROOF WAINSCOAT WEIGHT ABBREVIATIONS REVISION CLOUD AROUND REVISED AREA OPTIONAL MATCH UNE SHADED PORTION IS THE SIDE CONSIDERED DATUM POINT KEYNOTE KEYNOTE IDENTIFICATION COLUMN UNE GRID NUMBER GRID LETTER FILE P Permit No. Plar review approval Is Subject to arms and omissions. Approval of construction documents d, authorize or the violation and d ��.� is acknowledged: o approved IR u SYMBOLS 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDmONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 4. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND /OR MATERIALS. 5. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE LANDLORD. 6. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDMON FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB - CONTRACTOR IMMEDIATLEY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. 7. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 8. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, E(CAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN THE EXECUTION OF WORK, SHALL BE DONE WITH APPUCABLE MATERIALS SO THAT SURFACE REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 9. NO PORTION OF THE WORK REQUIRING SHOP DRAWINGS OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH CORRECTED SHOP DRAWINGS AND SAMPLES. 10. DIMENSIONS: A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. B. ALL DIMENSIONS ARE TO THE FACE OF FINISH UNLESS OTHERWISE NOTED. C. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FACE OF FINISH CEILING MATERIAL UNLESS OTHERWISE NOTED. 11. PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, A.C. EQUIPEMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 12. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. 13. PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE SPACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OBTAINING THE PERMITS FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. 14. PROVIDE FIRE EXTINGUISHERS PER THE REQUIREMENTS OF LOCAL GOVERNING AGENCIES. 15. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQUIRED WITH ARCHITECT AND /OR LANDLORD PRIOR TO INSTALLATION. MISC NOTES ?U; RE13 PROJECT ADDRESS WESTFIELD SOUTHCENTER 2686 SOUTHCENTER MALL TUKWILA, WA 98188 TENANT BEACHWORKS 117 WATERWORKS WAY IRVINE, CALIFORNIA 92618 PHONE: 949 -753 -7222 CONTACT: CHRIS COLE LANDLORD WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD. 11TH FLOOR LOS ANGELES, CA 90025 PHONE: 310-893-4761 CONTACT: JOSHUA KIMMEL ARCHITECT ROBINSON HILL ARCHITECTURE, INC. 3195 -B AIRPORT LOOP DRIVE COSTA MESA, CALIFORNIA 92626 PHONE: 714-825-8888 CONTACT: MICHAEL ROBINSON MEP ENG RPM ENGINEERS, INC. 102 DISCOVERY IRVINE, CALIFORNIA 92618 PHONE: 949 -450 -1229 CONTACT: RAYMOND PHUA --- `oFMEWED R G CtpDE CO Q �/ APPRO SUN 1220 . �4 Of Tukw PROJECT TEAM SEPARATE PERMIT REQUIRED FOR: e Me hanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No c hangs* shalt be made to the scope of work rn4thout prior approval of Tukviila Building Division. NOTE: Revisions will require a new plan submittal and may inclide additional plan review fees VICINITY MAP 5 ATE MIT 4411 /.T. % ROVi L DWG. NUMBER TO.1 A0.1 A1.0 A1.1 A2.0 A2.1 A2.2 A3.0 A4.0 A5.0 DWG. NUMBER M - 1 M -2 DWG. NUMBER P -1 DWG. NUMBER E -1 E -2 E -3 PRO ARCHITECTURAL DRAWINGS SHEET TITLE COVER SHEET & PROJ INFO REFERENCE SITE PLAN FLOOR PLAN & REFLECTED CEILING PLAN POWER PLAN & PAVING PLAN INTERIOR ELEVATION / SECTIONS ENLARGED STOREFRONT PLAN, ELEVATION & SECTIONS ENLARGED PLANS & ELEVATIONS WALL SECTIONS & DETAILS TYPICAL CEILING DETAILS DOOR & FINISH SCHEDULE / HANDICAP ACCESS. DETAILS MECHANICAL DRAWINGS SHEET TITLE HVAC PLAN, NOTES & DETAILS ENERGY COMPLIANCE FORMS & NOTES PLUMBING DRAWINGS SHEET TITLE PLUMBING PLAN, NOTES, SCHEDULE & SPECIFICATIONS ELECTRICAL DRAWINGS SHEET TITLE ELECTRICAL SYMBOLS LIST, PANEL SCHEDULE, SINGLE LINE DIGRAM ELECTRICAL LIGHTING PLAN, ELECTRICAL POWER PLAN ENERGY COMPLIANCE DRAWING DIRECTORY PROJECT INFORMATION PROJECT SCOPE: PROPOSED USE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: TOTAL INTERIOR SQFT: TENANT IMPROVEMENT RETAIL II -B AREA CALCULATIONS ROOM FUNCTION USABLE AREA FUNCTION OCCUPANCY RETAIL 181 1 30 61 EMPLOYEE ROOM 249 300 1 DRESSING ROOMS 73 100 1 RESTROOM 68 100 1 TOTAL 2 EXITS REQUIRED / 2 EXITS PROVIDED THERE WILL BE LESS THAN 4 EMPLOYEES WORKING PER SHIFT GOVERNING CODES - 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS - 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS - 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS - 2006 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS - 2006 WASHINGTON STATE ENERGY CODE - 2005 NATIONAL ELECTRICAL CODE - CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDING ICC /ANSI A117.1 -2003 JECT INFORMATION &IN,V 'rir Tl. 64 P01 RECEIVED CITY OF TUKWILA JUN 0 6 2008 PERMIT CENTER ° 00 0 U C) 0 U U 0 n C) r) robinson hill architecture, inc. A California Corporation 3195 -B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714- 825 -8888 fax 714 -825 -8889 web www.rhainc.net his document, and the Ideas and designs incorporated here in, as an instrument of professional service, is the property of Kobinson Hill Architecture, Inc. (rho), and is sat to be used in whole or in part, for any other project without ut the written authorization of rho. This document is not to br preproduced and /or mod bed in any way, nor ,bull any reproduction of this document be modified without the prior written consent of rho. document hoo been prepared to describe proposed new work and does not necessarily represent as -built or existing conditions. The Architect does not warrent, in any way, the accuracy of this information and shall not be respunsitile for any discrepancy between this doK.umrnt and the existing conditiaps. Project Name / 'Type Stamp of) O Sheet No.: cc W J Q C W 0 cc � H� C70 0w� (1) U < 10 I W D i 0 J W c C\J Submittal Dates LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 1 LANDLORD /OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 CORRECTION LTR# Job Number: 8RHA167.C1 Sheet. Title: COVER SHEET & PROJECT INFO T0.1 0 0 0 0 NORDSTROM °I= b4 SEAIRS 0 b4 PROJECT LOCATI n b4 b4 nnnrrynuu nnnnmm umuuuw • � mmn!rnn b4 imq macy O O ON- 1�9 0 8 0 0 r 'm iuuiuuumu uiiw01111iii 1 1 1 0 O I � nwmu AM rr...■ nrr!nun nrnnn =t= iii mg _6 b4 FUTURE RETAIL as 4 b 4 JCPenney b4 b4 --REVIEWED CODE COMPLIANCE ANCE APPROVED JUN 12 2008 pity 0f Tukwila B ILDIN _= DIVI .I ©N SCALE: N.T.S. 0 0 0 G G REFERENCE SITE PLAN O 1 robinson hill architecture, inc. A California Corporation 3195 —B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714-825-8888 fax 714-825-8889 web www.rhainc.net This document, and the ideas and designs incorporated here -in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rha), and is not to be used in whole or in part, for nny other project without the written authorization of rha. this document is not to hr preprodoced end /or modified in any way, nor ^hull any reproduction of this document be modified without the prior written consent of rha. This dorumPnt hog hPPn prepared to doscrihe proposed now work nud noes not nacesserily represent os -built or existing conditions. the Architect does not worrent, in any woy, the accurocy of this infarmotion and shall not be responsible for any discrepancy between this document and the existing conditions. Project Name / Type z W W 0 _ I— z z W I-- St amp w ca L STATE OF WASHINGTON Submittal Dat LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 LANDLORDIOWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 Job Number: 8RHA167.C1 Sheet Title: c W J I— Z W UCC A I DO = Z O 0 in < 0 WQQ L_ J_ W c � c c V I- RECEIVED CITY OF JUN 0 6 ZO PERMIT CENTER G G REFERENCE SITE PLAN • Sheet No.: of A0.1 I WALL UNIT WALL PANEL 4 WAY TOWER ACCESSORIES RACK MULTI RACK T —TOWER SUNGLASS WATCH CASE NESTING TABLES (10 0 7 1 HC RESTRQOM 0 04 02 - I — 1 IlLmw ,2 tt� r.w. rT r..7=..�� . le= Sd CP . r I w. ri — AEr3 +3 OSa S03�1S HC DRESSING 041 . VP 10/ 1 r ii 0 Fr 7 II 0 1 0 I 0 i 01 07 03 MI • • ■ • • • • dJ 01 02 i • MN I r�i wwEl 0 r .O =T rr' �tOJ3iWL0 ?=�tOO?3�tOJ ?i�LO1�i�017532 � Sr.0 =W3 `i'7�1f ACtaA 7 ?ice l�IE WAGA l ,.:t ■ ■ • • „.: -- Kamm •. • • • i. IMMI:e .17.-1i. • • ♦ A 02 0 A'Jo Ar/ ,,rof r- V MiLlaffiRa 4 EMPLOYEE RM 05 D ES G l +' �;IJI®III� • - - s � �W4 ■ :' iii ►« • El ►♦ : ., 4': i• ■ , .___ •" • $ @ @ ili ___ Nbil ime r@ffilim. ....., .._ , • . . . • rri► � WMii»>ii� MMM WM ' 4I M W ARI WMA i Aim ii�ii i i »MAMF FAIMr► a o ■� M e - rn ill M Mi v - ® 11 Mi v 1. ol a �� a-la- o1-a- e� --�®- w �-� a - ®-- �a-M -- - -a-® -� a —_�� El -v- - 0- M -0-�II- L i • ••• •� a III I ICI I irri r 1 II 111 I 01 • — h r .r, o I i 03 • FIXTURE LEGEND (N) FULL HEIGHT 3 -5/8" 20GA. METAL STUD FURRING @ 16" Q.C. OVER (E) DEMISING WALL, W/ 8" TYPE "X" GYP BD w/ 6" CLEAR SPACE FOR RETURN AIR SYSTEM. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 3 -5/8" 20GA. METAL STUD FURRING @ 16" 0.C. OVER (E) DEMISING WALL, W/ $" TYPE "X" GYP BD FULL HEIGHT, FIRE TAPED AND SEALED TO MAINTAIN 1 —HOUR FIRE RATING. PAINT PER FINISH SCHEDULE. REFER TO: (E) DEMISING WALLS TO REMAIN. PROVIDE (N) i TYPE "X" GYP BD FULL HEIGHT, FIRE TAPED AND SEALED TO MAINTAIN 1—HOUR FIRE RATING. REFER TO: (N) FULL HEIGHT 6" 200A. METAL STUD FRAMED WALLS @ 16' O.C. EXTENDED TO UNDERSIDE OF STRUCTURE. PROVIDE 1 LAYER $" GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 6" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED 6" BEYOND CEILING AND BRACED TO STRUCTURE ABOVE. PROVIDE 1 LAYER i GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 3 -5/8" 20GA. METAL STUD FRAMED WALLS @ 16" 0.0. EXTENDED 6" BEYOND CEILING AND BRACED TO STRUCTURE ABOVE. PROVIDE 1 LAYER i GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 3 -5/8" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED UP TO 6" METAL FRAMED CEILING JOIST. PROVIDE 1 LAYER " GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: 06A A3.0 (N) PARTIAL HEIGHT 3 -5/8" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED UP TO 5' —O" A.F.F. PROVIDE 1 LAYER 8" GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: 063 A3.0 0 TYP. WALL LEGEND 0 01 03 04 05 06 07 HATCHED AREA INDICATES A 44" MINIMUM CLEARANCE PATH FOR EGRESS LEADING TO EXITS. 0 02 (N) EMERGENCY LIGHT FIXTURES ON 90— MINUTE BATTERY PACK, W/ A MINIMUM OF 1 FOOT—CANDLE. 0 TYP. (N) WALL / CEILING MOUNT BALLAST RECESSED EXIT SIGN W/ EDGE LIT CLEAR ACRYLIC BLADE SIGN, GREEN LETTERS, AND BATTERY BACK —UP POWER SOURCE. (N) WALL MOUNT LED EXIT SIGN AND EMERGENCY LIGHT COMBO W/ 5W 6V MR -16 HALOGEN LAMP HEADS BATTERY BACK —UP POWER SOURCE. LAMP TO HAVE A MINIMUM OF 1 FOOT— CANDLE. (N) 3'X7' HOLLOW METAL 1 —HOUR FIRE RATED REAR EXIT DOOR W/ PANIC HARDWARE. REFER TO DOOR SCHEDULE. (N) 1 PAIR CLEAR TEMPERED HERCULITE DOORS W/ 10" HIGH METAL BASE. ALL HARDWARE TO BE BRUSHED STAINLESS STEEL FINISH. REFER TO DOOR SCHEDULE. (N) PARTIAL HEIGHT FIXED WALL TO PROVIDE A 44" MIN. WIDTH CLEAR EGRESS PATH TO EXIT THROUGH EMPLOYEE ROOM. NO STORAGE TO BE PLACED IN THE HATCHED AREA. REFER TO: KEYNOTES 0 06 ik i MALL COMMON AREA ROOM FUNCTION RETAIL EMPLOYEE ROOM DRESSING ROOMS RESTROOM CODE REVIEWED FpR COMPLIANCE APPROVED JUN 12 2008 City Of Tuiia BUILDING DIVISION 1. G.C. TO FIELD VERIFY ALL EXISTING DIMENSIONS. 2. G.C. TO INFORM ARCHITECT OF ALL DISCREPANCIES. 3. G.C. TO PROVIDE SPRINKLER SHOP DRAWINGS TO ARCHITECT & LANDLORD FOR REVIEW & APPROVAL. ALL SPRINKLER HEADS IN RETAIL AREA TO BE CONCEALED POP OFF COVER TYPE, PER LANDLORD'S CRITERIA. 4. SIGNAGE SHOP DRAWINGS TO BE SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL. 5. C.C. TO VERIFY WITH LANDLORD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD EQUIPMENT. 6. ALL MILLWORK FIXTURES TO BE PROVIDED BY TENANT, INSTALLED BY G.C. 7. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS, AND NOT FROM DECK ABOVE. 8. PROVIDE 44" MINIMUM CLEARANCE BETWEEN FIXTURES FOR PATH OF EGRESS LEADING TO EXITS. 9. ALL MATERIALS SHALL BE NON — COMBUSTABLE AND ALL WOOD SHALL BE FIRE RETARANT TREATED WOOD. IN —WALL BLOCKING NOTES: G.C. TO PROVIDE 18GA. SHEET METAL BLOCKING SCREWED TO EVERY WALL STUD EXTENDING FROM TOP OF SLAB TO STORE CEILING AS REQUIRED FOR WALL HUNG ITEMS IN ALL NEW AND EXISTING WALLS. REFER TO: USABLE AREA 1811 249 7,3 68 TOTAL 2 EXITS REQUIRED / 2 EXITS PROVIDED FUNCTION 30 300 100 100 OCCUPANCY 61 1 64 O robinson hill architecture, inc. A California Corporation O 3195 -6 Airport Loop Dr. O Costa Mesa, CA 92626 tel. 714- 825 -8888 O fax 714 -825 -8889 web www.rhainc.net 0 0 0 0 0 This document, and the ideas and designs incorporated here -in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for ony other project O without the written authorization of rho. This document is not to br preproduced and /or modified in any way, nor • shall any reproduction of this document be modified without the prior written consent of rho. O 0 This document has been prepared to describe proposed O new work and does not necessarily represent as -built or existing conditions. The Architect does not warrant, in any way, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. 0 0 O O 0 O O 0 O O O 0 O 0 0 O 0 O 0 O O O 0 0 0 0 O O O O 0 O O O O 0 0 O O O O O O O O 0 O 0 0 O O O O O O 0 O GENERAL NOTES AREA OCCUPANCIES O Project Name / Type Stamp O 0 O O 0 0 0 O 0 O O O O O 0 0 O O 0 0 O 0 O 4 Submittal Dates CC W 7 � Err W O cc W L p W a) (/)0< 0 W O- cn LLI co N � LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 LANDLORD /OWNER REVISIONS 05.30.08 2\ PLAN CHECK CORRECTIONS 3 \ PLAN CHECK CORRECTIONS FIELD REVISIONS O Job Number: 8RHA167.C1 O O Sheet Title: 0 O EGRESS PLAN 0 O Sheet No.: 0 RECEIVED CITY OF TUKWIL A 05.30.08 06.05.08 06.05.08 JUN 0 6 2008 PERMIT'CEMTER A0.2 �J 2' -0" 54 7/8" 3' -1 114" �J 2' -3" 4' -6 5/8" 4'-0 5/8" 4'-6 5/8" 4' -31/2" 3 `P GYP BD CEILING T-6" 2 3/8" 4' 5/8" 4' -6 5/8" , 4'-6 5/8" , 4'-6 5/8" 4'-6 5/8" 4' -6 5/8" 4'-6 5/8" - ° 0 f , f , 0 ° I • - I - f ?s .�.GJ ?f�.� CQ.T.tf.COJ � • � ° A r?' ° - �';�� _i C .� r 0 ?�ifOJ ?i •7... . .OJ ro N �;a= ' 3 ��aSCr C -S�= O� OS�?�02�� E 9 w�.f.1. . AT�aS�.? O �� " - AmZ? �; X70 ?i�LO?r� LO? OJ . . .ararrf�.O.7 afr.07 � L' • �'- LG .... - LOasrro..ssrr0�►s- ri: I da ,; $ . ;! $ ki. ;; 0 NI ;,: : A 0 i ► .' • ..: \ o .. 0 A E. A - 611 f II X zi- - -19 A "Ir0.0,,, % DWI. I6 - .9 ..b11 * _ 1 II A A A 03 A2.0 , r � \`� al A2.0 % A A A A FDA :: A B B "A O A �A w ° a. :DA . ►, . ., RI L1,1 III II A t 4 : i ► � A A r . 04 A ►. ► . ►. / , 0 �� !+ I4 ; 10 a 04 \ A2.0 0 ° ° o 0 o o p 0 0 o O O ► � � G1 A A A A M A �A � � ® �A B EM � tAA �A ` *� _ L ,- 4. ►1t�� A L I' i II � A� 7.4- 4 : ►' �. -- I , / ! ! ... A A A A A A A A A A EN A 41! F Iti . = � . 0 A : G . \ EP% NM ---(j E is - �a Ida IS .� EM N A A A A A A A A A �� La � D D O O O O D D 4 ' ► •i A A ►i; o. ► A �E A A A A -.-. - . -� . A A ► A +� • .4 � A A A A 4 ' • A • A A A A A �� A. .• c•+� ♦x:...;•1.... �i � WM \ \\ III A A ' Ir'�ie.«��/ 101 % �� M AF .�,I /�w.4��.� Mil �� ' »��»��»r.Irwr�.�ir�� ■� <<��.�� »>� . " » ./�∎��.lV��/.�,I/I�,/�MFAMIKO r.I�rrrrrrAiIi<< �� .: , •, !1 11111-1111-1111 S . - �-.■ !l I� •.... �..... .. s- .- . -.-. -H S - .- �.- . -.-. -. .. .. 0 - --e-1. . ISM ji t h , 12' -0" A.F.F. 4'-6" 27' -4 1/4" 4'-6" / 26' -2 3/8" V.I.F. • k 11-0 (P -2) / Q (P -3) (P -2) k 12' -0" A.F.F. (P -3) k 9' -6" A.F.F. P -4 (P -6) • 9'-6" A.F.F. O 10'-(Y A.F.F. (TYP.) k 10'-6" A.F.F. (TYP.) (TYP.) A.F.F. ( TYP.) k 10 -0° A.F.F. `P 12X12 T -BAR CEILING GYP BD CEILING - GYP BD SOFFIT • • GYP BD CEILING • • GYP BD CEILING • • MILLWORK LIGHTBOX • • G co P BD SOFFIT • • GYP BD SOFFIT REFLECTED CEILING PLAN SCALE: 1/4 " =1r -0" 42 ° 02 08 t 05 TYP. O1 O 0 0 0 ° 10' -13/4" tj r 10' -5" A2.0 76'-6 5/8" D • A2 01 3'-8" 6' -9" 24'-6 5 8" 1' -10" _ 16'-4" 1' -10" 16' -4" 1' -10" 13' -10" � ADJACENT r TENANT ADJACENT TENANT AD ACE TENANT _/ N ADJACENT ' � ' 2 \___ I . A3.0 TENANT / 1 , \ ° ° I ; __; I ilij■ � . err ° 0 I - - I° - , sr C. 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D3 T ° a I a REVIEVVE D ES a I M I I CODE COMPLIANCE ° ...I� .. L �� I I :� I. . . I !t • .%w>»AW/MArirrr�ssi rir c . ∎,∎41 ciiiiiii -WAIMW iAIArrrrrrs� iii � : .r��.Iw��IIMAISIriwiiiiiririr � fr��ir. -/ rir :�i s is� ■ s � i , � AV . I V I AI Fir . � �IIIIIIII� ci. �,�iiiiirrrr�r I nil � i ' i -' . ` ' ■ ` i ■ e i ri i ' 1 ri ri ' ■ ■ / r . . . r r ' . - ■ . , r r r ■ r r r r r ri r r �i APPROVED 0 1 6 . VA �� I 1 : �J r - `� I O ♦jl �fi - r ■■■■ -- r • r r r r .r r r :Ill�� r ►i■ 7/8" 5 7/8" _ 5'- 71/4"1 CORRIDOR CORRIDOR I CORRIDOR 1' -10" CORRIDOR \ 5 1/8' - 4' -3 7/8" JUN 12 2008 0 / ° ty Of Tukwila 1 9' -41/8" 11 1/8" 13' -61/2" 1' -10" A3.0 16' -4" 1' -10" 16'x" 17' -5" I C 02 -1' D 01 07 TYP. fi 06 TYP. © 05 TYP. o o BUILDING DIVI ION o A2.0 A2.0 o 0 A A FLOOR PLAN SCALE: 1/4 " =1' -0" 01 O A 6" RECESSED INCANDESCENT 50W PAR 30 LIGHT FIXTURE IN WHITE FINISH. PROVIDED BY TENANT. 01 02 03 04 05 O6 (E) NEUTRAL PIERS TO REMAIN. PATCH AND REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION AS REQUIRED. of 1. G.C. TO FIELD VERIFY ALL EXISTING DIMENSIONS. 2. G.C. TO INFORM ARCHITECT OF ALL DISCREPANCIES 3. G.C. TO PROVIDE SPRINKLER SHOP DRAWINGS TO ARCHITECT at LANDLORD FOR REVIEW & APPROVAL. ALL SPRINKLER HEADS IN RETAIL AREA TO BE CONCEALED POP OFF COVER TYPE, PER LANDLORD'S CRITERIA. 4. SIGNAGE SHOP DRAWINGS TO BE SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL. 5. G.C. TO VERIFY WITH LANDLORD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD EQUIPMENT. 6. ALL MILLWORK FIXTURES TO BE PROVIDED BY TENANT, INSTALLED BY G.C. 7. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS, AND NOT FROM DECK ABOVE. S. PROVIDE 44" MINIMUM CLEARANCE BETWEEN FIXTURES FOR PATH OF EGRESS LEADING TO EXITS. 9. ALL MATERIALS SHALL BE NON - COMBUSTABLE AND ALL WOOD SHALL BE FIRE RETARANT TREATED WOOD. IN -WALL BLOCKING NOTES: ° ° ° 0 ° 0 o ° o 0 ° ° o 0 0 0 p 0 0 0 0 p o ° ELCO: #EL71C ELM3OB " „ „ (N) FULL HEIGHT 3 -5/8 20GA. METAL STUD FURRING CO) 15" O.C. OVER (E) DEMISING WALL, W/ i" TYPE "X" GYP BD w/ 6" CLEAR REFER TO: SPACE FOR RETURN AIR SYSTEM. PAINT PER FINISH SCHEDULE. O1 A3.. 0 B DECORATIVE PENDANT MOUNTED AT XX' -XX" A.F.F. CENTERED ABOVE CASHWRAP. PROVIDED BY TENANT. (E) MALL BULKHEAD TO REMAIN. PROVIDE (N) LIGHT COVE ABOVE PER STOREFRONT DESIGN CRITERIA. REFER TO: A21 (N) STOREFRONT SYSTEM W/ 2" CLEAR TEMPERED GLAZING SET IN 2 "X4" MULLIONS W/ BRUSHED STAINLESS STEEL CLADDING. (N) 1 PAIR CLEAR TEMPERED HERCULITE DOORS W/ 10" HIGH METAL BASE. ALL HARDWARE TO BE BRUSHED STAINLESS STEEL FINISH. REFER TO DOOR SCHEDULE. (N) WALL FURRING TO CONCEAL (E) STRUCTURAL COLUMNS AND BRACING. REFER TO WALL LEGEND. (N) MILLWORK BY TENANT, INSTALLED BY G.C. 01 V o TRACK LIGHTING W/ 50W PAR R 20 LIGHT FIXTURE IN WHITE FINISH. PROVIDED BY TENANT. '' (N) FULL HEIGHT 3 -5/8" 20GA. METAL STUD FURRING © 16" O.C. OVER (E) DEMISING WALL, W/ $" TYPE "X" GYP BD STEP 1 DEZIGNS: #ST221 WITE ` C FULL HEIGHT, FIRE TAPED AND SEALED TO MAINTAIN 1 - HOUR FIRE RATING. PAINT PER FINISH SCHEDULE. REFER TO: O1 B T - 5 FLUORESCENT COVE LIGHT FIXTURE. PROVIDED BY TENANT. A3.0 "X" METALUX: #SM 128T5 - 120V - EBT ` D FRAMED TROFFER WITH CLEAR PRISMATIC ACRYLIC DIFFUSER FOR T -BAR APPLICATION. PROVIDED BY TENANT. (E) DEMISING WALLS TO REMAIN. PROVIDE (N) $" TYPE GYP BD FULL HEIGHT, FIRE TAPED AND SEALED TO ) MAINTAIN 1 -HOUR FIRE RATING. REFER TO: 02 STEP 1 DEZIGNS: 7400 SERIES # 7424 -432/1 07 U N MILLWORK LIGHTBOX BY TENANT, INSTALLED BY G.C. REFER TO. () A1.1 � A3.0 E 08 09 (N) MILLWORK CASHWRAP BY TENANT, INSTALLED BY G.C. REFER TO: 01 A \ F f �l • WALL MOUNT LED EXIT SIGN AND EMERGENCY LIGHT COMBO W/ 5W 6V MR -16 HALOGEN LAMP HEADS BATTERY BACK -UP POWER SOURCE. PROVIDED BY TENANT. / / / / / /_/ (N) FULL HEIGHT 6" 20GA METAL STUD FRAMED WALLS @ 16' O.C. EXTENDED TO UNDERSIDE OF STRUCTURE. PROVIDE 1 LAYER " GYP BD WHERE EXPOSED PAINT PER FINISH SCHEDULE. REFER TO: 03 CUT (N) OPENING IN (E) WALL FOR 1 - HR FIRE RATED 3'X7' EXIT DOOR W/ PANIC HARDWARE INTO CORRIDOR. PROVIDE 4" X 4" X 4' - 0" 1OGA. STAINLESS STEEL CORNER GUARDS ON OUTSIDE CORNERS OF ALCOVE, BUZZER MOUNTED @ 3' - 6" A.F.F., AND TENANT'S NAME /SPACE NUMBER PER DESIGN CRITERIA © 5' - 0" A.F.F. ELCO LIGHTING: #EE83HG BATTERY BACK -UP POWER SOURCE. PROVIDED BY TENANT. WALL / CEILING MOUNT BALLAST RECESSED EXIT SIGN W/ EDGE LIT CLEAR ACRYLIC BLADE SIGN, GREEN LETTERS, AND G ,l,1)l 10 (N 18X18 TRIMLESS HINGED ACCESS PANEL PAINTED TO MATCH CEILING. A3.0 SURE - LIGHTS: #ELX770GW, #ELX770GC (N) FULL HEIGHT 6" 2OGA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED 6" BEYOND CEILING AND BRACED TO EMI � RECESSED EMERGENCY LIGHTING UNIT W/ 90 MINUTE BATTERY PACK. PROVIDED BY TENANT. STRUCTURE ABOVE. PROVIDE 1 LAYER r GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: 04 U LI .T • ;' R A3.0 EM2 DOUBLE LAMP EMERGENCY LIGHT FIXTURE W/ 90 MINUTE BACK UP BATTERY. PROVIDED BY TENANT. DUAL -LITE #EZ -2 SERIES )wxxxxxxx (N) FULL HEIGHT 3-5/8" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED 6" BEYOND CEILING AND BRACED STEREO SPEAKER LOCATION. PROVIDED BY TENANT. TO STRUCTURE ABOVE. REFER TO: 05 PROVIDE 1 LAYER i" GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. A3.0 S@ STEREO SUB - WOOFER LOCATION. PROVIDED BY TENANT. T (N) FULL HEIGHT 3 -5/8" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED UP TO 6" METAL FRAMED CEILING JOIST. PROVIDE 1 LAYER i" GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: 06A \ CEILING DIFFUSER, REFER TO MECHANICAL DRAWINGS. A3.0 \ RETURN AIR GRILLE, REFER TO MECHANICAL DRAWINGS. G.C. TO PROVIDE 18GA. SHEET METAL BLOCKING SCREWED TO EVERY WALL STUD EXTENDING ° FROM TOP OF SLAB TO STORE CEILING AS REQUIRED FOR WALL HUNG ITEMS IN ALL NEW AND REFER TO: ° EXISTING WALLS. 16 ' " "'-�% (N) PARTIAL HEIGHT 3 -5/8" 2OGA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED UP TO 5' -D" A.F.F. PROVIDE 1 LAYER " GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: 06B EXHAUST FAN, REFER TO ELECTRICAL DRAWINGS. A3.0 0 A3.0 SYMBOL LEGEND ©A WALL LEGEND KEYNOTES GENERAL NOTES ° 0 0 0 12' -0" A.F.F. 0 a 0 0 B Stamp Job Number: 8RHA167.C1 Sheet Title: robinson hill architecture, inc. A California Corporation 3195 -B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714- 825 -8888 fax 714- 825 -8889 web www.rhainc.net This document, and the ideas and designs incorporated here -in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project without the written authorization of rha. This document is not to br prepraduced and /or modified in any way, nor shall any reproduction of this document be modified without the prior written consent of rha. This document has been prepared to describe proposed new work and does not necessarily represent as -built or existing conditions. The Architect does not warrent, in any way, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. Project Name / Type Submittal Dates c Lu 0 cc w = w T o W 0¢ oI Wo L i J w � = N LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL LANDLORD /OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 RECEIVED CITY OF TUKWILA PERMIT CENTER 05.12.08 FLOOR PLAN REFLECTED CEILING PLAN Sheet No.: A1.0 BEACHWORKS A TENANT IMPROVEMENT FOR: 0+18" HC DRESSING 04 WALL LEGEND 7 2 +7'-6" • l'77, L _L _t +10' +16" `,/ • L _ _ ' _/ • MI 1E-MI MI MI IN M- • MR -M-M MM. • M-M MI Mt Mt MI- • _- w 'Egi=1 7z L II (jVI +16" $ RETAIL a . PAVING PLAN POWER PLAN SCALE: 1/4"= RESTROOM FLOORING NOTE: G.C. TO PROVIDE AND INSTALL A LANDLORD-APPROVED LATEX-RUBBER WATERPROOFING MATERIAL UNDER THE RESTROOM FLOOR FINISH. OBTAIN LANDLORD'S INSPECTION OF THE MEMBRANE PRIOR TO TENANT COMPLLIING THE FINISH FLOOR. THE MEMBRANE SHALL LAP UP PERIMETER WALLS UNDERNEATH COVED BASE TO A MINIMUM HEIGHT OF 12" AFF. THE MEMBRANE SHALL BE MANUFACTURER'S STANDARD FACTORY-PACKAGED, JOB-MIXED, PROPRIETARY, 2-PART FORMULATION CONSISTING OF LIQUID LATEX-RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS-FIBER-FABRIC REINFORCING (LATICRETE 9235, OR SUMMITVILLE 5-9000). ■•• •••• 'U? I ME ••,(1.(1 ISOLATED GROUND RECEPTACLE FOR SENSOR SECURITY. WALL MOUNTED J-BOX. WALL MOUNTED PHONE/DATA OUTLET. WALL MOUNTED THERMOSTAT. WALL MOUNTED TIMER. LOCATION OF LIGHT SWITCHES. WALL MOUNTED GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE. WALL MOUNTED QUAD RECEPTACLE. CEILING MOUNTED DUPLEX RECEPTACLE FOR STOREFRONT. 0 WALL MOUNTED DUPLEX CONVENIENCE RECEPTACLE FLUSH WITH FINISH WALL. • ,/ / 15 Cv-i) x OM / / / / / / / / / / / / / / / / / / / / / / / / • /// /;// / / / /// /// /, //:// //// /if/ /// /- // / / / / / / / / / SYMBOL LEGEND B JL EQ 14 05 EQ. EMPLOYEE RM —•= 7.= ...4 XXx HC.DRESS[NG 04 • DRES • CIA DRES G 13 EQ. EQ. ED (N) FULL HEIGHT 6" 20GA. METAL STUD FRAMED WALLS @ 16' O.C. EXTENDED TO UNDERSIDE OF STRUCTURE. PROVIDE 1 LAYER i GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 3-5/8" 20GA. METAL STUD FURRING @ 16" O.C. OVER (E) DEMISING WALL, W/ i" TYPE "X" GYP BD w/ 6" CLEAR SPACE FOR RETURN AIR SYSTEM. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 3-5/8" 20GA. METAL STUD FURRING @ 16" O.C. OVER (E) DEMISING WALL, W/ i" TYPE "X" GYP BD FULL HEIGHT, FIRE TAPED AND SEALED TO MAINTAIN 1-HOUR FIRE RATING. PAINT PER FINISH SCHEDULE. REFER TO: (E) DEMISING WALLS TO REMAIN. PROVIDE (N) i TYPE ''X" GYP BD FULL HEIGHT, FIRE TAPED AND SEALED TO MAINTAIN 1-HOUR FIRE RATING. REFER TO: (N) FULL HEIGHT 6" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED 6" BEYOND CEILING AND BRACED TO STRUCTURE ABOVE. PROVIDE 1 LAYER in GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 3-5/8" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED 6" BEYOND CEILING AND BRACED TO STRUCTURE ABOVE. PROVIDE 1 LAYER i" GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: (N) FULL HEIGHT 3-5/8" 20GA. METAL STUD FRAMED WALLS @ 16" O.C. EXTENDED UP TO 6" METAL FRAMED CEILING JOIST. PROVIDE 1 LAYER I" GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: (N) PARTIAL HEIGHT 3-5/8" 20CA. METAL STUD FRAMED WALLS @ 16 O.C. EXTENDED UP TO 5'-0" A.F.F. PROVIDE 1 LAYER i GYP BD WHERE EXPOSED. PAINT PER FINISH SCHEDULE. REFER TO: U M- • WM MU Mt M-M-M-IIR El MI- • WIN • M-M-11-NO IN- 18 01 02 06 losi 12 14 15 Q. EQ. (N / C-1 — 7- • (N) CEILING MOUNTED DUPLEX OUTLET AT STOREFRONT SOFFIT. (N) ELECTRICAL PANELS. REFER TO ELECTRICAL DWGS. FIFI) (N) PHONE BOARD. REFER TO ELECTRICAL DWGS. THIN SET CERAMIC TILE TO BE FLUSH W Q. EQ. ED ED ( D ) (N) FLOOR MOUNTED TRANSFORMER. REFER TO ELECTRICAL DWGS. . . . RETAIL • . 02 K , X • t)e (N) 12X12 ENTRY TILE PER FINISH SCHEDULE, TO BE LEVEL W/ ADJACENT MALL FLOORING. 0 / • / ZZZZZZZ ▪ (N) J-BOX ON PILASTER FOR LIGHT ELEMENTS BY TENANT, TO BE INSTALLED AND HARDWIRED BY G.C. COORDINATE EXACT LOCATION IN FIELD. 11 (N) LOCATION OF THERMOSTAT CONTROL, TIMER AND SWITCHES ON THE INSIDE OF EMPLOYEE ROOM. (N) STAINED FINISH W/ CLEAR SEALANT OVER (E) CONCRETE FLOORING W/ PAINTED MDF WALL BASE PER FINISH SCHEDULE. (N) CLEAR SEALANT OVER (E) CONCRETE FLOORING W/ VINYL BASE PER FINISH SCHEDULE. (N) SHEET VINYL FLOORING W/ 6" HIGH COVED BASE PER FINISH SCHEDULE, OVER WATERPROOFING MEMBRANE. (N) DUPLEX RECEPTACLE AT 105" A.F.F. FOR WALL MOUNTED PLASMA SCREEN BY TENANT, INSTALLED BY C.C. TYP. MALL TILE. BUSH HAMMER (E) SLAB AS REQUIRED TO ACHIEVE FLUSH CONDITION @ STAINED CONCRETE FLOOR TRANSITION. 1 1 1 1 • _/_ /// // WIN MIS IIM M-1•- Li (N) J-BOX FOR SIGNAGE ABOVE STOREFRONT SOFFIT. COORDINATE EXACT LOCATION IN FIELD. ▪ (N) TWO i" CONDUTS TO CASHWRAP AREA FOR MILLWORK MOUNTED QUAD RECEPTACLE, PHONE AND DATA OUTLETS. CORE (E) CONCRETE & REINSTATE AS REQUIRED TO MATCH (E). COORDINATE EXACT LOCATION IN FIELD. (N) J-BOX BEHIND SOFFIT FOR MILLWORK LIGHTBOXES BY TENANT, TO BE INSTALLED AND HARDWIRED BY G.C. COORDINATE EXACT LOCATION IN FIELD. - 1M-M-11I-MS-NO UM- M-M-M-IM- (E) (N) PVC CONDUIT RECESSED IN STOREFRONT ENTRY FLOOR FOR SENSOR SECURITY SYSTEM WIRES. COORDINATE CONUIT SITE W/ SECURITY SYSTEM VENDOR. TRENCH (E) CONCRETE & REINSTATE AS REQUIRED TO MATCH (E). (N) ISOLATED GROUND RECEPTACLE FOR SENSOR SECURITY SYSTEM TO BE MOUNTED ABOVE STOREFRONT SOFFIT. 16 (N) MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. TILE TO MATCH (E) MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVISES WILL BE PENH I ED AT INTERSECTION INTO TENANT'S FLORRING AND MALL TILE. WHEN EXTENDING MALL TILE TO TENATN'S STOREFRONT BASE OR VESTIBULES, TILES MUST BE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WITH FULL TILE. KEYNOTES •••■ .0•••" go■ 1. G.C. TO FIELD VERIFY ALL EXISTING DIMENSIONS. 04 03 1 F 2. C.C. TO INFORM ARCHITECT OF ALL DISCREPANCIES. ThEVIEWEbW CODE COMPLIANCE APPROVED JUN 1 2 2008 City B ILDIN 3. G.C. TO PROVIDE SPRINKLER SHOP DRAWINGS TO ARCHITECT & LANDLORD FOR REVIEW & APPROVAL. ALL SPRINKLER HEADS IN RETAIL AREA TO BE CONCEALED POP OFF COVER TYPE, PER LANDLORD'S CRITERIA. 4. SIGNAGE SHOP DRAWINGS TO BE SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL. 5. G.C. TO VERIFY WITH LANDLORD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD EQUIPMENT. 6. ALL MILLWORK FIXTURES TO BE PROVIDED BY TENANT, INSTALLED BY G.C. ION 7. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS, AND NOT FROM DECK ABOVE. 8. PROVIDE 44" MINIMUM CLEARANCE BETWEEN FIXTURES FOR PATH OF EGRESS LEADING TO EXITS. 9. ALL MATERIALS SHALL BE NON-COMBUSTABLE AND ALL WOOD SHALL BE FIRE RETARANT TREATED WOOD. IN-WALL BLOCKING NOTES: G.C. TO PROVIDE 18GA. SHEET METAL BLOCKING SCREWED TO EVERY WALL STUD EXTENDING FROM TOP OF SLAB TO STORE CEILING AS REQUIRED FOR WALL HUNG ITEMS IN ALL NEW AND EXISTING WALLS. REFER TO: 0 U (_) 0 0 0 0 U 0 0 0 0 0 0 0 C 0 0 (C 0 C 0 GENERAL NOTES LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 1 LANDLORD/OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 robinson hill architecture, inc. A California Corporation 3195-B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714-825-8888 fax 714-825-8889 web www.rhainc.net This do ument, and the ideas and designs incorporated here-in, as an instrument of professional service, is the property ol Robinson Hill Architecture, Inc. (rho), and is not to be used in whale or in part, for any other protect without the written authorization of rho This document is not to hr preproduced and/or modified in any way, nor shall any reproduction of this document be modified without the prior written consent of rho. This document has been prepared to describe proposed new work and does not necessarily represent as-built or existing conditions The Architect does not warrent, in any Wily, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. Project Name / Type Stamp S3 ; Submittal Dates cc Ln 1— — z w 0 cc in D Z 0 I-U (1)0< 0 J <- 0 I Ci) LU CO c\1 Job Number: 8RHA167.C1 Sheet. Title: POWER PLAN PAVING PLAN Sheet No.: - RECEIVED CITY OF TUKWILA JUN 0 6 21308 -- - PERMIT - CENTER A1.1 (P 1) 01 0 T VW 12 u6 r i 100 13 07 TYP. (P -4) i 02 (7 JI (P--19 (P -1) (P -4) 0-1) 02 (P -3) AA INTERIOR ELEVATION / SECTION SCALE: 1/4 " =1' -0" It tie 9 06 aliN est - TA I fl 02 0 (P -1) (P -4) 11'-1 (P -4) (P -4) P -5 (P -1) (P -1) 0 01 TYP. OP -10 04 u4QT 4 TYP. 1/ 08 (P -1) (P -4) (p - 1) .0 09 09 TYP. 04 TYP. a 03 06 P-1 (P -1) TYP. 05 TYP. O6 TYP. (P -4) 02 (P - 4) r AIM r r r rr r r r' a r r 'r r�r r i r r r n r r'r r' — ril r rr r r r r r r r r r - �T��fTTT'iT'/T�'T��T'T�T'�'t� Y 7 : r r Y � r f T r�111� 'r 'r fT� — r Tll� 1 � ri� T ' (i "f1� ' r911�1�n� � 1 � T � 1 �T��1� �f�l �T'}� T 1�/'/� '1 T � T� �T � Tl� T� � 1 �T' �171Y�� y� � � j�'T '1 � � � �T'T�P11'1 rglnrTT u444TRdu � N4u0D4T8N u�u1�i4yi 17 I� a u u u+ � u�u+ �uuuu�uTiTifliu�T� +I`/li�►�T w u4r i � We," "M u�uuuu�u urTn�� uu1 u�l (�(� /�� u u u +� � �n►N44ru a �u�� ll / �i��riTlriru /l if �rr/'/l f ►►7rrrrT'nr i��i+�'i4�i►INriTiWu +uluu �u � I U4N TYP. CF -3 ) 03 (P - 3) (P -1) 3 TYP. INTERIOR ELEVATION / SECTION 02 TYP. 07 /I 01 01 (P -4) (P -5) (P -4) 04 AA SCALE: 1/4 " =1' -0" 01 0 AU I� OA £4 i rjfl4 #W 6V644Y44dNN T4444 N444 ATAr r Sri6 P--1 INTERIOR ELEVATION / SECTION TYP (P -9 (P -3) 06 TYP. 3' 05 TYP. 9 U, 9 N INTERIOR ELEVATION / SECTION SCALE: 1/4 "=1' -0" SCALE: 1/4 " =1' -0" n 04 03 14 PROVIDE 6" MIN. GYP BD CLEARANCE AT (E) DEMISING WALLS FOR RETURN AIR SYSTEM WHERE ADJACENT TENANT SPACE OCCURS. REFER TO: 01 03 04 06 08 09 10 11 12 68.2t3 (N) 4" 16GA. STEEL JOISTS © 4' O.C. W/ " WELD TO BOTTOM FLANGE OF (E) STEEL BEAMS. 02 (N) 3 -5/8" 20GA. METAL STUD FRAMED CEILING @ 16" O.C. W/ i" GYP BD, PAINTED FINISH. (N) SOFFIT FRAMED W/ 3 -5/8" 20GA. METAL STUDS © 16" O.C. W/ 8" GYP BD, PAINTED FINISH. (N) PILASTER FRAMED W/ 3 -5/8" 20GA. METAL STUDS Q 16" O.C. W/ $" GYP BD, PAINTED FINISH. 11:1 MILLWORK LIGHTBOX BY TENANT, INSTALLED BY G.C. REFER TO (N) MILLWORK BY TENANT, INSTALLED BY G.C. 07 (N) DRESSING ROOM DOORS & JAMB BY TENANT, INSTALLED BY G.C. REFER TO: (N) 34" HIGH ADA COMPLIANT CASHWRAP BY TENANT. REFER TO: (N) DECORATIVE PENDANT FIXTURES PER LIGHT FIXTURE SCHEDULE PROVIDED BY TENANT. COORDINATE EXACT MOUNTING HEIGHT IN FIELD. (N) T -5 LAMP FLUORESCENT STRIP LIGHTS PER LIGHT FIXTURE SCHEDULE. (N) TRACK UGHT FIXTURES MOUNTED INSIDE OF SOFFIT PER LIGHT FIXTURE SCHEDULE. (N) CERAMIC WALL TILES PER FINISH SCHEDULE. 13 (N) HANDICAP ACCESSIBLE RESTROOM. REFER TO SHEET A2.2. 1. C.C. TO FIELD VERIFY ALL EXISTING DIMENSIONS. 2. G.C. TO INFORM ARCHITECT OF ALL DISCREPANCIES. 3. G.C. TO PROVIDE SPRINKLER SHOP DRAWINGS TO ARCHITECT & LANDLORD FOR REVIEW & APPROVAL. ALL SPRINKLER HEADS IN RETAIL AREA TO BE CONCEALED POP OFF COVER TYPE, PER LANDLORD'S CRITERIA. 4. SIGNAGE SHOP DRAWINGS TO BE SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL. 5. C.C. TO VERIFY WITH LANDLORD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD EQUIPMENT. 6. ALL MILLWORK FIXTURES TO BE PROVIDED BY TENANT, INSTALLED BY G.C. 7. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS, AND NOT FROM DECK ABOVE. 8. PROVIDE 44" MINIMUM CLEARANCE BETWEEN FIXTURES FOR PATH OF EGRESS LEADING TO EXITS. 9. ALL MATERIALS SHALL BE NON — COMBUSTABLE AND ALL WOOD SHALL BE FIRE RETARANT TREATED WOOD. IN —WALL BLOCKING NOTES: G.C. TO PROVIDE 18GA. SHEET METAL BLOCKING SCREWED TO EVERY WALL STUD EXTENDING FROM TOP OF SLAB TO STORE CEILING AS REQUIRED FOR WALL HUNG ITEMS IN ALL NEW AND EXISTING WALLS. REFER TO: 1161 A3.0 0 C) '-1 ) 0 0 O 0 n 0 0 0 (1 0 c) KEYNOTES 0 0 n 0 C, O (1 <) n 0 r, GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila BUILDIN DIVISION -..= • p RE = a,-.0m awaialw,----,L \ KEYPLAN 0 0 n 0 (, ( , (, robinson hill architecture, inc. A California Corporation 3195 —B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714- 825 -8888 fax 714 - 825 --8889 web www.rhainc.net this document, and the ideas and designs incorporated here - in. as on instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project without the written authorization of rho this document is not to br preproduced and /or modified in any way, nor shall any reproduction of this document he modified without the prior written consent of rho. Thi -; document has been prepared to describe proposed new work and does not necessarily represent as -built or existing conditions. The Architect does not warrent, in any way, the accuracy of this information and shall not be responsible for any discrepancy between this docurner,t and the exi5hnq ■ndrtians. Project. Name / Type Stamp 93 EKED • ;l; E 1 t d...• I L ST I OF WASHINGTON Submittal Dates LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 1 LANDLORD /OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 Sheet Title: INTERIOR ELEVATION / SECTIONS Job Number: 8RHA167.C1 0 Sheet No.: RECEIVED CITY OF ALA JUN . 13 6Z008 PERMIT CENTER A2.0 C W J I— --I Z W 2 MM 0 is = W 00 Z (n U Q 0 I— (1) § W co co M NOTE: VERIFY IN FIELD THE EXACT CONDITION OF TRANSITION FROM LIGHT COVE AT FRONT OF STORE TO CORRIDOR RETURN. COORDINATE W/ LL ONSITE REP. 12 ACS156151SLSlIZW11 �1S1SM51S151S1588 11 1' -51/8" 13 / // N.V S 1S1S1S1181S1S1S1S1S87S8ZS71 - 86 /4Y 4' -1 1/4° 1' -9" V.I.F. B (s 1 -9" V.I.F. W w W J c 0 66 11iSS 722 STOREFRONT SECTION AT DOORS 5 A3.0 02 06 03 02 06 05 04 08 SCALE: 1/2 " =1' -0" 03 0 4 0 S -1 /j // 11' -8° W z w cl 1' -9" V.I.F. / / Cs -1) 03 9 r� STOREFRONT SECTION AT WINDOW SIM. 12 OPP. / / 02 06 05 CS- 1 -4) CM -1) 09 ° SCALE: 1/2 " =1' -0" 10 %.. / / 02 6' -5" A LEASELINE 04 (P -4) (S -1) 5" 8" _ i ...._..,„,____________________ ,.... 7'-3 1/8" :0 I / 0 2686 / 8" 7 1/4° 4 15' -0° 02 07 06 1 D' -0' A.F.F. 03 09 01 14 (P -4) STOREFRONT ELEVATIONS SCALE: 1/2"=1 04 N N N, \ N' B — PAVING PLAN A — FLOOR PLAN N' '\ N \ 17 "\ \ N N 18 N 16 01 02 (E) NEUTRAL PIERS TO REMAIN. PATCH AND REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION. PROVIDE (N) i" X i" CLEAR ANNODIZED ALUMINUM REVEAL BETWEEN NEUTRAL PIERS AND TENANT STOREFRONT. (E) MALL BULKHEAD TO REMAIN. PROVIDE (N) i" TYPE "X" GYP BD ON TENANT SIDE OF BULKHEAD, AND LIGHT COVE ABOVE PER STOREFRONT DESIGN CRITERIA. LIGHT FIXTURE TO BE PROVIDED BY LANDLORD. PAINT PER FINISH SCHEDULE. 03 04 05 06 07 08 09 10 13 (N) STOREFRONT SYSTEM W/ ;" CLEAR TEMPERED GLAZING SET IN 2X4 MULLIONS W/ BRUSHED STAINLESS STEEL CLADDING. (N) 1 PAIR CLEAR TEMPERED HERCULITE DOORS W/ 10" HIGH METAL BASE AND MINIMAL CORNER STOPS AT RECESSED PIVOT HARDWARE. ALL HARDWARE TO BE BRUSHED STAINLESS STEEL FINISH. REFER TO DOOR SCHEDULE (N) STOREFRONT SOFFIT W/ i GYP BD OVER 3 -5/8" 20GA. METAL STUD FRAMING, PAINT PER FINISH SCHEDULE. (N) ROUTERED MDF PER FINISH SCHEDULE W/ PLYWOOD BACKING. PROVIDE 2" X 2" CONTINUOUS STEEL CHANNEL W/ BRUSHED STAINLESS STEEL CLADDING ON TOP AND BOTTOM. G (N) SIGNAGE W/ INTERNALLY ILLUMINATED CHANNEL LETTERS "HALO" BACKLIT, BY OTHERS UNDER A SEPARATE PERMIT. SIGNAGE VENDOR TO SUBMIT SHOP DRAWINGS TO LANDLORD FOR REVIEW AND APPROVAL BEFORE FABRICATION. PROVIDE 2 NEON TRANSFORMERS INSIDE BULKHEAD, COORDINATE EXACT LOCATION IN FIELD. (N) CERAMIC WALL TILES OVER DURAROCK. REFER TO FINISH SCHEDULE. (N) BRUSHED STAINLESS STEEL CLADDING AT STOREFRONT FASCIA OF METAL STUD WALL CONSTRUCTION PER PLAN. (N) " GYP BD FINISH OVER METAL STUD WALL CONSTRUCTION PER PLAN, PAINTED FINISH. BRUSHED STAINLESS STEEL CLAD WALL BASE AT 10 TO MATCH BASE AT DOORS. 11 (N) METAL STUD WALL CONSTRUCTION PER PLAN W/ i" GYP BD TO MATCH (E). PAINT TO MATCH LANDLORD'S COLOR. (N) 6" HIGH WALL BASE W/ BRUSHED STAINLESS STEEL FINISH. (N) PAINTED GYP BD PER FINISH SCHEDULE. (N) STORE ADDRESS NUMBER TO BE LOCATED ON THE LOWER RIGHT AREA OF THE STOREFRONT IN 4-" HIGH LETTERS, ARIAL FONT, WHITE COLOR. (N) BRUSHED STAINLESS STEEL GLAZING CLAMPS @ 4' APART. (N) STAINED FINISH W/ CLEAR SEALANT OVER (E) CONCRETE FLOORING W/ PAINTED MDF WALL BASE PER FINISH SCHEDULE. (N) THIN SET CERAMIC TILE TO BE FLUSH W/ MALL TILE. BUSH HAMMER (E) SLAB AS REQUIRED TO ACHIEVE FLUSH CONDITION @ STAINED CONCRETE FLOOR TRANSITION. (N) MALL TILE IN RECESSED STOREFRONT ENTRY AREA TO LINE OF STOREFRONT CLOSURE. MATCH PATTERN AND GROUT W/ (E) TILE. COORDINATE W/ ON —SITE TENANT COORDINATOR. VERIFY IN FIELD THE EXACT CONDITION OF TRANSITION FROM LIGHT COVE AT FRONT OF STORE TO CORRIDOR RETURN. COORDINATE W/ ON —SITE TENANT COORDINATOR. 14 16 18 19 1. SIGNAGE MANUFACTURER TO PROVIDE A FULL SET OF SIGN SHOP DRAWINGS FOR LANDLORD REVIEW AS REQUIRED PRIOR TO FABRICATION. SIGNS SHOULD BE IN COMPLIANCE WITH DESIGN CRITERIA AND WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND BEAR A "UL" LABEL CONCEALED FROM PUBLIC VIEW. 2. VINYL GLASS SIGNAGE MUST BE ETCHED FILM, NO COLOR, SOLID. 3. NO SIGN CAN PROJECT MORE THAN 6" BEYOND THE STOREFRONT LEASE LINE. 4. ALL ILLUMINATED SIGNS MUST BE CONTROLLED BY TENANT'S 7 DAY TIME CLOCK. 5. INTERNALLY ILLUMINATED CHANNEL LEI I ERS "HALO" BACKLIT. STOREFRONT PLAN SCALE: 1/2 " =1' -0" KEYNOTES I REVIEWED CODE E ODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila BUILDING DI 0 C) CG u 0 G 0 G 0 G 0 G G 0 G G V G G 0 G 0 G 0 /1 \G G V 0 0 G G G 0 Q V SIGNAGE NOTES G 0 0 0 0 n 0 J B � � robinson hill architecture, inc. A California Corporation 3195 —B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714- 825 -8888 fax 714- 825 -8889 web www.rhainc.net This document, and the ideas and designs incorporated here -in, os an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project without the written outhorizntion of rho. This doc ument is not to hr preproduced and /or modified in any way, nor Shall any reproduction of this document be modified without the prior written consent of rho. This document has been prepared to describe proposed new work and does not necessarily represent as built or existing conditions The Architect does not correct, in any way, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. Project Name / Type Stamp TERED ECT • v... ▪ f ,rV 1 �yl " iN G , AT[ ;�r 4, vn5.:,114 L 1 ON 1 Submittal Dates 0 LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 1 LANDLORD /OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 Job Number: 8RHA167.C1 Sheet Title: ENLARGED STOREFRONT PLAN, ELEVATIONS & SECTIONS 0 Sheet No.: 01 A2.1 c L11 - U c rte ., I ILI ao Z co O w ° U) U Q • 0 co m a) � — RECEIVED CITY OF TUKWILA _UN- 06 2008 _ . IT CE ' €#i LIJ DRESSING ROOMS PLAN & ELEVATIONS SCALE: 1/2 " =1' -0" 18" MIN. 02 60" MIN, CLR. HANDICAP ACCESSIBLE DRESSING ROOM NOTES: 1. MIRROR IN HANDICAP FITTING ROOM SHALL BE AT LEAST 18" WIDE BY 54" HIGH. THE BOTTOM IS NO HIGHER THAN 20" FROM THE FLOOR, AND MOUNTED IN A POSITION AFFORDING VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. 2. 24" BY 60" BENCH MOUNTED TO THE WALL ALONG THE LONGER DIMENSION OF THE ROOM 17" TO 19" A.F.F. W/ A CLEAR SPACE ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE BENCH. THE STRUCTURAL STRENGTH OF THE BENCH AND ATTACHMENTS SHALL COMPLY W/ SECTION 1115B.8.. 3. PROVIDE CLOTHING HOOKS IN HANDICAP ACCESSIBLE FITTING ROOM NO HIGHER THAN 48" A.F.F.. HANDICAP ACCESSIBLE DRESSING ROOM NOTES: 1. MIRROR IN HANDICAP FITTING ROOM SHALL BE AT LEAST 18" WIDE BY 54" HIGH. THE BOTTOM IS NO HIGHER THAN 20" FROM THE FLOOR, AND MOUNTED IN A POSITION AFFORDING VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. 2. 24" BY 60" BENCH MOUNTED TO THE WALL ALONG THE LONGER DIMENSION OF THE ROOM 17" TO 19" A.F.F. W/ A CLEAR SPACE ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE BENCH. THE STRUCTURAL STRENGTH OF THE BENCH AND ATTACHMENTS SHALL COMPLY W/ SECTION 1115B.8.. 3. PROVIDE CLOTHING HOOKS IN HANDICAP ACCESSIBLE FITTING ROOM NO HIGHER THAN 48" A.F.F.. POb 60° MIN. CLR. _.. _ . 9' -8 5/8" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila BUILDIN DIVI ION 0 01 18" MIN. RESTROOM PLAN & ELEVATIONS ll� D] c) C ? C.9 KEYNOT HANDICAP NOT SCALE: 1/2"=I-0" C ? C., 04 04 1 1 16 12" MAX. A 54° MIN. 39 "-41" 42" MIN. 1'-6" 7° -9" i 56" MIN. CLR. 15 18 A (P -1) (F -1) 01 02 co 0 Co U E (P -3) 0 co B ED 15 16 18 16 Cn 0 d- 14 18 1'-6" B C F 16 a 1 (F -1) (P -1) 0 (P -3) 0 in 02 12 2' -0" 0 co 17 03 CV 17 D 1131 C (F -1) (13-0 G (P -3) 17" MIN. z a) 0 F- N 01 06 08 09 m 8" MIN. KNEE CLEARANCE 3' -10" i 318 06 07 09 •2 2' -9 3/8° R.O. 18" MIN. f 1' -51/2" fi (P -3) 1'-4" 8" 2' -0" 3' -10" 2' -9 3/8" R.O. 16 1' -51 /2" 15' -10 5/8" H F -1 (P -1) 60° MIN. CLR. 0 60" MIN. CLR. 3' -3 3/8" R.O. 36° MIN. 24" MIN. 12" MIN. 18" MIN. T-0" C) 01 04 11 C ? C., 13 9 CD 3'-7 1/4' � " 01 02 (N) 8" GYP BD W/ SEMI —GLOSS PAINT PER FINISH SCHEDULE. (N) MARLITE FRP 48" HIGH WAINSCOTING, PER FINISH SCHEDULE. 03 (N) SOLID CORE WOOD DOOR PER DOOR SCHEDULE, SEMI GLOSS PAINT PER FINISH SCHEDULE. PROVIDE DOOR MOUNTED AND WALL MOUNTED SIGNAGE ON OUTSIDE. REFER TO: 04 (N) GRAB BAR PER TOILET ACCESSORY SCHEDULE. PROVIDE BLOCKING IN WALL AS REQUIRED. REFER TO: 05 06 (N) MIRROR PER TOILET ACCESSORY SCHEDULE. 07 (N) SOAP DISPENSER PER TOILET ACCESSORY SCHEDULE. 08 10 m (N) TOILET PAPER HOLDER PER TOILET ACCESSORY SCHEDULE. (N) PAPER TOWEL DISPENSER PER TOILET ACCESSORY SCHEDULE. 09 (N) WALL HUNG SINK TO RESIST 250 LBS WEIGHT. (N) INSULATION OVER WATER AND DRAIN PIPING. (N) FLOOR MOUNTED HANDICAP TOILET. F1 CERAMIC TILE FLOORING W/ INTEGRAL COVE BASE CONTINUING UP WALL BASE, 6" HIGH, REFER TO FINISH SCHEDULE. 13 14 (N) SOLID CORE DRESSING ROOM DOOR W/ PUSH /PULL HARDWARE AND JAMB BY MILLWORKER. ° PROVIDE ROUGH OPENINGS AS SPECIFIED ON PLAN W/ 2X4 BLOCKING FOR CUSTOM JAMBS. (N) WALL MOUNTED CLOTHING HOOK BY MILLWORKER. 15 (N) WALL MOUNTED FULL LENGTH MIRROR BY MILLWORKER. 16 (N) 4" WALL BASE, PAINT PER FINISH SCHEDULE ON A5.0. 1 (N) WALL MOUNTED ADA COMPLIANT 24" X 60" BENCH @ 19" A.F.F. BY MILLWORKER. 18 (N) WALL MOUNTED 16" X 48" BENCH © 19" A.F.F. BY MILLWORKER. A A ES Ihis document hos been prepared to describe proposed new work and does not necessarily represent as -built or existing conditions The Architect does not warrent, in cloy way, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. n U (1 0 0 0 0 0 U U U 0 U U U e_1 ES ° ° U ° U 0 0 U U n l) n Stamp C� 0 0 0 robinson hill architecture, ine. A California Corporation 3195 - 13 Airport Loop Dr. Costa Mesa, CA 92626 tel. 714 -825 -8888 fax 714 -825 -8889 web www_rhainc.net This document, and the ideas and designs incorporated here - in, ns an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project without the written authorization of rha. This document la not to bi preproduced and /or modified in any way, nor shall any reproduction of this document be modified without the prior written consent of rho. Project. Name / Type § ih s , i c ' AY:. (t WASklIJGTON Submittal Dates LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 LANDLORD /OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 Job Number: 8RHA167.C1 Sheet Title: ENLARGED PLANS & INTERIOR ELEVATIONS Sheet No.: o � A2.2 c w 1- Q W 0 cc = W � 1--1- 00 D Z 00 W o) (/) 0 < 0 _1 I- W D Q LI O IA 1— u) co co W C9 co CO CV P RECEIVED CITY OF TilktitLA JUN 0 6 70-08 PERMIT CENTER TILE PER FINISH - SCHEDULE 2" DURAROCK LEASE LINE BRUSHED STAINLESS - -- STEEL METAL CLADDING DETAIL 2 SCALE: 1-1/2"=V-0" DETAIL �9 SCALE: 1-1/2"=1-0" BRACE PER SECTION - - CUT FLANGE & BEND 45' - ATTACH FL W/ (3) #8 S.M.S. - ALTERNATE BRACES PER SECTION - PROVIDE BRACE AT ALL WALL ENDS INCLUDING WALLS DISCONTINUOUS THROUGH WALL INTERSECTIONS 20GA. X 1" FL. CONT. TRACK W/ #8 S.M.S. EA. FL. EA. STUD 3-5/8" 20GA. METAL CEILING JOIST W/ g" GYP BD 6" 20GA. METAL STUD FRAMING @ 16" O.C. WALL TILE OVER DURAROCK i" GYP BD MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT MDF WALL BASE, PAINT TO MATCH WALL COLOR #8 SMS TRACK TO STUD, EA. SIDE FINISH FLOOR PER PLAN 20GA STL. TRACK -- 0.177 DIA. HILTI "DS" SHOT DRIVEN PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6" FROM PLATE END & @ 16" O.C. TYP. DETAIL SCALE: 1- 1/2" =1' -0" - -- 6" METAL STUD FRAMED WALL W/ g" GYP BD WHERE EXPOSED. PAINTED FINISH. 2 THICK CLEAR TEMPERED GLAZING. 4" X 2" ALUMINUM STOREFRONT MULLIONS W/ BRUSHED STAINLESS STEEL CLADDING. 3 -5/8" 20GA. CEILING JOIST © 16" O.C., W/ g" GYP BD, PAINTED FINISH. 3 -5/8" 20GA. METAL STUD FRAMING © 16" O.C., W/ g" GYP BD, PAINTED FINISH. (3) #8 TEK SCREWS EACH STUD. LIGHT FIXTURE, PER FIXTURE SCHEDULE 0" A.F.F. 9' -6" A.F.F. LIGHT BOX BY MILLWORKER 4 B (N) 6" METAL STUD WALL BRACED TO STRUCTURE (AT STOREFRONT) CV DETAIL SCALE: 1-1/2"=V-0" (E) LANDLORD'S NEUTRAL PIER TO REMAIN. (N) " x r CLEAR ANODIZED ALUMINUM REVEAL. (N) 6" 20GA. METAL FRAMED WALL W/ 8" GYP BD. LEASE LINE (N) 2" CLEAR TEMPERED GLAZING SET IN 4 X 2" ALUMINUM STOREFRONT MULLIONS W/ BRUSHED STAINLESS STEEL CLADDING. 1 -6" DETAIL c8 SCALE: 1-1/2"=1-0" 12' A.F.F. - 3 -5/8" 20GA. CEILING JOIST @ 16" O.C., W/ g" GYP BD, PAINTED FINISH. LIGHT FIXTURE, PER FIXTURE SCHEDULE 10' -0" A.F.F. 3 -5/8" 20GA. METAL FRAMING @ 16" O.C., W/ 8" GYP BD, PAINTED FINISH. 4" 16GA. STRUCTURAL STEEL JOISTS WELDED TO BOTTOM FLANGE OF (E) STEEL BEAMS A (N) 6" METAL STUD WALL BRACED TO STRUCTURE BRACE PER SECTION - CUT FLANGE & BEND 45' - ATTACH FL. W/ (3) #8 S.M.S. - ALTERNATE BRACES PER SECTION - PROVIDE BRACE AT ALL WALL ENDS INCLUDING WALLS DISCONTINUOUS THROUGH WALL INTERSECTIONS 20GA. X 1" FL CONT. TRACK W/ #8 S.M.S. EA. FL. EA. STUD 3 5/8" 20GA. METAL CEILING JOIST W/ g" GYP BD 6" 20GA. METAL STUD FRAMING @ 16" O.C. cL w a - _ s ._ _.. _ _ _ 5/8" GYP BD, BOTH SIDES w U MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT #8 SMS TRACK TO STUD, EA. SIDE MDF WALL BASE, PAINT TO MATCH WALL COLOR FINISH FLOOR PER PLAN 20GA STL. TRACK 0.177 DIA. HILTI "DS" SHOT DRIVEN PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6" FROM PLATE END & @ 16" O.C. TYP. DETAIL SCALE: 1 -1 /2 " =1' -0" 2" THICK CLEAR TEMPERED GLAZING. 4" X 2" ALUMINUM STOREFRONT MULLIONS W/ BRUSHED STAINLESS STEEL CLADDING. -- - FINISH FLOOR. LEVEL SPACERS AS REQUIRED. 1 DETAIL 1O7 SCALE: 1-1/2 -1 -0 3 " FIRE TREATED PLYWOOD SHEATHING OVER CEILING JOIST 3 -5/8" 20GA. METAL JOIST @ 16" O.C. W/ i GYP BD. 18 "X18' TRIMLESS HINGED ACCESS PANEL FLUSH & PAINTED TO MATCH W/ GYP BD CEILING. DETAIL SCALE: 1-1/2"=1'-0" 0 (N) 6" METAL STUD WALL TO STRUCTURE 4" 16GA. STRUCTURAL STEEL JOISTS WELDED TO BOTTOM FLANGE OF (E) STEEL BEAMS - - 6" 20GA. SLOTTED SLIP TRACK 3 5/8" 20CA. METAL CEILING JOIST W/ g" GYP BD ACOUSTICAL CEILING TILES ON T -BAR GRID 6" 20GA. METAL STUD FRAMING @ 16" O.C. 5/8" GYP BD, BOTH SIDES MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT. #8 SMS TRACK TO STUD, EA. SIDE. MDF WALL BASE, PAINT TO MATCH WALL COLOR FINISH FLOOR PER PLAN 2OGA STL. TRACK 0.177 DIA. HILTI "DS" SHOT DRIVEN PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6" FROM PLATE END & @ 16 O.C. TYP.. MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT. # SMS TRACK TO STUD, EA. SIDE. 4" HIGH RUBBER BASE ON BOTH SIDES. -- FINISH FLOOR PER PLAN 3 -5/8" 20GA. METAL STUDS @ 16" O.C. 20GA STL. TRACK 0.177 DIA. HILTI "DS" SHOT DRIVEN PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6" FROM PLATE END & @ 16" O.C. TYP.. DETAIL SCALE: 1-1/2 -1 -0 5/8" GYP BD, BOTH SIDES B (N) 3 -5/8" METAL STUD WALL TO 6" METAL JOIST ,J A (N) 3 -5/8" METAL STUD WALL TO 6" METAL JOIST 3/4" FIRE TREATED PLYWD OVER 8" GYP BD 6" 200A. METAL JOISTS @ 16" O.C. W/ i" GYP BD 3 -5/8" 20GA. METAL STUDS @ 16" D.C. 5/8" GYP BD, BOTH SIDES FRP PER FINISH SCHED. MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT. . -- #8 SMS TRACK TO STUD, EA. SIDE. FINISH FLOOR PER PLAN 20GA STL. TRACK 0.177 DIA. HILTI "DS" SHOT DRIVEN PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6" FROM PLATE END & @ 16" O.C. TYP.. VINYL BASE, MIN. 6" IN HEIGHT AND MIN. g" RADIUS COVE AS AN INTEGRAL UNIT (E) METAL DECK (E) DEMISING WALL 5/8" TYPE X GYP BD 0/ - - -- FRAMING EA SIDE TO PROVIDE 1 -HR FIRE RATED CONSTRUCTION. (N) ACOUSTICAL CEILING TILES ON T -BAR GRID (N) i" FIRE TREATED PLYWD OVER I" GYP BD (N) 6" 20GA. METAL LEDGER (N) 6" 20CA. METAL JOISTS @ 16" O.C. W/ i GYP BD (N) i TYPE "X" GYP BD (N) FRP PER FINISH SCHED. (N) FINISH FLOOR PER PLAN VINYL BASE, MIN. 6" IN HEIGHT AND MIN. 8" RADIUS COVE AS AN INTEGRAL UNIT DETAIL SCALE: 1-1/2"=1-0" (E) DEMISING WALL 4 Bo 0 CV 3 -5/8" 20GA. SLOTTED SLIP TRACK EXPANSION JOINT, FIRE CAULK AS REQUIRED TO ACHIEVE 1HR RATING (E) DEMISING WALL (E) STRUCTURAL BRACING 3 -5/8" 20GA. METAL CEILING JOIST W/ 8" GYP BD 3 -5/8" 20GA. METAL STUD FURRING @ 16" O.C. " TYPE "X" GYP BD MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT #8 SMS TRACK TO STUD, EA. SIDE FINISH FLOOR PER PLAN 20GA STL. TRACK 0.177 DIA. HILTI "DS" SHOT DRIVEN PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6 FROM PLATE END & @ 16" O.C. TYP. DETAIL O , � SCALE: 1-1/2"=1-0" 064F2-,3 V- B (N) FURRING OVER (E) DEMISING WALL, COMPLIANT W/ U.L. #U465 (AT FINISHED CORRIDOR SIDE) EXISTING CONCRETE FLOOR DETAIL SCALE: 1- 1/2 " =l' -0" 4 FINISH FLOOR / EVEN \\ ! \ i " MALL TILE �- THIN SET -- EXISTING CONCRETE FLOOR " THICK -- TENANT TILE THIN SET ----- -- THIN SET 4 EXISTING d - - EXISTING CONCRETE CONCRETE FLOOR FLOOR DETAIL SCALE: 1-1/2"=V-0" FINISH FLOOR EVEN TRANSITI ❑N STRIP m f MALL TILE IN WALL BACKING NOTES DETAIL SCALE: 1-1/2"=V-0" i - STUD PER SCHEDULE g" TYPE "X" GYP BD UP TO UNDERSIDE OF ROOF SHEATHING ON TENANT'S SIDE. SHEET METAL BLOCKING 1. HEAVY LINE INDICATES EXTENT OF 18 (GA.) SHEET METAL BACKING SCREWED TO EVERY WALL STUD @ 12" O.C. EXTENDING FROM TOP OF SLAB TO STORE CEILING. 2. FITTING ROOM AREA: INSTALL METAL IN -WALL BACKING FOR ALL FITTING ROOM DIVIDERS, JAMBS, MIRRORS, HOOKS, BENCHES AND WALL BASE BEFORE INSTALLING GYP. BD. (TYPICAL FOR ALL FITTING ROOMS.) 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF INOWALL METAL BACKING FOR ALL WALL HUNG ITEMS IN STORE. 4. G.C. TO REVIEW ALL DRAWINGS IN THIS SET TO INSURE THAT ALL ITEMS HAVE ADEQUATE IN -WALL BLOCKING. a DETAIL SCALE: 1- 1/2 " =l' -0" O ( r m 1' -9" V.I.F. -I- i t- (E) MALL BULKHEAD TO REMAIN. LANDLORD TO PROVIDE STRIP LIGHTING ABOVE STOREFRONT 5/8" TYPE "X" GYP BD @ TENANT SIDE OF BULKHEAD. 415' -0" A.F.F. - 2" X 2" CONTINUOUS STEEL CHANNEL W/ BRUSHED STAINLESS STEEL CLADDING. - ROUTERED MDF IN CUSTOM PATTERN. i" THICK PLYWOOD BACKING. 3 -5/8" 2OGA. METAL STUD FRAMING W/ i GYP BD WHERE EXPOSED. LEASE LINE DETAIL � SCALE: 1-1/2"=I-0" ROUTERED MDF IN CUSTOM PATTERN. - 2" THICK PLYWOOD BACKING. 2" X 2" CONTINUOUS STEEL CHANNEL W/ BRUSHED STAINLESS STEEL CLADDING. 2" THICK BRUSHED STAINLESS STEEL TRIM. g" WATERPROOF GYP BD. 3" X 9" CERAMIC WALL TILE. LEASE LINE DETAIL SCALE: 1- 1/2 " =1' -0" DETAIL SCALE: 1 -1/2 =1 -0 ? ---- MDF WALL BASE, PAINT TO MATCH WALL COLOR BRACE PER SECTION - CUT FLANGE & BEND 45' - ATTACH FL. W/ (3) #8 S.M.S. - ALTERNATE BRACES PER SECTION - PROVIDE BRACE AT ALL WALL ENDS INCLUDING WALLS DISCONTINUOUS THROUGH WALL INTERSECTIONS 20GA. X 1" FL. CONT. TRACK W/ #8 S.M.S. EA. FL. EA. STUD 3 -5/8" 20GA. METAL CEILING JOISTS @ 16" O.C. W/ 8" GYP BD g" GYP BD, BOTH SIDES MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT. # SMS TRACK TO STUD, EA. SIDE. FINISH FLOOR PER PLAN 20GA STL. TRACK 0.177 DIA. HILTI "DS" SHOT DRIVEN PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6 FROM PLATE END & @ 16" 0.C. TYP.. CO C, � N N 2" THICK PLYWOOD BACKING. ROUTERED MDF IN CUSTOM PATTERN. 2 X 2 CONTINUOUS STEEL CHANNEL W/ BRUSHED STAINLESS STEEL CLADDING. 4" X 2" ALUMINUM STOREFRONT MULLIONS W/ BRUSHED STAINLESS STEEL CLADDING. 2" THICK CLEAR TEMPERED GLAZING. LEASE LINE C (N) 3 -5/8" METAL STUD WALL BRACED TO STRUCTURE JUN 12 2008 City O f �ukWila BUILDIN : DIVISION A (N) FURRING OVER (E) DEMISING WALL, COMPLIANT W/ U.L. #U465 (AT ADJACENT TENANT SIDE) C, --REVIEWED FOR ODE COMPLIANCE APp evesz 3 5/8" 20CA. SLOTTED SLIP TRACK 6 MIN. GYP BD CLEARANCE FOR RETURN AIR PLENUM WHERE ADJACENT TENANT SPACE OCCURS. (E) DEMISING WALL 3 -5/8" 2OGA. METAL CEILING JOIST W/ $" GYP BD - - - - - -- 3 -5/8" 20GA. METAL STUD FURRING @ 16" O.C. FINISH FLOOR PER PLAN G U 5/8" TYPE "X" GYP BD O MINIMUM 1.5x STUD DEPTH TO FIRST WEB PUNCH OUT. - - #8 SMS TRACK TO STUD, EA. SIDE r, 20GA STL. TRACK 0.177 DIA. HILTI "DS" SHOT DRIVEN" PINS, INSTALL PER & COMPLY W/ ICBO REPORT #2388. @ 6 FROM PLATE END & @ 16" O.C. TYP. robinson hill architecture, inc. A California Corporation 3195 -B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714 - 825 -8888 fax 714 - 825 -8889 web www.rhainc.net This document, and the ideas and designs incorporated here in, as an instrument of professional service, is the property of Robinson HIII Architecture, Inc. (rho), and is not lo be used in whole or in port, for any other project without the written authorisation of rho. This document is not to hr preproduced and /or modified in any way, nor :hall any reproduction of this document be modilied without the prior written consent of rho. Ihin document has been prepared to describe proposed new work and does not necessarily represent as built or exi!;tinq conditions. The Architect does not warrent, in any way, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existnq conditions. Project Name / Type 0 LL F- z w w 0 CC o_ Stamp us) O 2 0 w ca 9 96 TERED ECT Prr tit STA ILL E OF WASHINGTON Submittal Dates LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 1 LANDLORD /OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 Job Number: BRHA167.C1 Sheet Title: WALL SECTIONS & DETAILS Sheet No.: - CEIVED ... CITY R OF TUICWILA JUN 0 6 2008 PERMIT CENTER c Lu J 1- Q z w 0 CC L1.1 1 Z �0Q I UJ D Q E 0 J w co N F-- (E) STRUCTURAL STEEL BEAMS (E) STRUCTURAL STEEL BEAMS 6" 16 GA. PURUNS WELDED TO (E) STRUCTURAL STEEL BEAM AT 48" O.C. lf 1" 6" 16 GA. PURUNS WELDED TO (E) STRUCTURAL STEEL BEAM AT 48" O.C. 0 BRACING WIRE, TYP (TEST FOR 440 LBS) STEEL STRAP 1 "W x 2 "L x 12GA. MIN. TYP. W/ (1) z "o x 2" LONG LAG BOLT (MIN.) (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION (E) STRUCTURAL STEEL BEAM 6" 16 GA. PURLIN WELDED TO (E) STEEL BEAM AT 48" O.C. BRACE PER SECTION ATTACHED TO PURLIN W/ (3) #10 S.M.S. + BRACE PER SECTION ATTACED W/ (3) #10 S.M.S. 8' -0" V.I.F. 8' -0" V.I.F. 0 PARALLEL TO STRUCTURAL BEAMS N 3 -5/8" 18GA. METAL TRACK ATTACHED TO PURLIN W/ (2) #8 S.T.S. 3 -5/8" 20GA. METAL STUD FRAMING @ 16" O.C. (AT SOFFIT FRAMING) CONDITION WHERE FRAMING RUNS PARALLEL TO STRUCTURAL BEAMS (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION FRAMING CONNECTION DETAIL HILTI CLIP (r"W x 13GA) OR APPROVED EQUAL W/ (1) x 2" LONG LAG BOLT (MIN.) HANGER WIRE, TYP (TEST FOR 200 LBS) CONDITION WHERE FRAMING RUNS PERPENDICULAR TO STRUCTURAL BEAMS (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION 6" 18GA. SLOTTED SLIP TRACK ATTACHED TO PURLIN W/ (2) #8 S.T.S. 6" 20GA. METAL STUD FRAMING @ 16" O.C. (AT FULL HT. WALL) 0 METAL STUD FRAMING (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION bRACING WIRE, TYP(TEST FOR 440 LBS) STEEL STRAP 1 "W x 2 "L x 12GA. MIN. TYP. W/ (1) i"95 x 2" LONG LAG BOLT (MIN.) BRACE PER SECTION ATTACED TO BLOCKING W/ (3) #10 S.M.S. 0 4 -0" N 4 '_ p " PERPENDICULAR TO STRUCTURAL BEAMS 3 -5/8" 18GA. METAL TRACK ATTACHED TO BLOCKING W/ (2) #8 S.T.S. 3 -5/8" 20GA. METAL STUD FRAMING @ 16" 0.C. (AT SOFFIT FRAMING) METAL STUD FRAMING 3 -5/8" 16 GA. BLOCKING @ 48" O.C. ATTACHED TO PURLIN/ #8 S.T.S., WHERE REQUIRED, TYP. (E) STRUCTURAL STEEL BEAM, TYP. 6" 16 GA. PURLIN AT 48" O.C. WELDED TO (E) STEEL BEAM WHERE REQUIRED, TYP. 0 (E) STRUCTURAL STEEL BEAM (E) STRUCTURAL STEEL BEAM 6 16 GA. PURLIN WELDED TO (E) STEEL BEAM @ 48" O.C. 3 5/8" 16 GA. BLOCKING AT 48" O.C. ATTACHED TO PURLIN W/ #8 S.T.S. HILTI CLIP (4 "W x 13GA) OR APPROVED EQUAL W/ (1) "o x 2" LONG LAG BOLT (MIN.) HANGER WIRE, TYP (TEST FOR 200 LBS) SUSPENDED CEILING HANGER WIRE DETAIL (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION 6" 16 GA. PURLIN WELDED TO (E) STEEL BEAM @ 48" O.C. 3 5/8" 16 GA. BLOCKING AT 48" O.C. ATTACHED TO PURLIN W/ #8 S.T.S. 6" 18GA. SLOTTED SLIP TRACK ATTACHED TO BLOCKING W/ (2) #8 S.T.S. 6" 20GA. METAL STUD FRAMING @ 16" O.C. (AT FULL HT. WALL) Dogios FRAMING CONNECTION DETAIL SCALE: N.T.S. SCALE: N.T.S. 1. G.C. TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, AND NOTIFY THE ARCHITECT OF ANY DISCREPENCIES. 2. ASSUMED EXISTING IS SHOWN ON PLAN AND IN DETAILS. G.C. SHALL FIELD VERIFY EXISTING FRAMING AS ASSUMED, AND NOTIFY THE ARCHITECT IF ACTUAL CONDITIONS DO NOT ALLOW THE INSTALLATION OF THE NEW CONSTRUCTION AS DETAILED. REVIEWED FOR I CODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila BUILDIN _: DIVISION robinson hill architecture, inc. A California Corporation O 3195 —B Airport Loop Dr. O Costa Mesa, CA 92626 tel. 714 -825 -8888 O fax 714 -825 -8889 web www.rhainc.net 0 0 0 0 0 This document, and the ideas and designs incorporated here —in, as an instrument of professional service, is the O property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project o without the written authorization of rho. This document is not to br preproduced and/or modified in any way, nor • shall any reproduction of this document be modified without the prior written consent of rho. 0 This document has been prepared to describe proposed O new work and does not necessarily represent as —built or existing conditions. The Architect does not warrent, in any ° woy, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. 0 0 0 0 0 0 0 0 0 0 0 a 0 0 O 0 0 0 0 0 04 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 03 0 0 Submittal Dates O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 ° 0 0 0 0 0 0 0 Project Name / Type Stamp 93 8• EKED � ` �� T 'ATE OF 4;'- '',Sf�jNGTON LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 LANDLORD /OWNER REVISIONS 05.30.08 2 PLAN CHECK CORRECTIONS �� \ PLAN CHECK CORRECTIONS FIELD REVISIONS O Job Number: 8RHA167.C1 REC E1V CITY OF TUKWILA JUN 0 6 2nm PER MIT C�E� • Sheet Title: FRAMING CONNECTION DETAILS 0 0 0 O Sheet No.: 0 05.30.08 06.05.08 06.05.08 6-0'VJF. F -TVJF. 8'-O V1F. � 03 a -ri• I a0 02 (E) STRUCTURAL STEEL BEAMS (E) STRUCTURAL STEEL BEAMS 6" 16 GA. PURUNS WELDED TO (E) STRUCTURAL STEEL BEAM AT 48" O.C. lf 1" 6" 16 GA. PURUNS WELDED TO (E) STRUCTURAL STEEL BEAM AT 48" O.C. 0 BRACING WIRE, TYP (TEST FOR 440 LBS) STEEL STRAP 1 "W x 2 "L x 12GA. MIN. TYP. W/ (1) z "o x 2" LONG LAG BOLT (MIN.) (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION (E) STRUCTURAL STEEL BEAM 6" 16 GA. PURLIN WELDED TO (E) STEEL BEAM AT 48" O.C. BRACE PER SECTION ATTACHED TO PURLIN W/ (3) #10 S.M.S. + BRACE PER SECTION ATTACED W/ (3) #10 S.M.S. 8' -0" V.I.F. 8' -0" V.I.F. 0 PARALLEL TO STRUCTURAL BEAMS N 3 -5/8" 18GA. METAL TRACK ATTACHED TO PURLIN W/ (2) #8 S.T.S. 3 -5/8" 20GA. METAL STUD FRAMING @ 16" O.C. (AT SOFFIT FRAMING) CONDITION WHERE FRAMING RUNS PARALLEL TO STRUCTURAL BEAMS (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION FRAMING CONNECTION DETAIL HILTI CLIP (r"W x 13GA) OR APPROVED EQUAL W/ (1) x 2" LONG LAG BOLT (MIN.) HANGER WIRE, TYP (TEST FOR 200 LBS) CONDITION WHERE FRAMING RUNS PERPENDICULAR TO STRUCTURAL BEAMS (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION 6" 18GA. SLOTTED SLIP TRACK ATTACHED TO PURLIN W/ (2) #8 S.T.S. 6" 20GA. METAL STUD FRAMING @ 16" O.C. (AT FULL HT. WALL) 0 METAL STUD FRAMING (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION bRACING WIRE, TYP(TEST FOR 440 LBS) STEEL STRAP 1 "W x 2 "L x 12GA. MIN. TYP. W/ (1) i"95 x 2" LONG LAG BOLT (MIN.) BRACE PER SECTION ATTACED TO BLOCKING W/ (3) #10 S.M.S. 0 4 -0" N 4 '_ p " PERPENDICULAR TO STRUCTURAL BEAMS 3 -5/8" 18GA. METAL TRACK ATTACHED TO BLOCKING W/ (2) #8 S.T.S. 3 -5/8" 20GA. METAL STUD FRAMING @ 16" 0.C. (AT SOFFIT FRAMING) METAL STUD FRAMING 3 -5/8" 16 GA. BLOCKING @ 48" O.C. ATTACHED TO PURLIN/ #8 S.T.S., WHERE REQUIRED, TYP. (E) STRUCTURAL STEEL BEAM, TYP. 6" 16 GA. PURLIN AT 48" O.C. WELDED TO (E) STEEL BEAM WHERE REQUIRED, TYP. 0 (E) STRUCTURAL STEEL BEAM (E) STRUCTURAL STEEL BEAM 6 16 GA. PURLIN WELDED TO (E) STEEL BEAM @ 48" O.C. 3 5/8" 16 GA. BLOCKING AT 48" O.C. ATTACHED TO PURLIN W/ #8 S.T.S. HILTI CLIP (4 "W x 13GA) OR APPROVED EQUAL W/ (1) "o x 2" LONG LAG BOLT (MIN.) HANGER WIRE, TYP (TEST FOR 200 LBS) SUSPENDED CEILING HANGER WIRE DETAIL (E) CONCRETE FILLED METAL DECK OVER ROOF INSULATION 6" 16 GA. PURLIN WELDED TO (E) STEEL BEAM @ 48" O.C. 3 5/8" 16 GA. BLOCKING AT 48" O.C. ATTACHED TO PURLIN W/ #8 S.T.S. 6" 18GA. SLOTTED SLIP TRACK ATTACHED TO BLOCKING W/ (2) #8 S.T.S. 6" 20GA. METAL STUD FRAMING @ 16" O.C. (AT FULL HT. WALL) Dogios FRAMING CONNECTION DETAIL SCALE: N.T.S. SCALE: N.T.S. 1. G.C. TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, AND NOTIFY THE ARCHITECT OF ANY DISCREPENCIES. 2. ASSUMED EXISTING IS SHOWN ON PLAN AND IN DETAILS. G.C. SHALL FIELD VERIFY EXISTING FRAMING AS ASSUMED, AND NOTIFY THE ARCHITECT IF ACTUAL CONDITIONS DO NOT ALLOW THE INSTALLATION OF THE NEW CONSTRUCTION AS DETAILED. REVIEWED FOR I CODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila BUILDIN _: DIVISION robinson hill architecture, inc. A California Corporation O 3195 —B Airport Loop Dr. O Costa Mesa, CA 92626 tel. 714 -825 -8888 O fax 714 -825 -8889 web www.rhainc.net 0 0 0 0 0 This document, and the ideas and designs incorporated here —in, as an instrument of professional service, is the O property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project o without the written authorization of rho. This document is not to br preproduced and/or modified in any way, nor • shall any reproduction of this document be modified without the prior written consent of rho. 0 This document has been prepared to describe proposed O new work and does not necessarily represent as —built or existing conditions. The Architect does not warrent, in any ° woy, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. 0 0 0 0 0 0 0 0 0 0 0 a 0 0 O 0 0 0 0 0 04 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 03 0 0 Submittal Dates O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 ° 0 0 0 0 0 0 0 Project Name / Type Stamp 93 8• EKED � ` �� T 'ATE OF 4;'- '',Sf�jNGTON LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 LANDLORD /OWNER REVISIONS 05.30.08 2 PLAN CHECK CORRECTIONS �� \ PLAN CHECK CORRECTIONS FIELD REVISIONS O Job Number: 8RHA167.C1 REC E1V CITY OF TUKWILA JUN 0 6 2nm PER MIT C�E� • Sheet Title: FRAMING CONNECTION DETAILS 0 0 0 O Sheet No.: 0 05.30.08 06.05.08 06.05.08 • 0 NOTE: LIGHT FIXTURES OR DIFFUSERS INEXCESS OF 56 LBS. REQUIRE (4) 12 GA. HANGER WIRES. HEAVY -DUTY GRID FOR TOP CONNECTION SPECIAL NOTE: CONTRACTOR SHALL PROVIDE BUDGET ALLOWANCE TO UPGRADE ALL EXISTING SUSPENDED CEILING ASSEMBLY TO INCLUDE CODE COMPLIANT SEISMIC BRACING, INCLUDING SPLAY WIRES AND COMPRESSION STRUTS THROUGHOUT. AIR DIFFUSER W/ (2) 12 GA. HANGER WIRES © ALTERNATE CORNERS TO THE STRUCTURE ABOVE LIGHT FIXTURE WITH (2) 12 GA. HANGER WIRES © ALTERNATE CORNERS TO THE STRUCTURE ABOVE. ALSO PROVIDE 4 ATTACHMENTS PER FIXTURE TO GRID SYSTEM ( #6 SMS, MIN.) FIXTURE BRACING DETAIL • TYP. CEILING DETAIL SCALE: N.T.S. PERIMETER STARTER WALLS 4 EACH, 12 GA. SPLAY WIRES © 12' -0" OC MAX EA. WAY & 6' -O" MAX FROM WALLS. WITH COMPRESSION STRUT REFER TO: FOR FIXTURE SUPPORT REFER TO: "V" STRUT, REFER TO: OPPOSITE FREE WALLS SCALE: N.T.S. 07 03 0 FACE OF WALL HANGER WIRE, MIN. (3) TURNS IN 1 -2" SLOTTED ANGLE "V" STRUT SPACER W/ 6d RING SHANK NAIL THRU SLOTS © RUNNER MAIN RUNNER LAY -IN ACOUSTICAL PANEL 2" 18GA. WALL ANGLE SECURE TO WALL W/ #8 SMS 8" MAX. OR 4 OF THE LENGTH OF THE END RUNNER WHICH EVER IS LESS NOTES: 1. ALL WIRE TO BE SADDLE TIED REFER TO: 2. FOR HANGER WIRE ATTACHMENT TO STRUCT., REF 3. FREE WALL DEATIL SHOWN ABOVE W/ "V" STRUT 4. STARTER WALL IS SIMILAR TO ABOVE WITHOUT "V" STRUT. ATTACH MAIN RUNNER TO WALL ANGLE W/ (1) SMS © 48" O.C. CEILING PERIMETER @ WALL DETAIL SCALE: N.T.S. 06 NOT USED SCALE: N.T.S. 05 COMPRESSION STRUT DETAIL SPLAY WIRE BRACING FOR LAY -IN CEILING DETAIL NOT USED SCALE: N.T.S. SCALE: N.T.S. 0 METAL STUD STRUT EMT STRUT (E) MALL STEEL WIDE FLANGE BEAMS TO REMAIN EXTEND THE METAL "STUD" 8" MIN. PAST BOTTOM OF BRIDGE. FASTEN TO FACE OF BEAM AS REQUIRED. "BOX" SECTION METAL STUD COMPRESSION STRUT (E) MALL STEEL WIDE FLANGE BEAMS TO REMAIN CRIMP TOP OF TUBING FLAT ATTACH AS REQUIRED. COMPRESSION STRUT, SEE SECURE SPLICE SECTIONS TOGETHER W/ (2) #8 SMS CRIMP BOTTOM FLAT & ATTACH TO MAIN RUNNER W/ 4 "0 MACHINE BOLT 04 ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS, AND NOT FROM DECK ABOVE. COMPRESSION STRUT (SIZED AS NOTED ON THIS DETAIL) LATERAL FORCE BRACING 4 EACH #12 GA WIRE SECURED TO MAIN RUNNER W /IN 2" OR CROSS TEE INTERSECTION AND SPLAYED 90 DEG. FROM BOTH DIRECTIONS W/ FIRST POINT W /IN 6' FROM STARTING CORNER (2) 1" MACHINE B 15n 16 15n 16 #12 GA VERTICAL HANGER WIRE © 4' -O" O.C. F= AIpCIW WHERE Cp =0.3 Wp= TRIBUTARY AREA x WEIGHT OF CEILING ( #4 MIN.) F=ZIpCpW MAIN RUNNER CROSS RUNNER PO8 COMPRESSION POST TABLE FOR TUBING & METAL STUD USE 2" DIA. EMT FOR MAXIMUM LENGTH 2' -6" USE 4" DIA. EMT FOR MAXIMUM LENGTH 4' -O "' USE 1" DIA. EMT FOR MAXIMUM LENGTH 5' -6" USE 1 i" DIA. EMT FOR MAXIMUM LENGTH 8' -6" FOR LENGTHS GREATER THAN 8'-6" AND A MAXIMUM OF 18' -0" USE BUILT UP "BOX" SECTION METAL STUD COMPRESSION STRUT CONSISTING OF: 6" x 2 Z" x 18 GA. STUD 6" x 1 " x 18 GA. TRACK LAP FLANGES TOGETHER AND FASTEN WITH #8 SMS AT 24" 0.0. CONTINUOUS ALONG EACH SIDE OF SECTION NOTE: COMPRESSION STRUTS TO ALIGN VERTICALLY ALIGN W/ ROOF BEAMS ABOVE. THIS MAY REDUCE THE SPACING OF COMPRESSION STRUTS 8' -0" O.C., BUT AT NO TIME SHALL THEY EXCEED THE 12' -0" SPACING IN EACH DIRECTION. SPLAY BRACING NOTE: SMS EA. SIDE, TYP. CROSS - FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE TYING WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF NO. 18 US. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. RUNNERS AND FURRING; THE MAIN RUNNER AND CROSS- FURRING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 47-A CBC, EXCEPT THAT OTHER SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THAT TABLE. 02 1. 12 GA. (MIN.) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4' -0" GRID SPACING ALONG MAIN RUNNERS. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES UNLESS SPECIFICALLY APPROVED BY BUILDING OFFICIAL. 2. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. 3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER - SLOPING WIRES. 4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST z INCH FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNER SHOULD BE FREE AND A MINIMUM OF INCH CLEAR OF WALL. 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED. 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AND COMPRESSION STRUT AT NO MORE THAN 12'-0" x 12' -0" ON CENTER. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 6' -0" FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED WITHOUT APPROVAL OF THE BUILDING OFFICIAL. 7. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1--2" HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WTIH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-i" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. 8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING i" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO THE BUILDING OFFICIAL. HVAC DUCTWORK, ELECTRICAL DISTRIBUTION, TELEPHONE SERVICES, COMPUTER CABLE DISTRIBUTION, AND OTHER SERVICES NORMALLY FOUND IN A CEILING SPACE, SHALL BE INDEPENDENTLY SUPPORTED AND APPROPRIATELY BRACED TO ELIMINATE ANY LATERAL FORCE ON THE CEILING MEMBRANE OR BRACING ELEMENTS. 9. WHEN DRILL --IN CONCRETE ANCHORS OR SHOT -IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES. 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED -IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE HELD TESTED FOR 440 POUNDS OF TENSION. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT -IN OR DRILLED --IN ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BE TESTED. DRILLED -IN OR SHOT -IN ANCHORS MUST BE TESTED. DRILLED -IN OR SHOT -IN ANCHORS REQUIRE SPECIAL APPROVAL WHEN USED IN PRESTRESSED CONCRETE. 10. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. ALL RECESSED LIGHTING FIXTURES HAVING A NOMINAL END DIMENSION OF 24" OR GREATER, SHALL BE POSITIVELY ATTACHED TO THE CEILING GRID RUNNER(S) AT THE END OF THE FIXTURE WITH TWO #8 SELF TAPPING TEK SCREWS, EACH SCREW SHALL BE LOCATED WITHIN 3" OF THE SIDE OF THE FIXTURE AND ATTACHED THROUGH THE BULB OF THE CEILING GRID RUNNERS(S). LIGHT FIXTURES HAVING LESS THAN A NOMINAL 24" END DIMENSION SHALL BE ATTACHED WITH ONE #8 SELF TAPPING TEK SCREW AT THE CENTER OF EACH END OF THE FIXTURE, ATTACHED TO THE BULB OF THE CEILING GRID RUNNER(S). ALL ATTACHMENTS SHALL BE CAPABLE OF LATERALLY SUPPORTING THE WEIGHT OF THE FIXTURE. ALL FIXTURES REGARDLESS OF WEIGHT OR SIZE SHALL HAVE INTERLOCKING CEILING GRID RUNNER(S) ON ALL 4 SIDES OF THE FIXTURE. 11. CEILING- MOUNTED AIR TERMINALS OR SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS WITH THE SAME CARRYING CAPACITY AS THE MAIN RUNNER. AIR TERMINALS WITH A NOMINAL DIMENSION OF 24" OR LESS SHALL BE POSITIVELY ATTACHED TO THE CEILING GRID RUNNER(S) ON AT LEAST TWO OPPOSING SIDES WITH ONE #8 SELF TAPPING TEK SCREW ON EACH SIDE. EACH SCREW SHALL BE LOCATED IN THE CENTER OF THE AIR TERMINAL AND SHALL BE ATTACHED THROUGH THE BULB OF THE CEILING GRID RUNNER(S). AIR TERMINALS IN EXCESS OF 24" IN LENGTH SHALL BE ATTACHED WITH TWO #8 SELF TAPPING TEK SCREWS ON EACH END OF DIFFUSER ATTACHED TO THE BULB OF THE CEILING GRID RUNNER(S). ALL ATTACHMENTS SHALL BE CAPABLE OF LATERALLY SUPPORTING THE WEIGHT OR SIZE SHALL HAVE INTERLOCKING CEILING GRID RUNNER(S) ON ALL 4 SIDES OF THE AIR TERMINAL. 12. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTCHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4' -0" x 4' -0" LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. 13. ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE. 14. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8' -0" OR LONGER. 15. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID. 16. CLASSIFICATION OF CEILING GRID IS HEAVY DUTY. COMPONENTS SHALL COMPLY WITH THE FOLLOWING SCHEDULE: MANUFACTURER MAIN RUNNER CROSS RUNNER ARMSTRONG 7600 (OR ARCHITECT APPROVED EQUAL) XL7600 SERIES FOOTNOTES: (1) FOR 2 x 2 GRID USE 7328 17. ANCHORS FOR WALL ANGLES: A. AT METAL STUD WALL: 1 -8" TYPE "S" BUGLE HEAD DRYWALL SCREW AT 16" O.C. B. AT MASONRY WALL: 4" DIA. x 1 -2" LONG TAPCON ANCHOR SCREW © 16" O.C. ICOO NO. 3370. -EWEp FOR CODE COMPLIANCE APPROVED JUN 1.2 NOB Cit Of T ukwiia ON SUSPENDED CEILING NOTES SCALE: N.T.S. 01 lk 11 0 0 1)• robinson hill architecture, inc. A California Corporation 3195 -B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714- 825 -8888 fax 714 - 825 - 8889 web www.rhainc.net This document, and the ideas and designs incorporated here —in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project without the written authorization of rho. This document is not to br preproduced and /or modified in any way, nor shall any reproduction of this document be modified without the prior written consent of rho. This document has been prepared to describe proposed new work and does not necessarily represent as —built or existing conditions. The Architect does not worrent, in any way, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. Project Name / Type Stamp Submittal Dates LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 / I \ LANDLORD /OWNER REVISIONS 05.30.08 /2\ PLAN CHECK CORRECTIONS 05.30.08 A\ PLAN CHECK CORRECTIONS 06.05.08 + FIELD REVISIONS 06.05.08 Job Number: 8RHA167.C1 Sheet Title: TYPICAL CEILING DETAILS Sheet No.: RECEIVED CITY OF TUKWILf JUN PERMIT CENTER A4.0 cc W z < W 0 cc w 00 1— 1— z ao 0 u,I O) U) U I —0 i I..L.I co cv DETAIL SCALE: N.T.S. FINISH FLOOR EVEN THRESHOLD THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGUALTIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION FIGURE 11B-32----THRESHOLDS 1/2' MAX, AT 1D2 SLOPE NOTES: 1. THE MAXIMUM EFFORT TO OPPERATE DOORS MUST NOT EXCEED 8.5 LBS. FOR INTERIOR DOORS, 5 LBS. FOR INTERIOR FIRE DOORS SHALL BE MAXIMUM 15 LBS. 2. ALL REQUIRED EXIT DOORS SHALL BE A MINIMUM OF 3' -0" WIDE AND 5'-8" HIGH AND CAPABLE OF OPENING A MINIMUM OF 90' TO THE CLOSED POSITION AND HAVE A MINIMUM CLEAR OPENING OF 32 ". DETAIL F SCALE: N.T.S. E E 0 v DOOR CLOSER X DETAIL 09 SCALE: N.T.S. E E to co r7 HEIGHT OF LETTERING 5/6" MIN. TO 2" MAX. DETAIL t o SCALE: N.T.S. J STOREFRONT 163. MEN UPPERCAS( =" CHARACTORS CsL, WOMEN WALL MOUNTED SIGNATURE TO BE LOCATE ON LATCH SIDE OF DOOR CLEAR OF DOOR- SWING. MOUNT AT 50" TO CENTERLINE OF SIGN FROM FLOOR. t� UNISEX LETT RING • ISED 1/32" TEMPERED GLASS INTERNATIONAL SYMBOL OF ACCESSIBILITY 30' TO 44' WHERE VISION LIGHTS ARE PROVIDED, AT LEAST ONE PANEL SHOULD EXTEND TO WITHIN 43" OF FLOOR DOOR HARDWARE LOCATED BETWEEN 30" AND 44" ABOVE FLOOR DOOR MOUNTED SIGNAGE (TYP.) NOTE: PICTOGRAMS AND /OR LETTERING ARE NOT REQUIRED ON DOOR- MOUNTED SIGNAGE. BOTTOM 10" (255 mm) OF DOOR SURFACE SHOULD BE SMOOTH ZESTROONs i r r' CORRESPONDING GRADE II BRAILLE DOOR-MOUNTED SIGNATURE GO' IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES DETAIL o6 SCALE: N.T.S. 1 -1/4" TO 1 -1/2" NOMINAL DIAMETER WALL 1 SECTION THROUGH TYPICAL GRAB BAR DETAIL SCALE: N.T.S. FRONT APPROACH LATCH APPROACH 12" (305 mm) MIN. WITH BOTH CLOSER AND LATCH RUBBER BUMPER ON CHAIR FRONT APPROACH 18" (445 mml MIN. 24" (610 mm) MIN. DETAIL O4 SCALE: N.T.S. DETAIL o3 SCALE: N.T.S. z E E N to 0 24" (610 mm) MIN. LATCH APPROACH TYPICAL SECTION A -A 10' MIN, BOTTOM RAIL HINGE APPROACH HINGE APPROACH 54" (1370 mm) MIN. fi m E ' E � a LO 2 co o - N pp O HINGE APPROACH 01 02 03 04 05 06 (N) PATCH FITTING, BRUSHED STAINLESS STEEL FINISH. (N) 1 -1/4" X 148" ADA COMPLIANT DOOR HANDLES. (N) 10" HIGH DOOR RAIL, BRUSHED STAINLESS STEEL FINISH. (N) ADA COMPLIANT LEVER HANDLE, BRUSHED STAINLESS STEEL FINISH. (N) SURFACE MOUNTED DOOR CLOSER, BRUSHED STAINLESS STEEL FINISH. (N) 10" HIGH KICK PLATE IN BRUSHED STAINLESS STEEL FINISH. 07 (N) PANIC HARDWARE, BRUSHED STAINLESS STEEL FINISH. KEYNOTES 1. ALL EXIT ACCESS DOORS SHALL HAVE PANIC HARDWARE AND LEVER HARDWARE WHICH RETRACTS BOTH LOCKS IN A SINGLE OPERATION. 2. IF EXIT ACCESS DOOR HAS TWO LEAFS, ONLY AUTOMATIC FLUSH BOLT WILL BE PERMITTED. LEAF CONTAINING FLUSH BOLT SHALL NOT HAVE HARDWARE UNLESS IT IS THE MAIN ENTRANCE DOOR AND REMAINS OPEN DURING BUSINESS HOURS. 3. THE SPACE BETWEEN TWO CONSECTUIVE DOOR OPENINGS IN A VESTIBULE SHALL PROVIDE A MINIMUM OF 48" PLUS THE DOOR WIDTH WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 5. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32 ". 6. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 7. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 8. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. DOORS RECESSED 8" OR MOOR REQUIRE THIS CLEARANCE WITHIN THE RECESSED AREA ADJACENT TO THE DOOR. 9. PROVIDE A CLEAR SPACE OF 12" PAST THE STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPED WITH BOTH LATCH AND CLOSER. 10. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. 11. THE MAXIMUM EFFORT TO OPERATE EXTERIOR OR INTERIOR DOORS WITH CLOSERS SHALL NOT EXCEED FIVE POUNDS. '12. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED TO A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 13. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 14. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUALATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER. 15. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. 16. GEOMETRIC SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. 17. CORRIDOR DOOR(S) TO BE 20 MINUTES RATED WITH AUTOMATIC CLOSER. 18. ALL DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. 19. EXIT DOORS SHALL NOT HAVE DEAD BOLT LOCKS. 20. THE CONTRACTOR SHALL PROVIDE SUBMITTALS OF ALL FINISHES AND HARDWARE DESCRIBED IN THE SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO PURCHASING. THE CONTRACTOR SHALL SCHEDULE A SITE MEETING WITH THE ARCHITECT TO REVIEW LOCATIONS OF ALL FINISHES PRIOR TO INSTALLATION. 21. ALL INTERIOR FINISHES SHALL BE CLASS I FLAME SPREAD RATING OF 0 -25 W/ SMOKE DENSITY NO GREATER THAN 450. 22. VERIFY ALL DOOR DIMENSION SIZES. INFORM ARCHITECT OF ANY DISCREPANCIES. DOOR NOTES DETAIL O2 SCALE: N.T.S. DOOR HARDWARE 90' 4" MAXIMUM PROJECTION INTO CLEAR WIDTH E E DO co (N) GLASS DOUBLE DOORS 0 H- o w rr o w 32" (815 mm) MIN. CLEAR MATERIAL SPECIFICATION 24" GRAB BAR 36" GRAB BAR 42" GRAB BAR SURFACE MOUNTED TOILET TISSUE DISPENSER SURFACE MOUNTED TOILET SEAT COVER DISPENSER SURFACE MOUNTED SOAP DISPENSER SURFACE MOUNTED PAPER TOWEL DISPENSER MIRROR Q (N) SOLID CORE WOOD DOOR BY MILLWORKER BRADLEY, SA70- 24" BRADLEY, SA70- 36" BRADLEY, SA70- 42" BRADLEY, 505 BRADLEY, 5831 BRADLEY, 6583 BRADLEY, 250 -15 BRADLEY, 780 -1830 DOOR NUMBER n 0 TYPE D -2 C -1 V -1 B -1 S -1 S -2 S -3 P -1 P -2 P -3 P--4 P -5 P -6 T -1 T-2 G -1 F -1 M -1 M -2 M -3 M -4 M DOOR TYPE MATERIAL HINGE PASSAGE CLOSER KICKPLATE FLOORSTOP (N) SOLID CORE WOOD DOOR BY MILLWORKER SIZE WIDTH HEIGHT 3' -0" 3' -0" 2' -6" 2' -6" 2' -6" 3' -0" 7' -0" 3' -0" 7' -0" 3' -0" 7' -0" 10' - 0" 4 -6" 4' -6" 4' -6" 4'--6" HARDWARE PATCH FITTINGS 1-1/4" X 48" DOOR HANDLES 10" HIGH DOOR RAILS FLOOR PIVOTS CONCEALED DOOR CLOSERS (MILLWORK FINISH TBD) (MILLWORK FINISH TBD) (MILLWORK FINISH TBD) N THICKNESS 1/2" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" HEAD AND JAMB TYPE BUTT JOINT CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD CUSTOM WOOD TIMELY, WHITE TIMELY, WHITE HOLLOW METAL ANNODIZED METAL SILVER SIGNAGE, PART 1. ANNODIZED METAL YELLOW /GREEN SIGNAGE, PART 2. MATERIAL TEMPERED GLASS WOOD WOOD WOOD WOOD S.C. WOOD PAINTGRADE S.C. WOOD PAINTGRADE HOLLOW METAL MANUFACTURER CRL #PH2OBBS CRL #48LPBS CRL #DR10SBS12 CRL #8010ADJ CRL # PBB #3881 4X4, US26D FINISH SCHLAGE #AL50 SATURN, 626 FINISH NORTON #8501, 689 FINISH HAGER #1905 10" X 34 ", US32D FINISH HAGER #241F, US26D FINISH Cl) (N) S.C.WOOD DOOR TYPE D -1 E DESCRIPTION /MANUFACTURER (G.C. TO OBTAIN APPROVALS FOR ALL INTERIOR FINISHES W/ TENANT PRI SCOFIELD - SEMI TRANSPARENT STAIN SEALER, COLOR: SPR W/ TERRA COTTA CLAY. ARMSTRONG - SEAMLESS SHEET VINYL W/ 6" HIGH INTEGRAL COVE BASE, COLOR: TBD. BURKMERCER - 6" HIGH RUBBER COVE WALL BASE. COLOR: 701 BLACK. SEAMLESS FINISHED METAL CLADDING, PROVIDE MINIMAL RADIUS EDGES AT OUTER CORNERS, COLOR: BRUSHED ST RALPH LAUREN PAINTS - SEMI GLOSS LATEX PAINT, COLOR: WW25 STUCCO WHITE. RALPH LAUREN PAINTS - FLAT FINISH LATEX PAINT, COLOR: WW25 STUCCO WHITE. RALPH LAUREN PAINTS - EGGSHELL FINISH LATEX PAINT, COLOR: NA38 MACAW. RALPH LAUREN PAINTS - FLAT FINISH LATEX PAINT, COLOR: GH60 DEEP GREEN. DOOR FINISH CLEAR STAINED PER TENANT'S MILLWORKER STAINED PER TENANT'S MILLWORKER STAINED PER TENANT'S MILLWORKER PAINTED PAINTED PAINTED RALPH LAUREN PAINTS - EGGSHELL FINISH LATEX PAINT, COLOR: GH60 DEEP GREEN. RALPH LAUREN PAINTS - EGGSHELL FINISH LATEX PAINT, COLOR: IB77 AGED MINT. HEATH CERAMICS -- 3" X 9" CERAMIC WALL TILE, COLOR: M33, (TECO GREEN) M82, (OLIVE #1). (TO BE PROVIDED BY CLIENT AND INSTALLED BY GENERAL CONTRACTOR.) ANN SACKS - 12" X 12" SOLID SURFACE FLOOR TILE, COLOR: AS8805 -01, TOPO AZUL. CUSTOM BUILDING PRODUCTS - POLYBLEND GROUT AT JOINTS AT WALL TILE, SIZE OF JOINTS TBD. COLOR: TBD. (TO BE PROVIDED BY CLIENT AND INSTALLED BY GENERAL CONTRACTOR.) MARLITE - FIBER REINFORCED POLYESTER PANEL IN SMOOTH SURFACE, COLOR: S100G WHITE. INTERLAM, INC. - ROUTERED MDF, CUSTOM PATTERN #SOT002, COLOR: UNFINISHED. STAINED PER TENANT'S MILLWORKER HINGE PASSAGE CLOSER KICKPLATE FLOORSTOP CLOSER KICKPLATE FLOORSTOP (N) 1 -HOUR W/ P HARDWARE TYPE A D -1 D -2 E HARDWARE HINGE PANIC HARDWARE DOOR HARDWARE SCHEDULE FINISH SCHEDULE DETAIL SCALE: 1-1/2"=1'-0" METAL HEADER GYP. BD. SEE SCHEDULE FOR SIZE AND TYPE DOOR ANCHOR HOLLOW METAL FRAME DOOR - SEE SCHEDULE LETTER ON SIGNS ARE RAISED 1/32 ", SANS SERIF UPPERCASE CHARACTER AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS ARE BETWEEN 5/8" AND 2" HIGH. BRAILLE DOTS ARE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMNS OF DOTS IN THE SECOND CELL. BRAILLE DOTS ARE RAISED A MINIMUM. OF 1/40" ABOVE THE BACKGROUND. CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE OR OTHER NON -GLARE FINISH. CHARACTERS CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND). LETTERS ON SIGNS HAVE A WIDTH RATIO BETWEEN 3: 5 AND 1: 1 AND A STROKE WIDTH -TO- HEIGHT RATIO BETWEEN 1: 5 AND 1: 10. DETAIL SCALE: N.T.S. MOUNT SIGN 0 60" A.F.F. TO C OF SIGN LOCATED ON LATCH SIDE OF THE DOOR ALLOWING A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT PROTRUDING OBJECTS. 6 60" A.F.F. 01 02 03 6' -0" i a zir 04 2 ' -6 " i rn 04 3' -O" 05 04 06 12 3 r -0 " 05 07 06 f L 3' -0" 0 FIRE RATED H.M. DOOR ANIC HARDWARE REMARKS 1 PAIR, HERCULITE LOW IRON 0 r, 0 0 n U 0 0 0 U 00 DOOR TYPES r, CUSTOM, HARDWARE BY TENANT'S MILLWORKER v CUSTOM, HARDWARE BY TENANT'S MILLWORKER CUSTOM, HARDWARE BY TENANT'S MILLWORKER CUSTOM, HARDWARE BY TENANT'S MILLWORKER U TENANT NAME & ADDRESS # TO BE APPLIED PER LL CRITERIA ON OUTSIDE OF REAR DOOR DOOR SCHEDULE MANUFACTURER PBB #BB81 4X4, US26D FINISH SCHLAGE #AL40 SATURN, 626 FINISH NORTON #8501, 689 FINISH HAGER #190S 10" X 34 ", US32D FINISH HAGER #241F, US26D FINISH PBB #BB81 4X4, US26D FINISH VON DUPRIN #98/9927 NORTON #8501, 689 FINISH HAGER #1905 10" X 34 ", US32D FINISH HAGER #241F, US26D FINISH OR TO PURCHASING) INLESS STEEL. REVIEWED FOR CODE COMPLIANCE BUILDIN DIVISION c, Cl 0 n <, rohinson hill architecture, inc. A California Corporation 3195 -B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714- 825 -8888 fax 714-825-8889 web www.rhainc.net Ihir. document, and the ideas and designs incorporated here - in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other protect without the written uuthniizutiun of rho. This duwment is not to br preproduced end /or modified in any way, nor shall any reproduction at this document be modified without the prior written consent of rho. this document has been prepared to describe proposed new work and does not necessarily represent as built or existing conditions The Architect does not warrent, in any way, the accuracy of this information and shall not be responsible for any discrepancy between this document and the existing conditions. Project Name / Type Stamp iu , INFANT! ► I 1 • ERED EQT i - r L ATE OF WASHINGTON Submittal Dates Job Number: 8RHA167.C1 Sheet No.: A5.0 LIJ - Z w = w 0 1 LIJ U) C I w D LI 0 J W 0 N I- LANDLORD DESIGN SUBMITTAL 04.14.08 LANDLORD FINAL SUBMITTAL 05.12.08 PLAN CHECK SUBMITTAL 05.12.08 1 LANDLORD /OWNER REVISIONS 05.30.08 PLAN CHECK CORRECTIONS 05.30.08 RECEIVED - CITVOFTLIKWILA JUN 0 6 2008 PERMIT CENTER Sheet Title: DOOR & FINISH SCHEDULE HANDICAP ACCESSIBLITY DETAILS CONDITIONS: DB WS %RH t5R/LB. WINTER° OUTDOOR (OA): 85 64 — — 25 ROOM (RM)= - 15 -- „_ — 10 DIFFERENCE: 10 -- -- -- 45 AREA X TEMP. DIFF. x FACTOR = HEAT GAIN (HEAT LOSS) BTU / HR AREA TEMP. RIFF. FACTOR HEAT GAIN BTU / HR. MEAT LOSS BTU / HR SOLAR GLASS: -- -,.... — GLASS: EXTERIOR CONDUCTION WALL: — -..- WALL: -- — — — GLASS: --- _.- --- --- ROOF: 2,512 65 0.08 13,062 4 1,043 INTERIOR CONDUCTION PARTITION: CEILING,: FLOOR: _ INTERNAL SENSIBLE: PEOPLE: 45 PEOPLE X 250 11 ,250 POWER: -- HP X 2545 / .8 LIGHTS: 11,000 WATTS X 3.41 51,510 RECEPT: 759 1NATT5 X 5.41 2551.5 . APPLIANCES: WATTS X 3.41 ADDITIONAL: WATTS X 9.41 SUB- TOTAL: 51,51/.5 5% SAFETY FACTOR: 2,566 ROOM SENSIBLE HEAT (R5H): 53,883 INTERNAL LATENT: PEOPLE: 45 X 250 11 ,250 ADDITIONAL GAINS: SUB- TOTAL: 11 ,250 5% SAFETY FACTOR: 565 ROOM LATENT HEAT (RLH): 11,813 OUTSIDE AIR HEAT: SENSIBLE: --- GFM X 1.1 -- -- — LATENT: -- GFM X 4.45 -- -- CFM = 65,6 = 5,0O0 CFM TOTALS: PROVIDED= 3,000 CFM 65,656 4r043 1.05 x 20 ° (E)I0" EAD ABOVE CEILING HVAC PLAN SCALE 1/4' I -0" 0 0 R —I3 BATT INSULATION IN ALL DEMISING WALLS 0 0 ��_ I ram ii// //// /�grormm /mmammmarA r� �l� ABOVE CEILING T HEj'I 20 "XIS' our T TTf77T77/ /117711 /1 LLt LZ� "4713 i2►o403 J i�"41: HC DRESSING RI1 M4 M P R� �• ► i� is 6 [1 A LS S R i • 'i • ► ° • s 'i d • I t . 4. ►* r,A - I ////////// // / /t / / / / / / / / // /��'v'/.//M'/#I�� M/�/. .� .,d.F. � #. .f/ `.,/'/ i 4 WArA // ///// MM / AINIMPAPATAINIII .� • : :� 4 • 3 itii r4 I 4433 AFAVAPT r�iM .Ar.mr or. 5 General Notes I. FIELD VERIFY SIZE AND CONDITION OF EXISTING CONFECTION ENGINEER EXHAUST SUPPLY AIR IF DUCTS ARE CAPABLE NOTIFY OF PROVIDING AIRFLOW NOTED. R —IQ BATT INSULATION BELOW STRUCTU LOAD CA LC U LATI O N A A — J I /— R-13 BATT INSULATION IN ALL DEMISING WALLS THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPI ENT, TRANSPORTATION, AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PADS, AND CHANGES OF ELEVATIONS OF DUCTWORK, PIPING, AND OTHER EQUIPMENT. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS, PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS AND ALL RECTANGULAR DUCT WORK SHALL BE OF GALVANIZED STEEL. FIBERGLASS DUCT BOARD OR OTHER NONMETALIC MATERIAL IS NOT ACCEPTED. TRANSVERSE JOINT IN SUPPLY DUCTS AND PLENUMS TO BE SEALED WITH APPROVED MASTIC OR TAPE. ACCURATE A5 -BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS OTHERWISE NOTED. ALL LINED DUCT DIMENSIONS ARE NET CLEAR DIMENSION AFTER LINING HAS BEEN INSTALLED. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE INSULATED WITH A MINIMUM OF I" THICK, 5/4 LBS. DENSITY, FOIL FACED INSULATION. ALL INSULATION SHALL COMPLY WITH SECTION 124, TABLE OF THE 2005 ENERGY EFFICIENCY STANDARDS. ALL HEATING COOLING EQUIPMENT SHALL BE CERTIFIED PER SECTION 112 OF 11-IE 2005 ENERGY EFFICIENCY STANDARDS. THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55 ° F. AND SHALL BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 10 °F. BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. CONTROL SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE OF NOT MORE THAN 10 °F. AND COOLING AT A TEMPERATURE NOT LESS THAN 18 °F. ALL ROUND DUCTS SHALL BE PRE - INSULATED ALUMINUM FLEXIBLE DUCT WITH VAPOR BARRIER. FINAL CONNECTION TO CEILING, DIFFUSERS AND RETURN AIR REGISTERS SHALL BE MADE WITH CASCO SILENT FLEX II OR APPROVED EQUAL CEILING DIFFUSERS SHALL BE KRUEGER PERFORATED FLUSHED FACE WITH ROUND NECK CONNECTION. RETURN AIR REGISTERS SHALL MATCH CEILING DIFFUSER, ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. GENERAL NOTES I. ALL NEW HEATING / COOLING EQUIPMENT SHALL COMPLY WITH SECTION 112 OF THE 2005 ENERGY EFFICIENCY STANDARDS. 2. EACH HAVOC SYSTEM SHALL BE EQUIPPED WITH AT LEAST ONE AUTOMATIC DEVICE SETBACK OR SHIT OFF THE SYSTEM DURING PERIOD OF NON, CONTROLS SHALL COMPLY WITH SECTION 112 • OF THE 2005 ENERGY EFFICIENCY STANDARDS. 3. AUTOMATIC TEMPERATURE CONTROLS FOR HAVG SYSTEMS SHALL COMPLY WITH FOLLOWING: 5. FRIMARY AIR a. EACH ZONE SHALL BE PROVIDED WITH AT LEAST ONE AUTOMATIC TEMPERATURE CONTROL FOR THAT ZONE. EACH FLOOR OF BUILDING WITH CONDITIONED SPACES SHALL CONTAIN AT LEAST ONE ZONE. b. MAINTAIN SPACE TEMPERATURE SET POINT FROM 55 °F TO 85°F. c. OPERATE ZONE HEATING, AND COOLING IN SEQUENCE IF 50T14 ARE PROVIDED. d. PROVIDE A TEMPERATURE RANGE ADJUSTABLE UP TO 10 °F EETWEEN FULL HEATING, AND COOLING TO THE ZONE. 4. AIR HANDLING DUCT SYSTEM SHALL BE CONSTRUCTED, INSTALLED, SEALED AND INSULATED AS PROVIDED IN CHAPTER 6 OF TI-E UNIFORM MECHANICAL CODE, 2005 EDITION. OUTSIDE AIR SHALL BE IN ACCORDANCE WITH SECTION 121 OF THE ENERGY EFFICIENCY STANDARDS. MANDATORY NOTES INLET RETURN AIR GAUGE PORT FAN POWERED VAV BOX BACKDRAFT DAMPER STRAIGHT FLANGE ELECTRIC COIL ENCLOSURE FULL SIZE LINE DISCHARGE Obl2•0 EQUIPMENT SCHEDULE REMODELING LEGEND ° FLEX DUCT NEW VAV FAN POWERED TERMINAL UNITS FEV6O, 5000 C.FM, 16 "0 PRIMARY AIR INLET 2I °XI8" PRIMARY RETURN AIR INLET 24"X18 OUTLET DUCT SIZE 208V 6.5 AMPS W/ ELECTRIC COILS 85 KW MAX. 208V. 14 7 DAY PROGRAMMABLE THERMOSTAT CEILING DUFFUSER, RAR, AND EAR NOTATION NECK SIZE (IN DIA) AIR QUANTITY (GFM) -- -- — — — EXISTING DUCTWORK TO REMAIN W//f,L /W///x REMOVE EXISTING DUCT WORK NEW DUCTWORK J L EI �T NO. I2GA WIRE AT 2 DIAGONAL CORNERS FOR SEISMIC RESTRAINT. SEFC.RE TO STRUCTURE ABOVE CEILING DIFFUSER NEW OR RELOCATED CEILING DIFFUSER NEW OR RELOCATED RETURN AIR GRILLE EXISTING CEILING DIFFUSER TO REMAIN EXISTING RETURN AIR GRILLE TO REMAIN REMOVE EXISTING GRILLE EXISTING ROOM THERMOSTAT RELOCATED OR NEW OSTAT POINT OF CONNECTION TO EXISTING RELOCATE EXISTING ROOM THERMOSTAT RELOCATE EXISTING CEILING DIFFUSER — — — SMOKE FIRE DAMPER L GEILIN6 DIFFUSER VOLUME DAMPER- - CEILING INSTALATION OF RETURN AIR REGISTER SIMILAR RIGID SHEET METAL DUCT W/ FOIL FACED INSULATION RECE1VEr MAY 1 2Ot PERMIT CENTE 0 0 0 robinson hill architecture, inc. 0 A California Corporation 3195 —B Airport Loop Dr. 0 Costa Mesa, CA 92626 o tel. 714 -825 -8888 fax 714 -825 -8889 0 web www.rhainc.net 0 ° 0 o This document, and the ideas and designs incorporated here —in, as on instrument of professional service, is the properly of Robinson Hill Architecture, Inc. (rho), and is ° not to be used in whole or in part, for any other project without the written authorization of rho. This document is ° not to hr preproduced and /or modified in any way, nor shall any reproduction of this document be modified o without the prior written consent of rho. ° This document has been prepared to describe proposed new work and does not necessarily represent as —built or o existing conditions. The Architect does not warrent, in any way, the accuracy of this information and shot not be responsible for any discrepancy between this document 0 and the existing conditions. 0 0 Project Name / Type 0 0 ° 0 0 ° 0 0 0 0 0 0 0 0 ° ° 0 0 ° 0 ° 0 0 0 ° 0 ° ° 0 ° 0 0 ° Submittal Dates 0 LL FINAL SUBMITTAL 0 0 0 ° 0 0 0 ° 0 ° 0 ° ° 0 0 ° 0 0 0 0 0 ° ° lea 102 DISCOVER_ � Irvine, Ca 92i&Af! Tale 949 - 450-1229 Fax" 949-450 -1454 ° Contact: Ryan Cho x206 PRELIMINARY DESIGN SUBMITTAL 04.14.08 Rev. Description Job Number: 8RHA167.C1 Date: 04.14.08 Sheet Title: HVAC PLAN, NOTES DETAILS 0 , heet No.: RPM* 08 -0035 XX.X .X): Date 05/02/08 I •1 o 0 COMcbeck Software Version 3.5.3 Mechanical Requirements Description 2006 •ecc: Rep ort Date: Data fitenaMe;1tOricb20001RHA Robinson HOP3-0030 Beachwoih Tuicertatmettheck o The folloWit:§ littpii:Ntere In detaileddettriPtianS Of the reiltriteinentS In Secttbn 4 of the Mechanical Compliance certicate ReeltirretnetitS Specific To Fan PaViretS4VAV Terminal Unit : •. An etoriernizer it required for init4.ithial &oat systems over 6 kEtuila the selected crunate. An integrated economizer plows simultaneorrs operation of quidotir-air and inecitaniol 'ExO4tioa'; An economizer is not requked:for_systi* having air or evaporafqek cooled condensers that serve spaces with Opertkase refteeakin: Gerterk Requirements' Must be Met by an *terns to which the requirement is applicable: 'L Design heatingandediiiling loactS for the buitiftmustbe determined uthrig pit:deiliati in the ASH RAE Handbook of Fundamentals or an appfaVed eqtriValent 21 All *Opulent and sySteritstritiat be Sized be rib greater than needed to meet oalcolated loads. A single piece of equipment providing both beato9 and cooling.must sattrY ttirsi&A;ithrt for one ft-incrionviab That:4061y foc the other function as small as possible, whin a.valatile eq*nentoptions - ExcePlicat The eqUipMent andiar *ter:11'644E4 may be gear than atirtated bads for standby purposes Standby equipment must be aufbritifidai controlled tabie Off when the priMary'equipmerit aridtor systems operating. - E.)ccepflon; Muttipte unite of the same eggplant type whose combined woof* exceed the calculated load are allowed ?they are • preVided with • boritrOld toislence Ope4 cif the iirii1 aS the bad inCreaseiat'clecreases. 3 Eath neaOng oroaorIngsyttern:se(vinsva,eitywzona rout nave its ownietoperature control device. 4. each Isorni.dification systern mustheve its oym hurnitrity control device 'S. Thermostat* coftholfingboth heating en'd cooling roust be cap** of maintaining a 5 degrees F deadhand (a range of temperature where no *Ong orooP499:is:prpyrcl0), - Ekopprioi• Deadband itapiabiliny is not tequired if the thernaastat does riot hat:4 autaniafic changeover capabEy between !leafing and ..coorm Ihe system or zone con* mutt be a proorarnmahle thermostat or Other *no* conitol meeting the blowing after capable crf setting back temperature to 55 degjees F during heafing - end Setting 0.05 dqe es during coolingb) capable of autornafically setting back br*Utlirig dieing unoccupied bate* U.S:(rigt ctifteierkoiSChedutesc) have an accessible 2-hour occupant oairriri4)hi4ih:ittery fie 'cii.40 666616 ofniantaming pcorammed setlings 16(4 !east 10 hours without power. Exceptitwo Asetbeck Or shutoff control is neit required on thermostats control systems serving areas 0 operate cohrmueuslY- . Eic4 A Setback Pr itiOtOff control i not tec on eyStentS With ti4 ei** demand of 2 kW (6.826 Etulh) or less. 7. The SySterrirrststipplOtitedeventilatiCiri air as reCeilted intehapitet 4 of the itifernarninal Mechanical Code. if the ventriaim system is ducted tripply dotdoor-al•quanttes excee ding requirectleVelkatie SySterii must be capable of reducing outdoor-air flow to the think:num required lever 0. Air ducts must be insulated to Iltefelrpwipg1;levels:a) Supply and return air dip* for conditioned air located in unconditioned spaces (spaces neither heated or cooled) must be insulated with a minirporn tincontrifioned spaces include aim, crawl spaces, unheated basement and unheatectgarages.hiSupply and niturn air 4MA:sand Olens must be insulated to a minimum of R-8 when located outside the btecing:C) V ducts are loCated within e*arOMPertehts (eg., floors or roofs), minimtan R-8 insulation is reel:fired only between duct and the building eiterrOi. ExcePtiort Draztirtsiiialkar is net reqUired on ducts located wittiti equipment' - exceporc puctinsUiation is not required when the design temperature Cliffeeence between the interior and exterior of the duct or Plentierdbaiicitetrieed 15degreeS•P. E*c-e0c.rg* ar1 1990403a1-Pl"aPO sos on ducts operating at static pressures less than 2 ii•4 pressure '"" Mechanical *tenets and eeale, naratice, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including rtailtitile7=400014dririal wuta XtioiritS, longitudinal aridtrartwerse searns, and ppfetecraorls tiortwO rtiostbe securely sealed using weldments; mechanical t*Ortg:9404-sea,44 WOO; or 91510cg...rnfh 4 mastic sealing systems ef.taPeS, Tapes and mastics must be listed and labeled in Roiled Tftle BEAC KW�RKS Dtha Smartie: WArlob20081RHA FtobinsorifelIEB-IXOG Beeichworke Triltwilecck accordaricewfth UL 181A and shall be naa ed for pressure sensitive tape,181A-M for rnasfic or 181A-1-E for heatsensitive tape Tapes and masks used to seal flexrble air ductsand flexible air connectors 5h-A comply with UL 18113 and shall be marked '181B-FX for pteseure-sensifive tape ofiars-hr for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following informaliorca) equipment capacrly (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) FIVAC system control maintenance and calibration information. including wiring diagrams. schematic% and control sequence descriptions; desired or field-determined set points must be permanently recorded on control dravAngs, at control devices, or for digital control systems in programming commentsd) complete narrative of how each system is intended to operate. 12. Replaced with 85 13. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutfing off during preoccupancy baling warm-up. cool-down. and setback, except when ventiafion reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air damper e must have a maximum leakage rate of 3 cfmlft2 at 1.0 in w_g_ when tested in accordance with AMCA Standard £00. - Exceptiorc Gravity (non-motorized) dampers are acceptable in buddrigs less than three stories in height_ Excepeon: Systems with a design outside air intake or exhaust capacity of 300 cfm (140 Ifs) or less that are equipped with make operated dampers that open and dose when the unit is energized and de-energiz' ed, respecfively. 14. Stair and elevator theft vents must be cupped with motorized dampers ale of being automatically closed during normal building operafroo and interlocked to open as required by fire and smoke detection systerns. All gravity outdoor as supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: - Gravity (non-motorized) dampers are acceptable in buildings less than three stabs in height above grade. - Ventliaton systems serving unconditioned spaces. • Project Tdlez BEACHWORKS Report date: 05/02108 Data filename: W:10job20081RHA Robinson Hilfi0M03G Beachworks TukkailatmechItukvala_cck Page 6 of 6 .1.11.gmerrmIw■ Report data: 05102/08 Page 5 of 6 0 COMcheck Software Version 3.5.3 Mechanical Compliance Certificate 2000 I ECC Report Date! 0I702108 Data filename: W14o,b20081RHA Robinson Hilik08-003• Beadwearks -TuIra‘rnechtilikvita-cck Seddon 1: Project Inforniation Protect Type: Addition • Prole:of Titre : BEACHWORKS Construction $ire: OurneriAgent Designer/Contractor: • 6 33. SOUTHCENTJER MALL, SUITE 2130 ROBINSON HILL. ARCHITECTS • OVILA, WA 96150 3195-B Airport Loop Dr. Costa Mesa, CA 92626 7144325-8888 Section 2: General inforniatiort Building Localicin (fccaveathith data CErnat• at* Heating Degree bays (base 66 des Cecilind • tieiree Days (baser 50 degreia F Ttik Washington 6524 1684 Section 3: Mechanical Systems List Quantity toistmmumgiin Section • 4: Requirements Checklist Project Title: BEACHWORKS Data gerrarne: WACFA2006iRHA Robinson F08-003G Eseackiwurka Tukagmedivokvtlia-ook COMcheck Software Version 13 Mechanical Requirements Description 2006 IECC. Report Date: Dale 'filename: W3jOb2008RHA FZOblosen111R06-0030 Beachworks larkwitalrnectliolcyaTaxek Pn:gecf ritic BWHWORKS • • Data filename: Wgrioli200EARHA I40birork Figawatm llikwilaltrechlttikwitaxck 0 Report date: 0510208 Page 3 of 4 Report date: 05102/08 Page 4 of 4 / ak COMezeck Software Version 3.5.3 Envelope Compliance Certificate 2006 IECC Report Date. 05/02J08 • Data • filename: W;10job.200011HA Robinson Hlih08-003G Beachworls- Tukaelialinechttutrwijaccit aectiOri j PrOject itTrOrMattati Project Type: Addition project Title : pEACHWORKS 00n Site: • 631 SOUTHO M SUITE 2p - 11.1KW11A WA MSS Section 2: General information Building Location or weather daby effma.tozOftor Heagti9 pe9ma Bays tbarie 6.6degreek Ceding Degree Days (base 6 a degrees F) Vertical Glazing Walt /snap& Activity Type(s) Rea OwnerfAgent ReqUirethents' Checklist 0 Tukinia, Washington 5524 1686' 39% Ito; Area 2S3� Designerteontractm A0E046011 HILL ARCM-FM 3166 AirPorti-Gali' Dr- Caste, Mesa; CA 92626' •14825-8888 Envetepe PAS_SES:: Design better than . " :•• - • • ••- ...._... .. • .• .•• • , Climate-Speciffe Requirements: Component Name/Description Grote Area Cavtty Cont. Proposed Budget • or Perimete :RV$ R 0-Factor U-Factor Exterior Walt 1: Wood-Framed, 16" o.c. 609 13.0 0.0 0.089 0.089 1 Madcro 1: Metal Frame:Single Pane, Clear, st-IGO — 0149 0,560 tUdgeitr are used fOr eeftware baseline . , calculate ,, ONLY; enil are pa coele, requirements, • Air Leakage, Component Certificaffon, and Vapor Retarder Require • 1. Man penekatiens_ are =liked gasketerdor toVered with a moisture vapor-mrttablevrrapPing material instalfed ift accordance with the manufacturers installation insthictions 2 :V0 1 visw Oats an,d sleights cer**ol as mEteling leakagg requireloePtO- a 3- Snit R-vulues & tl-44etors labeled as teilitied. u 4 InsPiatiai insIaited acoading to iiig414 irietTuotile, in Sulasitanfial *hid With the surfetepoi4j nsulatad aed a manner that achreQei die r ated ‘VithOrit ID 5. No roof i•4tration is installed grta suspended ceig with IrgTPVqbie Fellm panels.. U 6 Stair and other ciutdodr alr kitake add Openings irate WAIN envelope &eerie/Ned th matixited &lovers.. • 7,, Cargbdritirsand loacreig dock ckiars' the Weather sealed.: Ct 8 Recessed 1IOttio9 Ilirtures : Type 14 rated and sealed oF 93qtleted,79F(i0 ir*alleelfrOc4 an aPPTOPrtafe with a 0 .5 inch clearance from combustible 1113‘244 and SO' 3 inthat Cleafarke'fferitinaLtigrion rngter411. - - • " U BuildrigiirlfraTICI3 trt:OS htEVe aNftWaite anti alliii*SiViitii,40410 tirifeett._ Pltjett EEACHWORKS Report date: 05/02/08 • • 44a MoMorle: V -VIDA RoblosOrk HilN tateo#P#Prks Turi*la 'traectittlrloill14-cok Naga t. of 4 Excepffons: Building enkances with reaching doors Doors that open directly from a space less than 3000 sq. ft in area • 10.Vapor retarder installed. Section 4: Compliance Statement Compffanoe Statement The proposed envelope design represented in this document is consistent with the bolding plarts, specifications and other calculations submitted with this permit applicafron. The proposed envelope system has been designedto meet the 2006 IECC requirements in COMcheck Version 3.5.3 and to comply with the requirements in the • (L I heCkirett A 14 / Name - TItf ft . Project BEACHWORKS Report date: 05102[08 Data filename: W:I0job2008 Robinson HilR08-003G Beachwoth - Tukvillakiechlkikwilecck Page 2 of 4 a Date 3 RECEIVED MAY 1 2 PERMIT CENTER RP I 1'; 0 O 0 O robinson hill architecture, inc. O A California Corporation 3195—B Airport Loop Dr. O Costa Mesa, CA 92626 O tel. 714-825-8888 fax 714-825-8889 O web www.rhainc.net This 0 document, and the ideas and designs incorporated here—in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc, (rhc), and is 0 not to be used in whole or in part, for any other project without the written authorization of rho. This document is O not to br preproduce.d end/or modified in any way, nor shall any reproduction of this document be modified O without the prior written consent of rho. O This document has been prepared to describe proposed new work and does not necessarily represent as—built or 0 existing conditions. The Architect does not warrent, in soy way, the accuracy of this information and shall not be responsible for any discrepancy between this document O end the existing coricTitions. O Project Name / Type 0 0 0 0 O 0 0 0 0 ci 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ci • 6d (1) O 0 O u_ o w O M • L.1 • 0 O cc O M O F- o z • Z w O LLI • F- co 0 O Stamp 0 0 0 0 0 0 0 Submittal Dates 0 0 0 0 0 0 0 0 0 0 Rev. Description Date 0 0 0 0 0 0 0 0 0 Job Number: 0 8RHA167.C1 0 0 0 N , FORMS & NOTES vqp ..:Pji No.: Engineers, Ina i i:44y ) 102 DISCOVER "'Kit Irvine, Ca. 92618 Tell 949-450-1229 0 Fax' 949-450-1454 Contact: Ryan Cho x206 EXPIRES 1 3 2010 1 PRELIMINARY DESIGN SUBMITTAL 04.14.08 U. FINAL SUBMITTAL Date: 0 04.14.08 RPM* 08-005& Sheet Title: ENERGY COMPLIANCE XX.XXXC 05/02/08 SYMBOL ABBRIr 1ATION DESCRIPTION IS POO POINT OF CONNECTION V S OR W _ SOIL OR WASTE ABOVE FLOOR WC-I WATER CLOSET S OR W SOIL OR WASTE BELOW GRADE OR FLOOR 2° - - - - - V VENT L -I GW GOLD WATER — I -I/2° HW HOT WATER WALL HUNG. IWH-I DN PIPE DOWN 0 0 VTR VENT THRU ROOF 4.16 KW, 2O6V., IC GOTG GLEANOUT TO GRADE 2' cp FG0 FLOOR GLEANIOIJT --- --II NCO WALL CLEANOUT GD CD CONDENSATE DRAIN AG ABOVE GRADE AF ABOVE FLOOR AP ACCESS PAM- Be BELOW GRADE EF BELOW FLOOR (E) EXISTING IE INVERT ELEVATION (V.I.F.) VERIFY IN FIELD SON/ SHUT -OFF VALVE ANA WATER HAMMER ARRESTER H DESCRIPTION CONNECTION 51ZES R..MARKS TRW W V CW HW WC-I WATER CLOSET 4' 2° 3/4' ---- FLUSH TANK FLOOR MOUNTED. TYPE. ADA USE HEIGHT. L -I LAVATORY I -I/2' 2' I -I/2° 1/2° 1/2° WALL HUNG. IWH-I INSTANTANEOUS WATER HEATER — -- --- I/2° I/2° 4.16 KW, 2O6V., IC 6 FLOOR DRAIN 2' 2' 2" --- --- WITH TRAP PRIMER O 0 PLUMBING PLAN - WATER SGAL.E 1/4"=1'-0" WH -I S WOW E _J 0 r r 411,411 ASV Araw.ow■rararrArawArAr.■ ■Pr aw Aw..■ V 0 0 y l..•M414••70 , • • • nA • W HC DRESSING / ta4 IVIE 21 411• E.W2' 24a 1` g (E) SOY EXISTING %. "GW LI ,./.72777/77 THE CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO VERIFY LOCATION, ELEVATIONS, AND SIZES OF ALL EXISTING PLJJMBING AND INFORM THE ARCHITECT OF ANY DISCREPANCIES. FOR EXACT SPECIFICATIONS, MOUNTING HEIGHTS, AND LOCATIONS OF ALL PUJMBING FIXTURES, REFER TO ARCHITECTURAL DRAWINGS. ACCURATE AS -BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. 0 O A HOT WATER, ABOVE CEILING SHALL BE INSULATED WITH MINIMUM OF ONE INCH GLASS FIBER WITH NON COMBUSTIBLE IL RATED VAPOR BARRIER JACKET. INSULATION SHALL CONFORM WITH OR EXCEED ALL FIRE AND SMOKE RATINGS PER ASTM 384, NFPA255, UL 723 AND LANDLORD'S INSURANCE CARRIER GONCTRAGTOR SHALL PROVIDE STEEL SLEEVES WHEN PASSING PIPE THRU CONCRETE SLABS OR WALL SECTIONS. ALL MATERIALS SHALL BE NEW AND /OR COMMERCIAL GRADE AND BEAR UNDERWRITERS LABEL, i1-ERE SUCH LABELING APPLIES. ALL HANGERS, RODS, BEAM CLAMPS, ETC. SHALL BE PAINTED TO MATCH LANDLORD'S FINISH MINIMUM HANGER ROD DIAMETER SHALL NOT SE LESS THAN, AND MAXIMUM SPACING OF SUPPORT FOR STEEL. AND COPES HORIZONTAL PIPING MUST NOT BE GREATER THAN, THE VALUE IN TABLE q, CHAPTER 41, OF THE ASHRAE 2004 EQUIPMENT HANDBOOK CAST IRON PIPE MUST BE SUPPORTE AT LEAST EVERY FIVE FEET, AND AT EVERY JOINT AND FIITINS. CAST IRON BRANCHES W/O SUPPORT MUST HAVE HANGERS FOUR FOOT MAX. ON CENTER THE ENTIRE INSTALLATION SHALL EE PERFORMED BY A LICENSED PLUMBING, UNDERWRITER'S LABEL, WHERE SUCH LABELING APPLIES. SHUTOFF VALVES SHALL BE PROVIDED AT ALL CONNECTIONS TO FIXTURES. SHUTOFF VALVES SHALL BE PROVIDED AT ALL CONNECTIONS TO FIXTURES. .r1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL 4 STATE .LJRISDIGTION. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHBR TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PAD, AND CHANGES OF ELEVATIONS. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE 0.5 GPM FLOW RESTRJCTORS ON HOT WATER SUPPLY. INSULATE HOT WATER PIPING WITH ARMSTRONG °ARMAFLEX' INSULATION. SLOPE ALL CONDENSATE DRAIN LINES AT 1 %. SLOPE ALL SEWER PIPING MINIMUM OF 2%. ALL UNDERGROUND SANITARY AND VENT PIPING SHALL BE PVC. ALL ABOVE - GROUND SANITARY PIPING SHALL BE SERVICE - WEIGHT CAST IRON, WITH SAME WEIGHT AS THE FIFE. CONTRACTOR SHALL BAGKFILL ALL TRENCHES REQUIRED FOR SANITARY PIPING USING COMPACTED FILL. IN 6" LAYERS TO AT LEAST gE% MAX DENSITY. ALL GOLD AND HOT WATER PIPING SHALL BE TYPE °L° SEAMLESS HARD DRAWN COPPER TUBING ABOVE $ROUND AND TYPE "K° BELOW GROUND AND BE IN CONFORMANCE WITH ASTM 868 -48. FITTINGS ARE REQUIRED TO BE WROUGHT, SUITBALE FOR 200 PSI. CONNECTIONS TO DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC UNIONS. JOINTS SHALL BE 45-5 TIN ANTIMONY FOR 200 P5I. CONDENSATE DRAIN PIPING SHALL BE TYPE `DWI!' HARD DRAWN COPPER TUBING WITH WROUGHT COPPER FITTINGS, 50x50 SOLDERED JOINTS. INSULATE ALL CONDENSATE DRAIN PIPING WITHIN BUILDING INTERIOR ALL CONGEALED PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 11-E 2006 UPC. ALL. FAUCETS SHALL COMPLY WITH CALIFORNIA PROPOSITON 65 AND SHALL BE CERTIFIED TO NSF STANDARD 61 SECTION q FOR DRINKING WATER COMPONENTS SUPPORT SUSPENDED PIPING IN ACCORDANCE WITH UPC 514.0 AND TABLE 3-I. SWAY BRACE SUSPENDED PIPING IN ACCORDANCE WITH NFPA #I5, 4- 6.435. ALL REQUIRED GLEANOUTS SHALL BE INSTALLED AS PER SECTION 707.0 AND 714.0 OF THE 2000 UNIFORM PLUMBING CODE. ALL PLUMBING VENTS SHALL TERMINATE NOT LESS TWENTY (20) FEET FROM OR AT LEAST THREE (5) FEET ABOVE ANY DOOR, OPENING, FRESH AIR INTAKE OR VENT SHAFT. NOTE: L: THE PLUMBING CONTRACTOR SHALL VERIFY THE EXACT SIZE 4 LOCATION OF ALL EXISTING PLUMBING UTILITIES, PRIOR TO CONSTRUCTION 4 SHALL NOTIFY THE ENGINEER OR ARCHITECT WITH ANY DISCREPANCIES BETWEEN THESE PLANS 4 EXISTING CONDITIONS IN THE FIELD /JOB SITE. PLUMBING NOTES �'c• <--i TTz //r..7..z. 7 C7 0 0 PLUMBING PLAN - WASTE & VENT SCALE I /4 ° =I' O COUNTER] 1/2' HOT 4 COLD WATER.. NEW INSTANT HOT WATER HEATER. WIRING. J-BOx BY ELECT. CONTRACTOR) I/2" HOT 4 COLD WATER INSTANT -HOT WATER HEATER PLUMBING LEGEND SOY -GOOSENECK FAUCET -BLADE HANDLE. SINK [ o /— SOY TRAP O 0:41 I/ .,•'," • I (E) 3'1( LINE. (V.I.F) HC DRESSING RI WATER CLOSET (WC-U: TOTO CST744SL "DRAKE" lb GPF FLOOR MOUNTED VITREOUS CHINA SIPHON JET ACTION 16 -1/2" HIGH ELONGATED BOWL, CLOSE - COUPLED TANK, TOTO SG534 OPEN FRONT SOLID PLASTIC WHITE SEAT LESS LID, MC QUIRE 2165 ANGLE STOP AND SUPPLY. HANDICAP USE HEIGHT. PROVIDE ONE SLOAN P -72 -AI TRAP PRIMER WITH FLUSH VALVE IN EACH TOILET WITH FLOOR DRAIN. LAVATORY (L -I): AMERICAN STANDARD 0355.012 "LUCERNE" 20 "xI6" VITREOUS CHINA WALL HUNG, SYMMONS 5- 20 -2 -G -A VANDAL -PROOF SINGLE LEVER FAUCET WITH 2 GPM FLOW RESTRIGTOR, CHROME PLATED GRID DRAIN AND TAILPIECE, BRASSGRAFT R3712A ANGLE STOPS AND SUPPLIES, I7 GAUGE CHROME PLATED TUBULAR BRASS P -TRAP, J. R. SMITH 723 CARRIER. COVER HOT WATER, TRAP, AND DRAIN PIPING WITH INSULATION TO PROTECT THE HANDICAPPED. OR PROVIDE EQUAL INSTANTANEOUS WATER HEATER (IWH -I): CHRONOMITE S -R2OL, 4.16 KW, 30/2065, 208Y, I& PROVIDE 1/2 GPM FLOW CONTROL. FLOOR DRAIN (PD -I): J.R. SMITH 2005 -Y CAST IRON DOUBLE DRAINAGE, CLAMPING FLANGE, BOTTOM OUTLET, 5" SQUARE POLISHED BRONZE STRAINER. TRAP PRIMER (TP -I): PRECISION PLUMBING PRODUCTS P -2. PLUMBING FIXTURES SPECIFICATIONS PLUMBING FIXTURES SCHEDULE KEY PLAN MANN NOT TO SCALE RP O 0 0 0 O 0 O O 0 O O 0 O O O O O O O a Project Name / Type 0 O O O 0 O a 0 O O O O O O O O O O O 0 O O O O 0 ° 0 O O ° O 0 0 0 O 0 0 0 O O 0 O O O O O 0 O O O ° O Stamp 0 O O a O O 0 O O O Submittal Dates 0 PRELIMINARY DESIGN SUBMITTAL 04.14.08 0 O n O O O n O O O O ° O O ° O a O a 0 O O O O robinson hill architecture, inc. A California Corporation 3195 —B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714- 825 -8888 fax 714 -825 -8889 web www.rhainc.net This document, and the ideas and designs incorporated here -in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project without the written authorization of rho. This document is not to br preproduced and /or modified in any way, nor shag any reproduction of this document be modified without the prior written consent of rho. This document has been prepared to describe proposed new work and does not necessarily represent as -built or existing conditions. The Architect does not warrent, in any way, the accuracy of this information and shot not be responsible For any discrepancy between this document and the existing conditions. Job Number: 8RHA167.C1 Date_ 04.14.08 N41 S No,: Engineers, km L 102 DISCOVE */ Irvine. Ca. 9261 (�j 4 Tel. 949- 450 -1229 ° Fax' 949 -450 -1454 Contact: Ryan Cho x206 RPM# 06 --0036 CC z w U F- ❑ 0 CD 0 —J w _ U- F- w Rev. Description Date R CIVD --- bIA n rIIi 11 NLFIIV11 i . ENTER J cc co w z co w Q U I Q M Do 5V LL FINAL SUBMITTAL xx.xx.xx =0( U Sheet. Title: PLUMBING PLAN, NOTES SCHEDULE, SPECIFICATIONS 05/02/06 BEACHWORKS MPROVEMENT FOR: A TENANT PANEL: T2130L PANELVOLTAGE 120/208 3P, 4W CIRCUIT CODE: N : NON - CONTINUOUS LOCATION: EMPLOYEE RM BUS: 225A L : LONG-CONTINUOUS MOUNTING SURFACE MAIN: 225A R DEMANDABLE RECEPTACLES AC RATING: 10,000 K KITCHEN ON .D10 VA LOAD LOAD DESCRIPTION 30 00 TYPECNT. C.B. BUS C.B. TYPE CNT. 30 00 LOAD DESCRIPTION VA LOAD ON .L)30 A B C M R L TR P ABC X X X X X X X X X X X X X X X X X X X X X TR P L R M A B C 1 900 CONY. REC. R 1 5 20 1 20 1 23 L SALES LTS 1150 3 800 LT BOXES N 2 20 1 20 1 9 L STOREFRONT LTS 450 n 5 800 LT BOXES N 2 20 1 20 1 22 L SALES LTS 1100 6 7 1200 LT BOXES N 2 20 1 20 1 12 L DRESSING ROOM LTS 600 8 9 900 CONY. REC. R 5 20 1 20 1 5 L EMPLOY EFJRR LTS 286 10 11 1200 LT BOXES N 3 20 1 20 1 7 L EMERGENCY LTS 170 12 13 1000 FDS N 2 20 1 20 1 L TRACK LTS 975 14 15 900 EVIPLOYEF/RR CONY REC R 5 20 1 20 1 L TRACK LTS 1200 16 17 600 STEREO N 1 20 1 20 1 L TRACK LTS 1200 18 19 360 TELE BCKBRD N 1 20 1 20 1 L TRACK LTS 1275 20 21 2400 SHOW WINDOW REC N 1 20 1 20 1 L TRACK LTS 975 22 23 1400 SHOW WINDOW REC N 1 20 1 20 1 L TRACK LTS 1200 24 25 1000 13130 SECURITY SYSTEM N PHASE TOTALS 1 20 1 20 1 CONNECTED VA (CODE N): 40246 15241 L TRACK LTS 975 CONNECTED VA (CODER): 26 27 CONVECTED VA (CODE K): 500 SIGNAGE N 1 20 1 20 1 55.1 AMPS W/LCL 1 N LIGFMNG RELAY 200 28 29 1200 LT BOXES N 3 20 1 20 1 1 N VAV BOX 10 30 31 360 CONY. REC. R 2 20 1 30 2 1 N II -N1-1 2080 32 33 300 TIME CLOCK N 1 20 1 - - - N - 2080 34 35 SPACE N N SPACE 36 37 SPACE N N SPACE 38 39 SPACE N 50 2 1 N COIL UNIT 4250 40 41 SPACE N - - - N - 4250 42 48201 5800 5200 PHASE TOTALS PHASE TOTALS 7055 1 9441 7930 Total Phase A: Total Fhase B: Total Phase C. 11875 CONNECTED VA (CODE N): 25630 15241 CONNECTED VA (CODE L): 11556 13130 CONNECTED VA (CODER): 3060 CONNECTED VA (CODE K): TOTAL CONNECTED KVA: 40.3 DEMAND KVA: TOTAL ADJUSTED KVA: 40.3 TOTAL PANEL AMPS: 127.1 AMPS W/LCL: 137.5 PANEL: T2130H PANE_VOLTAGE 277/480 3P, 4W CIRCurr CODE N : NON-CONTINUOUS LOCATION EMPLOY EE RM. BUS: 200A L : LONG - CONTINUOUS MOUNTING: SURFACE MAN LO. AC RATING: 65,000 SERIES RATED ON V0 VA LOAD LOAD DESCRIPTION 130 00 TYPEOVT. C.B. BUS C.B. TYPECNT. 30 00 LOAD DESCRIPTION VA LOAD ON .L)10 A B C M R L TR P ABC X X X X X X X X X X X X TR P L R M A B C 1 11875 SUBFEED T2130L' N 1 100 3 N SPACE 3 15241 - N - - - N SPACE n 5 13130 - N - - N SPACE 6 7 SPACE N N SPACE 8 9 SPACE N N SPACE 10 11 SPACE N N SPACE 12 13 SPACE N N SPACE 14 15 SPACE N N SPACE 16 17 SPACE N N SPACE 18 19 SPACE N N SPACE n 21 SPACE N N SPACE 23 SPACE N N SPACE 24 11875 15241 13130 FHWSETOTALS PHASE TOTALS Total Phase A: Total Phase B: Total Phase C 11875 CONNECTED VA (CODE N): 40246 15241 CONNECTED VA (CODE L): 13130 CONNECTED VA (CODER): CONVECTED VA (CODE K): TOTAL OONVECTED KVA: 40.3 DEMAND KVA: TOTAL ADJUSTED KVA: 40.3 TOTAL PANE- AMPS: 55.1 AMPS W/LCL 55.1 SINGLE LINE DIAGRAM P L TO EXISTING PANEL '4N2D' NOT TO SCALE (E) MAIN SY4IT01-45OARD '45262D' 277/480V -34' -4 3000A BUS (E) )2000A f SF 65KAIG EXIST. U.G. SERVICE CONDUITS (E) GROUNDS (E) METER 51N&1J^ L NE DIAGRAM NOTES: o (E) 200A SP 65KAIG (E) 200A5 200AF 3F TO TENANT 2. ALL NEW CONDUCTORS SHALL BE COPPER SINGLE LINE DIAGRAM (65KAIG BRACING) (5) MEI ER (E) ) 2500A SP 65KAIG (5) METER (5) 200A SF 65KAIG (5) 200A5 200AF SF TO TENANT SPACE 'T2100' SPACE 'T2105' I. FIELD VERIFY EXISTING CONDITIONS PRIOR TO ISSUANCE OF 5I175 AND INSTALLATION. NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY MAJOR DISGRE'ANGIES OCCUR. NO EXCEPTIONS. 3. ALL EQUIPMENT AND CONDUITS SHOWN ARE EXISTING UNLESS NOTED O1i-ERWISE. (5) (5) METER J (F) 200A SF 65KAIG TO TENANT SFAGE 'T2110' ) (E) ;2500A SF 65KAIG NI V METER (5) 200A5 200AF 3P (E)(6)4 "G. 4 #600 MGM, 1 #350MGM CND. (E) 200A Sr 6SKAI C (5) 200A5 200AF 3F TO TENANT SPACE T2115' (5) METER (E) DISTRIBUTION ABOARD '2D' 2'7 /480V- SP -4Y1 o (E) 200A 3P 65KAIG (5) 200A5 200AF 3r TO TENANT SPACE 'T2120' (E) METER (() )200A SP 6SKAIG (5) 200A5 200AF Sr TO TENANT SPACE 'T2125' 2500A SUS (65KAIG BRACING) (5) Mr_ it K. n ( 200A 3F 65KAIG (F) 200AS 200AF Sr TO TENANT SPACE 12101' (E) METER (5) Ep 200AS (BY LANDLORD) 200AF SF NEW PANEL 'T213OH' 40.3 KVA 55.1 A 65KAIG (N)2 4#3/O CU. PLUS I#6 X340' VD=NEGL. NEW PAN- 'T2130L' 403 KVA 157.5 A I� 0 IOKAIC (F) a (F) 200A ) 200A SF o 3r 65KAIG 65KAIG (SPARE) (SPARE) NEW 1 3#2 CU. PLUS I#6 CU.GND. ' VD =NE&L. 460V- I2O/2O5V -30-4W %Z -5.1% NEW 2- I/2 °C. 4#4/0 CU. PLUS I#2 GU.&ND ' VD =•EGL. (E)2 "G. 4250MGM PLUS 1#4 AL. CND. (BY LANDLORD) NEW 15KVA TRANSFORMER '72130T' -NEW 3/4 "G.I#2 CU.6ND. TO NEAREST C.W. METAL PIPE OR BLDG. STEEL LIGHTING CONTROL DIAGRAM NOT TO %ALE (120V) 365 DAY, FULLY PROGRAMMABLE WITH WEEK-END AND HOLIDAY SCHEDULING CAPABILITIES, ASTRONOMICAL TIME CLOCK TS-1' LOCATED ADJACENT TO PANEL "T2ISOL" IN A N IA I ENCLOSURE. (TORK #DZ5400A) o TO STOREFRONT LTS AND STOREFRONT SHOW WINDOW REG. AND STOREFRONT 5ISNASE IO ELECTRICALLY HELD, DEMOTE CONTROL LIGHTING CONTACTOR WITH QUANTITY OF POLES INDICATED. PROVIDE 120V COIL AND MOUNT IN RELAY CABINET. ASGO Itcl11 51RJES OR SQUARED *MOS SERIES, TYPICAL, U.N.D. Q NOTE NOT UFO. ® PROVIDE A WALL MOUNTED, NEMA I RELAY CABINET, SIZE AS REQUIRED, WITH HINGED AND LOCK DOOR MOUNT CABINET ABOVE PANEL. ALL LIGHTING CONTACTORS AND RELAYS DESCRIBED HEREIN SHALL MOUNT IN THIS CABINET. CONFIRM CABINET DIMENSION WITH RELAY SUPPLIER PRIOR TO PRICING. 04 ASTRONOMICAL TIME CLOCK AND OVERRIDE SWITCH CONTROL CIRCUIT MUST BE ON THE SANE DEDICATED CIRCUIT. NO EXCEPTION. LIGHTING CONTROL WIRING DIAGRAM (NEW) LIGHTING FIXTURE SCHEDULE TYPE O A 50 E .M F EM LAMPS (I) 50W PARBO (I) SOW PAR3O (I) SOW/PAR20 (2) F32/'r& /GIN (I) 51 MRI6 LED. (I) SW MRI6 VOLTS 120 120 120 120 120 120 120 DESCRIPTION RECE INCANDESCENT DOWN LIGHT FIXTURE WITH CLEAR REFLECTOR PENDANT MOUNTED INCANDESCENT FIXTURE. SURFACE MOUNTED TRACK LIGHTING SYSTEM. PROVIDE ALL REQUIRED MOUNTING HARDWARE FOR A COMPLETE AND OPERATIONAL SYSTEM. DACE MOUNTED FLUORESCENT STRIP FIXTURE WITH ELECTRONIC BALLAST. WALL MOUNTED LED EXIST SIGN AND EMERGENCY LIGHT COMBO WITH BATTERY BACK UP - PACK POWER SOURCE. CEILING MOUNT BALLAST RECESSED EXIT SIGN WITH EDGE LIT CLEAR ACRYLIC BLADE SIGN, GREEN LETTERS, BATTERY BACK -UP POWER SOURCE. RECESSED EMERGENCY LIGHTING UNIT WITH 4 10 MINUTE BATTERY BACK. MANUFACTURER ELCO LIGHTING *ELM G- ELM508 (OR APPROVED EQUAL) FURNISHED BY TENANT STEP I DEZI&NS #ST221 -1•ITE METALUX *1211441232120V4!$5' (OR APPROVED EQUAL) EL CO LIGHTING #EE53HG SURE -LITES $ EIJCTIOGW, #ELXTlOGC (PROVIDED BY TENANT) SUTELIGHTS 4 SERIES (PROVIDED BY TENANT) LIGHTING FIXTURE NOTES o ALL EQUIPMENT TO BE UL. LISTED. O LIGHTING FIXTURES IN CONTACT WITH INSULATION TO BE U1. LISTED FOR THERMAL BARRIER OR PROVIDE 3' MINIMUM CLEARANCE. ® ALL RI=GESSED INCANDESCENT FIXTURES INSTALLED IN &YPBOARD CEILINGS SHALL BE EQUIPPED WITH AUTO - RESETTING THERMAL PROTECTION. O FIXTURES INSTALLED IN FIRE RATED CEILINGS SHALL BE INSTALLED IN AN APPROVED FIRE RESISTIVE MANNER GONSISTANT WITH RATING OF CEILING. 0 FOR FIXTURE EXACT LOCATIONS, REFER TO LATEST ARCHITECTURAL REFLECTED CEILING PLAN. ® CONFIRM ALL LIGHTING FIXTURE SPECIFICATIONS WITH ARCHITECT PRIOR TO ORDER CEILING — 12 GAUGE GALVANIZED WIRE FOR FIXTURE HANGER WIRES, TIE WIRE 3 TIMES MIN. (TYPICAL -UON) MAIN RUNNER PROVIDE ONE #I2 WIRE AT EACH CORNER ON THE MAIN RUNNER WITHIN 5 OF THE LIGHT FIXTURE SCALE: NONE FOR SUSPENDED CEILING SUPPORT SYSTEM. QUANTITY AND EXACT LOCATION PER ARCHITECTURAL DRAWINGS AND SPECIFICATION. CROSS TEE RECESSED FLUORESCENT LIGHT FIXTURE OPPOSITE CORNER (TYPICAL FOR 2 CORNERS) MINIMUM SUSPENDED 3 TURNS (TYPICAL) CEILING SYSTEM CADDY CLIP (TYPICAL FOR 2) (APPROVED FOR LTG. FIXTURE TYPE) FIXTURE MOUNTING DETAIL n PANEL SCHEDULE (NEW)PROVIDE NE C 0 0 SYMBOL 3 — EM - ----X — W ISOLATED GROUND BUS ELECTRICAL SYMBOL LIST DESCRIPTION HOMLRRUN TO PANEL OR EQUIPMENT AS NOTED CONDUIT RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED CONDUIT IN OR UNDER, OR L*4PERGROUND, 3/4' MINIMUM SIZE. CONDUIT RUN WITH EQUIPMENT GROUNDING CONDUCTOR, SAME SIZE AS CIRCUIT CONDUCTORS, OR AS NOTED. CONDUIT RUN WITH ISOLATED &ROUNDING CONDUCTOR SAME SIZE AS CIRCUIT CONDUCTORS, OR AS NOTED. BRANCH CIRCUIT WIRING, 2#12 IN 1/2' CONDUIT AS NOTED OR SYMBOLIZED I/2 °G.-3 #12 / / / /// 3/4'C. -6 #12 I /2 °G. -4#72 / / / / /// 3/4'0.-7 *12 / / /// 3/4'C. -5*I2 / / / / / /// 3/4'0. -012 I/2° CONDUIT WITH EMERGENCY CIRCUIT EXISTING CONDUIT AND WIRE TO REMAIN EXISTING CONDUIT AND WIRE TO BE REMOVED ELECTRICAL PANELBOARD, AS DESIGNATED, FLUSH OR SURFACE MOUNTED AS INDICATED LETTERED BALLOON INDICATING PAM-WARD OR EQUIPMENT DESIGNATION DUPLEX RECEPTACLE IN WALL, +15 OR AS NOTED GPCI DUPLEX RECEPTACLE IN WALL, +42' OR AS NOTED TWO -GANG DUPLEX RECEPTACLE (QUADPLEX) IN WALL, +I5° OR AS NOTED DUPLEX RECEPTACLE (20 AMP) +IS° OR AS NOTED (ON A SEPARATE CIRCUIT) &FGI DUPLEX RECEPTACLE (20 AMP) +42" OR AS NOTED (ON A SEPARATE CIRCUIT) FLUSH POKE THRU COMBINATION TELE/DATA AND DUPLEX JJNCTION BOX, ABOVE CEILING, OR AS REQUIRED TO SUIT THE APPLICATION APPROXIMATE LOCATION EXISTING J-EOX IN ACCESSIBLE CEILING SPACE SINGLE POLE SWITCH, +42" OR AS NOTED TELEPHONE OUTLET IN WALL, +15" OR AS NOTED SINGLE GANG OUTLET BOX WITH 3/4' CONDUIT AND FULL WIRE TO ACCESSIBLE CEILING SPACE. • DATA OUTLET IN WALL +15' OR AS NOTED. SINGLE GANG OUTLET BOX WITH 5/4" o Q CONDUIT AND PULL WIRE TO ACCESSIBLE CEILING SPACE. COMBINATION TELEPHONE/DATA OUTLET BOX, +15° OR AS NOTED. SINGLE GANG OUTLET BOX WITH 3/4° CONDUIT AND PULL WIRE TO ACGESIBLE CEILING SPACE. DISCONNECT SWITCH, FUSED AS NOTED ON PLAN Q FFXHAUST FAN, FBM., WIRED BY ELECTRICAL WALL MOUNTED 2 HOUR BY PASS TIMER (TORK *A500 SERIES) REFERENCE TO PLAN NOTES . S MANUAL MOTOR RATED SWITCH LOCATED a EQUIPMENT UP CONDUIT STUBBED UP DN CONDUIT STUBBED DOWN EXH EXHAUST FAN SWITCH, +45" OR AS NOTED ON MECHANICAL DRAWINGS DENOTES EXISTING TO REMAIN DENOTES HEN TO MATCH EXISTING DENOTES EXISTING RELOCATED DEVICE AT NEW LOCATION DENOTES EXISTING DEVICE TO BE RELOCATED DENOTES FIXTURE SHALL BE EQUIPPED WITH 40 MINUTE BATTERY PACK RPM ENGINEERS,INC. SHALL NOT BE HELD RESPONSIBLE FOR ELECTRICAL CHANGE ORDERS THAT MAY OCCUR SHOULD FINAL BIDS A•D /OR CONSTRUCTION BASED ON THESE DOCUMENTS BE STARTED PRIOR TO ELECTRICAL PLAN CHECK APPROVAL. ALL WORK TO COMPLY WITH THE 2001 UBC, UPC AND MC AND THE 2005 NEC WITH STATE AND LOCAL AMENDMENTS. CONDUCTORS ALL CONDUCTORS SHALL BE COFFER AS FOLLOWS: *12 MS AND SMALLER - SOLID, TA *10 AW5 AND LARGER - STRANDED, TWIN, THHN oR XHHW ALL CONDUCTORS SIZtE ARE BASED ON 75 °C TEMPERATURE RATING FOR CONDUCTORS. RPM Engineers, inc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 Project Name / Type 0 0 n 0 O 0 0 0 0 SPECIAL RECEPTACLE TYPE AS DESIGNATED, +15' OR AS NOTED o U 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 Stamp 0 v 0 0 0 0 0 0 0 Submittal Dates 0 PRELIMINARY DESIGN SUBMITTAL 04.14.08 0 LL FINAL SUBMITTAL xaaoc.xa 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 robinson hill architecture, inc. A California Corporation 3195 —B Airport Loop Dr. Costa Mesa, CA 92626 tel. 714-825-8888 fax 714 - 825 -8889 web www.rhainc.net This document, and the ideas and designs incorporated here —in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is not to be used in whole or in part, for any other project without the written authorization of rho. This document is not to br preproduced and /or modified in any way, nor shall any reproduction of this document be modified without the prior written consent of rha. This document has been prepared to describe proposed new work and does not necessarily represent as —built or existing conditions. The Architect does not warrens, in any way, the accuracy of this information and shot not be responsible for any discrepancy between this document and the existing conditions. I EXPIRES MAY 1 3 2010 Rev. Description Date Job Number: 8RHA167.C1 Date: 04.14.08 102 DISCOVERY 4.. ;�i Sheet No.: Irvine, Ca. 92618 Tell 949- 450 -1229 ext.2Q /) Fax' 949- 450 -1454 wfirez t l a : e —mail: Con ct: I ann@rpmpe Lan Nguyen .com flOurntlAtA FEcrnitgri UAW n v UUUt REHMII ✓ INTER E -1 ct z rw 2 v Et co 0zo) LLI II 0 y D N ~ • roc.ro i. Sheet Title: ELECTRICAL SYMBOLS LIST PANEL SCHEDULE SINGLE LINE DIAGRAM naM,ints BEACHWORKS MPROVEMENT FOR: A TENANT ELECTRICAL LIGHTING PLAN KEY NOTES 0 DENOTES SWITCH BANK 'A' CONSISTS OF SWITCHES: abc iefghgkl ✓ ROUTE CIRCUITS VIA SWITGHBANK 'A' O NOT USED ® ROUTE CIRCUIT VIA LIGHTING TIME CLOCK. SEE SWITCHING DIAGRAM ON SHIFT E -I FOR ADDITIONAL INFORMATION. ELECTRICAL POWER KEYED NOTES: 0 SAW GJT SLAB AS REQUIRED O DENOTES TELEPHONE BACKBOARD. PROVIDE In°C.I#6 CU.6N D. TO NEAREST C.Y. METAL PIPE. ® PROVIDE CEILING MOUNTED SHOW WINDOW RECEPTACLE. ▪ ROUTE CIRCUIT VIA LIGHTING TIME CLOCK. SEE SWITCHING DIAGRAM ON SHEET Ir -I FOR ADDITIONAL INFORMATION. V NOT USED. V PROVIDE CEILING MOUNTED J-BOX FOR CONNECTION TO VAV BOX. SEE MECHANICAL DRAWINGS FOR MORE DETAILS. V PROVIDE 3OA/2P HEAVY DUTY MOTOR RATED DISCONNECT SWITCH AND MAKE CONNECTION TO IHW-I. CONFIRM EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH SUPPLIER PRIOR TO ROUGH -IN. as WORK IN THIS AREA IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. C LANDLORD PROVIDED DISCONNECT QO PROVIDE 60A/50AF/2P DISCOMECT SWITCH AND MAKE CONNECTION TO UNIT. CONFIRM EXACT LOCATION AND i CTRICAL REQUIREMENTS WITH SUPPLIER PRIOR TO ROUGH -IN. 04 (N) 1 PAIR CLEAR TEMPERED HERCULITE DOORS W/ 10' HIGH METAL BASE AND MINIMAL CORNER STOPS AT RECESSED PIVOT HARDWARE. ALL HARDWARE TO BE BRUSHED STAINLESS STEEL FINISH. REFER TO A5.0. LIGHTING PLAN NO _ I3OL- 14,16® 2T-4 1/4' 2T-5 1/8' ISOL -IS,20 co a 2' -10 3/8° 4' -0° (TYPICAL) (TYPICAL) 9'-8 5/8° GYP BD CEILING 2' -10 3/8" 51 o T2I30L -S EQ EQ 2' -6° 5'4 7/8° 9'93/4° (TYPICAL) Y VARIED HEIGHT OPEN TO STRUCTURE 71/ ° 0 T2130L 22 2® 3'-1 1/4" 2' -3° A.F.F. GYP BD CEILING 01 02 03 04 05 06 07 08 09 10 4'-6 5/8" 4'-6 5/8° 4'-6 5/8° 0 4' -31/2' 24'-6 5/8' 1' -10" 16'-4' (N) PVC CONDUIT IN STOREFRONT ENTRY FLOOR FOR SENSOR SECURITY SYSTEM WIRES. 12' -0 " AF.F. GYP BD CEILING 3' -0" 2'-4 3/8" 4'-6 5/8" (TYPICAL,) (N) ISOLATED GROUND RECEPTACLE FOR SENSOR SECURITY SYSTEM TO BE MOUNTED ABOVE STOREFRONT SOFFIT. (N) CEILING MOUNTED DUPLEX OUTLET AT STOREFRONT SOFFIT. (N) PROVIDE J —BOX FOR SIGNAGE ABOVE STOREFRONT SOFFIT. SATE EXACT LOCATION IN FIELD. PROVIDE TWO r MMES TO CASHWRAP AREA FOR MILLWORK MOUNTED QUAD RECEPTACLE, PHONE AND DATA OUTLETS. COORDINATE EXACT LOCATION W/ MILLWORKER. PROVIDE J —BOX BEHIND SOFFIT FOR MILLWORK 11GHTBOXES BY OTHERS. COORDINATE EXACT LOCATION IN FIELD. PROVIDE J—BOX ON PILASTER FOR LIGHT ELEMENTS BY OTHERS. COORDINATE EXACT LOCATION IN FIELD. (N) ELECTRICAL PANELS. REFER TO ELECTRICAL DWGS. (N) FLOOR MOUNTED TRANSFORMER. REFER TO ELECTRICAL DWGS. (N) PHONE BOARD. REFER TO ELECTRICAL. DWGS. (N) LOCATION OF THERMOSTAT CONTROL, TIMER AND SWITCHES ON THE INSIDE OF EMPLOYEE ROOM. POWER PLAN NOTES 1' -10' 4'-6 5/8° 4'-6 5/8° 16'-4° 0 4'-0 5/8" A 10' -0" A.F.F. GYP BD SOFFIT —12150L-24,26® 4'-6 5/8° 12' -0" A.F.F. GYP BD CEILING 1' -10' 4'-6 5/8 4'-6 5/8' 10' -0" A.F.F. (TYP.) GYP BD SOFFIT 16'-61/2° 0 — T2I5OL -4 0 0 10' -0" A.F.F. GYP BD CEILING S (TYPICAL) p 10-0" A.F.F. GYP BD SOFFIT rim., ��r�il _.. r�ir�►riir ii��iif .......... _ ...... � ii�r»i _.... i�i�.�r»i�.� - - ��..rr� 2 PMArr�i» i�. Ira I P. MA NrMoIIIS si�s w.r»MAVAr weam �j�j 111 >* NEN HC DRESSING RM -3 T2ISOL- AI,I1,13 ESS G RM T2I3OL-3O 11-LE CEILING RETAIL T2ISOL -2I ,23,2521 A I- ,- .;!\ — i� 2�iiM,rM�s »>ariwrAmosirAwAloo rA rs mm -- HO RESTR EMPLO E RM T2I30L- I55,I7,Ia 14'I3' 4° 1' -10" 15' -0° 16'-4' 1' -10" 16'-4' 2' -31/8' 4'417/8" LIGHTING PLAN POWER PLAN SCALE: 1/4"=V-0" SCALE: 1/4 PLAN NOTES: I. ALL EQUIPMENT INDICATED ON ROOF IS WEATHERPROOF. 2. ALL OVERCURRENT PROTECTION TO BE SIZED PER EQUIPMENT NAMEPLATES. a ROUTE ALL CONDUITS TO ROOF -TOP UNITS WITHIN ROOF -TOP UNITS AND HORIZONTALLY THROUGH ATTIC SPACE. 4. VERIFY EXACT LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS. 5. ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY OF TUKWILA RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. S. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. RECEIVED MAY,i b2008 PERMIT CENTER KPM 0 0 0 O robinson hill architecture, inc. O A California Corporation 3195 —B Airport Loop Dr. O Costa Mesa, CA 92626 • tel. 714-825-8888 fax 714 -825 -8889 • web www.rhainc.net 0 0 0 ° This document, and the ideas and designs incorporated here —in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is O not to be used in whole or in part, for any other project without the written authorization of rho. This document is o not to br preproduced and /or modified in any way, nor shot any reproduction of this document be modified o without the prior written consent of rho. o This document has been prepared to describe proposed new work and does not necessorily represent as—built or 0 existing conditions. The Architect does not warrent, in any way, the accuracy of this information and that not be responsible for any discrepancy between this document o and the existing conditions. 0 O Project Name / Type ° 0 0 ° ° 0 ° 0 0 0 ° ° ° 0 0 0 0 0 0 0 02 ° 0 0 0 ° 0 ° 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 ° 0 0 0 0 Stamp ° 0 0 0 0 0 0 Submittal Dates 0 0 0 ° 0 01 ° 0 0 0 Rev. Description Date 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Engineers, Inc. fi ' � Sheet No.: 102 DISCOVERY ` °' Irvine, Ca. 92618 Tel: 949 - 450 -1229 e Fax. 949 -450 -1454 Contact: Lan Nguyen e —mail: Vann @rpmpe.com I EXPIRES MAY 1 3 2010 PRELIMINARY DESIGN SUBMITTAL 04.14.08 LL FINAL SUBMITTAL xxxca Job Number: o 8RHA167.C1 Date: O 04.14.08 ° Sheet Title: ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN E ;CLXX.XX WALL MOUNTED DUPLE( CONVENIENCE RECEPTACLE FLUSH WITH FINISH WALL 6' RECESSED INCANDES�fr 50W PAR 30 LlGfIT FIXTURE IN WHITE FINISH. FRONDED BY TENANT. ISOLATED GROUND RECEPTACLE FOR SENSOR SECURITY. IG _- WALL MOUNTED GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE GFI ••• WALL MOUNTED QUAD RECEPTACLE. CRAING MOUNTED DUPLEX RECEPTACLE FOR STOREFRONT. i. C STEP 1 DEZIGNS: #ST221 WHITE FO WALL MOUNTED J—BOX. FQ WALL MOUNTED PHONE/DATA OUTLET. O WALL MOUNTED THERMOSTAT. v WALL MOUNTED TIMER. S LOCATION OF UGHT SWITCHES. SUSPENDED T-8 FLUORESCENT LIGHT FIXTURE. FRONDED BY TENANT. METALUX:IDIM —N- 232 - 120 —EBB r /III "IV hi 2'4 'T.1 7) a'Ia•'e ]' ' VP «&r : -. " -k" ;. .I._ . ifir t 1 ► NIT. :T a'' :TT, I - POWER SOURCE FRONDED BY TENANT. POWER SYMBOL LEGEND ELECTRICAL LIGHTING PLAN KEY NOTES 0 DENOTES SWITCH BANK 'A' CONSISTS OF SWITCHES: abc iefghgkl ✓ ROUTE CIRCUITS VIA SWITGHBANK 'A' O NOT USED ® ROUTE CIRCUIT VIA LIGHTING TIME CLOCK. SEE SWITCHING DIAGRAM ON SHIFT E -I FOR ADDITIONAL INFORMATION. ELECTRICAL POWER KEYED NOTES: 0 SAW GJT SLAB AS REQUIRED O DENOTES TELEPHONE BACKBOARD. PROVIDE In°C.I#6 CU.6N D. TO NEAREST C.Y. METAL PIPE. ® PROVIDE CEILING MOUNTED SHOW WINDOW RECEPTACLE. ▪ ROUTE CIRCUIT VIA LIGHTING TIME CLOCK. SEE SWITCHING DIAGRAM ON SHEET Ir -I FOR ADDITIONAL INFORMATION. V NOT USED. V PROVIDE CEILING MOUNTED J-BOX FOR CONNECTION TO VAV BOX. SEE MECHANICAL DRAWINGS FOR MORE DETAILS. V PROVIDE 3OA/2P HEAVY DUTY MOTOR RATED DISCONNECT SWITCH AND MAKE CONNECTION TO IHW-I. CONFIRM EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH SUPPLIER PRIOR TO ROUGH -IN. as WORK IN THIS AREA IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. C LANDLORD PROVIDED DISCONNECT QO PROVIDE 60A/50AF/2P DISCOMECT SWITCH AND MAKE CONNECTION TO UNIT. CONFIRM EXACT LOCATION AND i CTRICAL REQUIREMENTS WITH SUPPLIER PRIOR TO ROUGH -IN. 04 (N) 1 PAIR CLEAR TEMPERED HERCULITE DOORS W/ 10' HIGH METAL BASE AND MINIMAL CORNER STOPS AT RECESSED PIVOT HARDWARE. ALL HARDWARE TO BE BRUSHED STAINLESS STEEL FINISH. REFER TO A5.0. LIGHTING PLAN NO _ I3OL- 14,16® 2T-4 1/4' 2T-5 1/8' ISOL -IS,20 co a 2' -10 3/8° 4' -0° (TYPICAL) (TYPICAL) 9'-8 5/8° GYP BD CEILING 2' -10 3/8" 51 o T2I30L -S EQ EQ 2' -6° 5'4 7/8° 9'93/4° (TYPICAL) Y VARIED HEIGHT OPEN TO STRUCTURE 71/ ° 0 T2130L 22 2® 3'-1 1/4" 2' -3° A.F.F. GYP BD CEILING 01 02 03 04 05 06 07 08 09 10 4'-6 5/8" 4'-6 5/8° 4'-6 5/8° 0 4' -31/2' 24'-6 5/8' 1' -10" 16'-4' (N) PVC CONDUIT IN STOREFRONT ENTRY FLOOR FOR SENSOR SECURITY SYSTEM WIRES. 12' -0 " AF.F. GYP BD CEILING 3' -0" 2'-4 3/8" 4'-6 5/8" (TYPICAL,) (N) ISOLATED GROUND RECEPTACLE FOR SENSOR SECURITY SYSTEM TO BE MOUNTED ABOVE STOREFRONT SOFFIT. (N) CEILING MOUNTED DUPLEX OUTLET AT STOREFRONT SOFFIT. (N) PROVIDE J —BOX FOR SIGNAGE ABOVE STOREFRONT SOFFIT. SATE EXACT LOCATION IN FIELD. PROVIDE TWO r MMES TO CASHWRAP AREA FOR MILLWORK MOUNTED QUAD RECEPTACLE, PHONE AND DATA OUTLETS. COORDINATE EXACT LOCATION W/ MILLWORKER. PROVIDE J —BOX BEHIND SOFFIT FOR MILLWORK 11GHTBOXES BY OTHERS. COORDINATE EXACT LOCATION IN FIELD. PROVIDE J—BOX ON PILASTER FOR LIGHT ELEMENTS BY OTHERS. COORDINATE EXACT LOCATION IN FIELD. (N) ELECTRICAL PANELS. REFER TO ELECTRICAL DWGS. (N) FLOOR MOUNTED TRANSFORMER. REFER TO ELECTRICAL DWGS. (N) PHONE BOARD. REFER TO ELECTRICAL. DWGS. (N) LOCATION OF THERMOSTAT CONTROL, TIMER AND SWITCHES ON THE INSIDE OF EMPLOYEE ROOM. POWER PLAN NOTES 1' -10' 4'-6 5/8° 4'-6 5/8° 16'-4° 0 4'-0 5/8" A 10' -0" A.F.F. GYP BD SOFFIT —12150L-24,26® 4'-6 5/8° 12' -0" A.F.F. GYP BD CEILING 1' -10' 4'-6 5/8 4'-6 5/8' 10' -0" A.F.F. (TYP.) GYP BD SOFFIT 16'-61/2° 0 — T2I5OL -4 0 0 10' -0" A.F.F. GYP BD CEILING S (TYPICAL) p 10-0" A.F.F. GYP BD SOFFIT rim., ��r�il _.. r�ir�►riir ii��iif .......... _ ...... � ii�r»i _.... i�i�.�r»i�.� - - ��..rr� 2 PMArr�i» i�. Ira I P. MA NrMoIIIS si�s w.r»MAVAr weam �j�j 111 >* NEN HC DRESSING RM -3 T2ISOL- AI,I1,13 ESS G RM T2I3OL-3O 11-LE CEILING RETAIL T2ISOL -2I ,23,2521 A I- ,- .;!\ — i� 2�iiM,rM�s »>ariwrAmosirAwAloo rA rs mm -- HO RESTR EMPLO E RM T2I30L- I55,I7,Ia 14'I3' 4° 1' -10" 15' -0° 16'-4' 1' -10" 16'-4' 2' -31/8' 4'417/8" LIGHTING PLAN POWER PLAN SCALE: 1/4"=V-0" SCALE: 1/4 PLAN NOTES: I. ALL EQUIPMENT INDICATED ON ROOF IS WEATHERPROOF. 2. ALL OVERCURRENT PROTECTION TO BE SIZED PER EQUIPMENT NAMEPLATES. a ROUTE ALL CONDUITS TO ROOF -TOP UNITS WITHIN ROOF -TOP UNITS AND HORIZONTALLY THROUGH ATTIC SPACE. 4. VERIFY EXACT LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS. 5. ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY OF TUKWILA RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. S. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. RECEIVED MAY,i b2008 PERMIT CENTER KPM 0 0 0 O robinson hill architecture, inc. O A California Corporation 3195 —B Airport Loop Dr. O Costa Mesa, CA 92626 • tel. 714-825-8888 fax 714 -825 -8889 • web www.rhainc.net 0 0 0 ° This document, and the ideas and designs incorporated here —in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is O not to be used in whole or in part, for any other project without the written authorization of rho. This document is o not to br preproduced and /or modified in any way, nor shot any reproduction of this document be modified o without the prior written consent of rho. o This document has been prepared to describe proposed new work and does not necessorily represent as—built or 0 existing conditions. The Architect does not warrent, in any way, the accuracy of this information and that not be responsible for any discrepancy between this document o and the existing conditions. 0 O Project Name / Type ° 0 0 ° ° 0 ° 0 0 0 ° ° ° 0 0 0 0 0 0 0 02 ° 0 0 0 ° 0 ° 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 ° 0 0 0 0 Stamp ° 0 0 0 0 0 0 Submittal Dates 0 0 0 ° 0 01 ° 0 0 0 Rev. Description Date 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Engineers, Inc. fi ' � Sheet No.: 102 DISCOVERY ` °' Irvine, Ca. 92618 Tel: 949 - 450 -1229 e Fax. 949 -450 -1454 Contact: Lan Nguyen e —mail: Vann @rpmpe.com I EXPIRES MAY 1 3 2010 PRELIMINARY DESIGN SUBMITTAL 04.14.08 LL FINAL SUBMITTAL xxxca Job Number: o 8RHA167.C1 Date: O 04.14.08 ° Sheet Title: ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN E ;CLXX.XX � A 6' RECESSED INCANDES�fr 50W PAR 30 LlGfIT FIXTURE IN WHITE FINISH. FRONDED BY TENANT. ELCO: IEJ]IC— ELM30B _- DECORATIVE PENDANT MOUNTED AT XX' —Or A.F.F. CENTERED ABOVE CASHWRAP. PROVIDED BY TENANT. V o TRACK LIGH11NG W/ 50W PAR 20 LIGHT FIXTURE IN WHITE FINISH. PR ED BY TENANT. i. C STEP 1 DEZIGNS: #ST221 WHITE T -5 FLUORESCENT CONE LIGHT FIXTURE PROVIDED BY TENANT. METALUX: ism- 128T5- 120V —EBT i I I D E SUSPENDED T-8 FLUORESCENT LIGHT FIXTURE. FRONDED BY TENANT. METALUX:IDIM —N- 232 - 120 —EBB r /III "IV hi 2'4 'T.1 7) a'Ia•'e ]' ' VP «&r : -. " -k" ;. .I._ . ifir t 1 ► NIT. :T a'' :TT, I - POWER SOURCE FRONDED BY TENANT. ,1 1j, F ELCO UGHTING: G WALL / CEILING NT BNlAST RED EXIT SIGN W/ EDGE UT CLEAR ACRYIJC BLADE SIGN, GREEN LETTERS, AND BATTERY BACK —UP POWER SOURCE. FRONDED BY TENAANT. SURE — LIGHTS: jELX770GW, IWC770GC B EM RECESSED EMERGENCY UGI{ING UNIT W/ 90 MINUTE BATTERY PACK ROVIDED BY T PENANT. SUREUGH1S: IRG2 SERIES 01 STEREO SPEAKER LOCATION. PROVIDED BY TENANT. © STEREO SUB — WOOFER LOCATION. FRONDED l3f TENANT. TES LIGHTING PLAN LEGEND ELECTRICAL LIGHTING PLAN KEY NOTES 0 DENOTES SWITCH BANK 'A' CONSISTS OF SWITCHES: abc iefghgkl ✓ ROUTE CIRCUITS VIA SWITGHBANK 'A' O NOT USED ® ROUTE CIRCUIT VIA LIGHTING TIME CLOCK. SEE SWITCHING DIAGRAM ON SHIFT E -I FOR ADDITIONAL INFORMATION. ELECTRICAL POWER KEYED NOTES: 0 SAW GJT SLAB AS REQUIRED O DENOTES TELEPHONE BACKBOARD. PROVIDE In°C.I#6 CU.6N D. TO NEAREST C.Y. METAL PIPE. ® PROVIDE CEILING MOUNTED SHOW WINDOW RECEPTACLE. ▪ ROUTE CIRCUIT VIA LIGHTING TIME CLOCK. SEE SWITCHING DIAGRAM ON SHEET Ir -I FOR ADDITIONAL INFORMATION. V NOT USED. V PROVIDE CEILING MOUNTED J-BOX FOR CONNECTION TO VAV BOX. SEE MECHANICAL DRAWINGS FOR MORE DETAILS. V PROVIDE 3OA/2P HEAVY DUTY MOTOR RATED DISCONNECT SWITCH AND MAKE CONNECTION TO IHW-I. CONFIRM EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH SUPPLIER PRIOR TO ROUGH -IN. as WORK IN THIS AREA IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. C LANDLORD PROVIDED DISCONNECT QO PROVIDE 60A/50AF/2P DISCOMECT SWITCH AND MAKE CONNECTION TO UNIT. CONFIRM EXACT LOCATION AND i CTRICAL REQUIREMENTS WITH SUPPLIER PRIOR TO ROUGH -IN. 04 (N) 1 PAIR CLEAR TEMPERED HERCULITE DOORS W/ 10' HIGH METAL BASE AND MINIMAL CORNER STOPS AT RECESSED PIVOT HARDWARE. ALL HARDWARE TO BE BRUSHED STAINLESS STEEL FINISH. REFER TO A5.0. LIGHTING PLAN NO _ I3OL- 14,16® 2T-4 1/4' 2T-5 1/8' ISOL -IS,20 co a 2' -10 3/8° 4' -0° (TYPICAL) (TYPICAL) 9'-8 5/8° GYP BD CEILING 2' -10 3/8" 51 o T2I30L -S EQ EQ 2' -6° 5'4 7/8° 9'93/4° (TYPICAL) Y VARIED HEIGHT OPEN TO STRUCTURE 71/ ° 0 T2130L 22 2® 3'-1 1/4" 2' -3° A.F.F. GYP BD CEILING 01 02 03 04 05 06 07 08 09 10 4'-6 5/8" 4'-6 5/8° 4'-6 5/8° 0 4' -31/2' 24'-6 5/8' 1' -10" 16'-4' (N) PVC CONDUIT IN STOREFRONT ENTRY FLOOR FOR SENSOR SECURITY SYSTEM WIRES. 12' -0 " AF.F. GYP BD CEILING 3' -0" 2'-4 3/8" 4'-6 5/8" (TYPICAL,) (N) ISOLATED GROUND RECEPTACLE FOR SENSOR SECURITY SYSTEM TO BE MOUNTED ABOVE STOREFRONT SOFFIT. (N) CEILING MOUNTED DUPLEX OUTLET AT STOREFRONT SOFFIT. (N) PROVIDE J —BOX FOR SIGNAGE ABOVE STOREFRONT SOFFIT. SATE EXACT LOCATION IN FIELD. PROVIDE TWO r MMES TO CASHWRAP AREA FOR MILLWORK MOUNTED QUAD RECEPTACLE, PHONE AND DATA OUTLETS. COORDINATE EXACT LOCATION W/ MILLWORKER. PROVIDE J —BOX BEHIND SOFFIT FOR MILLWORK 11GHTBOXES BY OTHERS. COORDINATE EXACT LOCATION IN FIELD. PROVIDE J—BOX ON PILASTER FOR LIGHT ELEMENTS BY OTHERS. COORDINATE EXACT LOCATION IN FIELD. (N) ELECTRICAL PANELS. REFER TO ELECTRICAL DWGS. (N) FLOOR MOUNTED TRANSFORMER. REFER TO ELECTRICAL DWGS. (N) PHONE BOARD. REFER TO ELECTRICAL. DWGS. (N) LOCATION OF THERMOSTAT CONTROL, TIMER AND SWITCHES ON THE INSIDE OF EMPLOYEE ROOM. POWER PLAN NOTES 1' -10' 4'-6 5/8° 4'-6 5/8° 16'-4° 0 4'-0 5/8" A 10' -0" A.F.F. GYP BD SOFFIT —12150L-24,26® 4'-6 5/8° 12' -0" A.F.F. GYP BD CEILING 1' -10' 4'-6 5/8 4'-6 5/8' 10' -0" A.F.F. (TYP.) GYP BD SOFFIT 16'-61/2° 0 — T2I5OL -4 0 0 10' -0" A.F.F. GYP BD CEILING S (TYPICAL) p 10-0" A.F.F. GYP BD SOFFIT rim., ��r�il _.. r�ir�►riir ii��iif .......... _ ...... � ii�r»i _.... i�i�.�r»i�.� - - ��..rr� 2 PMArr�i» i�. Ira I P. MA NrMoIIIS si�s w.r»MAVAr weam �j�j 111 >* NEN HC DRESSING RM -3 T2ISOL- AI,I1,13 ESS G RM T2I3OL-3O 11-LE CEILING RETAIL T2ISOL -2I ,23,2521 A I- ,- .;!\ — i� 2�iiM,rM�s »>ariwrAmosirAwAloo rA rs mm -- HO RESTR EMPLO E RM T2I30L- I55,I7,Ia 14'I3' 4° 1' -10" 15' -0° 16'-4' 1' -10" 16'-4' 2' -31/8' 4'417/8" LIGHTING PLAN POWER PLAN SCALE: 1/4"=V-0" SCALE: 1/4 PLAN NOTES: I. ALL EQUIPMENT INDICATED ON ROOF IS WEATHERPROOF. 2. ALL OVERCURRENT PROTECTION TO BE SIZED PER EQUIPMENT NAMEPLATES. a ROUTE ALL CONDUITS TO ROOF -TOP UNITS WITHIN ROOF -TOP UNITS AND HORIZONTALLY THROUGH ATTIC SPACE. 4. VERIFY EXACT LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS. 5. ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY OF TUKWILA RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. S. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. RECEIVED MAY,i b2008 PERMIT CENTER KPM 0 0 0 O robinson hill architecture, inc. O A California Corporation 3195 —B Airport Loop Dr. O Costa Mesa, CA 92626 • tel. 714-825-8888 fax 714 -825 -8889 • web www.rhainc.net 0 0 0 ° This document, and the ideas and designs incorporated here —in, as an instrument of professional service, is the property of Robinson Hill Architecture, Inc. (rho), and is O not to be used in whole or in part, for any other project without the written authorization of rho. This document is o not to br preproduced and /or modified in any way, nor shot any reproduction of this document be modified o without the prior written consent of rho. o This document has been prepared to describe proposed new work and does not necessorily represent as—built or 0 existing conditions. The Architect does not warrent, in any way, the accuracy of this information and that not be responsible for any discrepancy between this document o and the existing conditions. 0 O Project Name / Type ° 0 0 ° ° 0 ° 0 0 0 ° ° ° 0 0 0 0 0 0 0 02 ° 0 0 0 ° 0 ° 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 ° 0 0 0 0 Stamp ° 0 0 0 0 0 0 Submittal Dates 0 0 0 ° 0 01 ° 0 0 0 Rev. Description Date 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Engineers, Inc. fi ' � Sheet No.: 102 DISCOVERY ` °' Irvine, Ca. 92618 Tel: 949 - 450 -1229 e Fax. 949 -450 -1454 Contact: Lan Nguyen e —mail: Vann @rpmpe.com I EXPIRES MAY 1 3 2010 PRELIMINARY DESIGN SUBMITTAL 04.14.08 LL FINAL SUBMITTAL xxxca Job Number: o 8RHA167.C1 Date: O 04.14.08 ° Sheet Title: ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN E ;CLXX.XX OMcheck Software Version 15.2 trirk Interior Lighting Application Worksheet 2006 IECC Report Date: Data fdenanle: W:50job20081RHA Robinson Hj MOB-003G l3eachWs5rks- Tukwilalmechttukwnla,cack Section 1: Allowed Lighting Power Calculation A Area Category Retail Allowance: Merchandise Display I Fix. ID: A Allowance: Merchandise Display I Fix. ID: C Section 2: Proposed Lighting Power Calculation A Fixture ID : Description I Lamp / Wattage Per Lamp 1 Ballast 317 Incandescent 1: A: RECESSED INCAN ! Indent 50W Incandescent 2: B: RECESSED INCAN I Incandescent 50W Incandescent 3: C: TRACK LIGHTS / Incandescent SOW Linear Fluorescent 1: E: STRIP LIGHT 148' T8 32W (Super T8) / Electronic Section 3: Compliance Calculation T B Floor Area ( 2530 C Allowed Waifs f ft2 1.5 625(a) 1.6 640(e) 1.6 Total Mowed Watts = (a) Area claimed must not exceed the Illuminated area permitted for this allowance type_ (b) Adtovvancs is (B x C) or the actual wattage of the fixtures given in Section 2, whichever is less. Project Title BEACHWORKS Data filename: Weinjob2OOBIRHA Robinson HI1508 -0030 Coachworks - Tukwila riechltukwila.eck O Allowed Wafts (B x CJ 3795 1000(b) 1024(b) 5819 B C d E Lamps/ 4 of Fixture (C X 0) Fixture Fixtures Watt, :; etf:'- : - 2750 1 3 50 150 1 50 50 2500 2 3 62 186 Total Proposed Watts = 5566 tf the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = Total Proposed Watts = Project Compliance = 5819 5586 233 interior Lighting PASSES= Design_4 %` bead _than code Report date: 05/01 /08 Page 3 of 3 2006 IECC Report Date: 05/01/08 Data filename: W:50job20085RHA Robinson Hilh08 -003G Beachworks - Tulcwila ck Section 1: Project Information Project Type: Addition Project Title : BEACHWORKS Construction Site: 633 SOUTHGENTER MALI_, SUITE 2130 TUKWILA, WA 98188 Section 2: General Information Building Use Description by: Activity Type Activity Typets) Retail Section 4: Compliance Statement Section 3: Requirements Checklist ❑ 6- Owner /Agent ° COMcheck Software Version 3.5.2 interior Lighting Compliance Certificate Floor Area 2530 Interior Lighting: ✓ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 5819 5586 YES Electronic high - frequency ballasts: Luminaires on emergency circuits or with no available pair. Designer/Contractor: ROBINSON HILL ARCHITECTS 3195 -B Airport Loop Dr. Costa Mesa. CA92626 714- 825 -8886 Controls, Switching, and Wiring: la 2. Independent controls for each space (switchfoccupancy sensor). EXceplions: Areas designated as security or emergency areas that must be canhnuously illuminated. Lighting in stairways or corridors that are elements of the means of egress, ❑ 3. Master swtich at entry to hotellrnotel guest room. ❑ 4. Individual dwelling units separately metered. IJ 5. Each space provided wilil a manual control to provide uniform fight reduction by at least 50 %. Exceptions: Only one luminaire in space; An occupant- sensing device controls the area: The area is a corridor, storeroom, restroom, public lobby or sleeping unit Areas that use less than on Watts/sq.ft. Automatic lighting shutoff control in buildings larger than 5,000 sq_ft. Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. ❑ 7. Photocelt/astronomical time switch on exterior fights. Exceptions: Lighting intended for 24 hour use. Tandem wired one -lamp and three -lamp ballasted luminaires No single -tamp ballasts). Project Title: BEACHWORKS Data filename: W :10job200$\RHA Robinson HON08 -003t3 Beachworks - Tuk7nrilacrnectetawila.cek Report date: 05/01/08 Page 1 of 3 Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The propoeed lighting system has been designed to meet the 2006 I ECC requirements in COMcheck Version 3.52 and to comply with the man. • . requirements in the Requirement IisL— Name -Tale wig .- tuF = Date Nib.= Project Title: BEACHWORKS Report date: 05101/08 Data filename: WeOjob20081RHA Robinson Hilft08 -00 3G Coachworks - Tutunritalrnecti\tukwla.cck Page 2 of 3 itPM 0 0 O O robinson hill architecture, inc, o A California Corporation O 3195 —B Airport Loop Dr. Costa Mesa, CA 92626 O tel. 714 - 825 -8888 fax 714 -825 -8889 o web www.rhainc.net 0 0 ° document, and the ideos and designs incorporated here -in, as on instrument of professional service, is the ° property of Robinson Hill Architecture, Irc, (rho), and is not to be used in whale or in part, for any other project without the written authorization of rho. This document is o not to br preproduced and /or modified in any way, nor shall any reproduction of this document be modified O without the prior written consent of rho. o This document has been prepared to describe proposed new work and does not necessarily represent as -built or o existing corditions. The Architect coes not torrent, in cry way, the accuracy of this information and shall not be responsible for any discrepancy between this document o and the existing conditions. 0 o Project Name / Type 0 0 ° O e 0 n 0 0 0 0 O e 0 0 0 O 0 ° 0 0 0 0 0 0 0 G 0 ° 0 0 O • 0 o u- O I- cc o z w 0 • w 0 0 o _ O F O z o Q o z w o 0 0 Stamp 0 0 0 0 0 O 0 O 0 Submittal Dates O 0 0 0 O 0 0 0 0 0 0 ° 0 0 ° 0 0 0 O 0 0 0 RECEIVED Job Number: MAY ,1 ° 2008 ° 8wHA1 r.C1 0 PERMIT CENTER o Date: 04.14.08 O 0 ° Engineers, inc Sheet No.: 102 DISCOVERY Irvine, Ca. 92618 '^A Tel. 949- 450 -1229 ext.203 :P. ti . Fax. 949 -450 -1454 Otek ' Contact: Lan Nguyen o wIRED e—mail: Iann@rpmpe.com w J zQ w � W QZO 0i W � h IL Y CO 2 w � PRELIMINARY DESIGN SUBMITTAL 04.14118 LL FINAL SUBMITTAL maw Rev. Description Sheet Title: • ENERGY COMPLIANCE -3 D ate MO= r' . I DETAIL SCALE: 1- 1/2° =1-0" pPce Beachworks WESTFIELD SOUTHCENTER TUKWILA, WA 98188 06.17.08 1 -HR FIRE RATED DEMISING WALL PERPENDICULAR TO DECK (E) CONCRETE FILLED METAL DECK CONT. SAFING MATERIAL @ VOIDS 12GA. X 4" X 15" LONG STRAPS @ 2' -0" O.C. ATTACHED TO METAL DECK AS REQUIRED. FIRE CAULK AND SEAL AS REQUIRED TO ACHIEVE 1 -HR FIRE RATING. 20GA. SLIP TRACK RUNNER ATTACHED TO STRAPS AS REQUIRED. METAL STUD FRAMING PER PLAN W/ i" TYPE "X" GYP BD ON BOTH SIDES. DO NOT ATTACH GYP BD TO SLIP TRACK. NOTE: LENGTH OF FASTENERS NOT TO EXCEED DEPTH OF DECK FLUTES 1 -HR FIRE RATED DEMISING WALL PARALLEL TO DECK robinson hill architecture, inc. 0 Copyright 2008 All Rim Reset ed RECEWED JUN �>qa livdi 1 c. ' =dw BUilLD1NU DEPARTMENT Ofet (E) CONCRETE FILLED METAL DECK CONT. SAFING MATERIAL @ VOIDS 12GA. X 4" X 15" LONG STRAPS @ 2' -0" O.C. ATTACHED TO METAL DECK AS REQUIRED. FIRE CAULK AND SEAL AS REQUIRED TO ACHIEVE 1 -HR FIRE RATING. 20GA. SLIP TRACK RUNNER ATTACHED TO STRAPS AS REQUIRED. METAL STUD FRAMING PER PLAN W/ i" TYPE "X" GYP BD ON BOTH SIDES. DO NOT ATTACH GYP BD TO SLIP TRACK. 0 4b Q A California Corporamn 3195 8 Airport Loop Dire Costa Mesa. California 92626 telephone:714.825,8888 DETAIL SCALE: 1- 1/2 " =1-0" Beachworks WESTFIELD SOUTHCENTER 622 SOUTHCENTER MALL. SUITE 2130 TUKWILA, WA 98188 06.17.08 • • 9 I FRAMING PERPENDICULAR TO DECK (E) CONCRETE FILLED METAL DECK 20GA. TRACK ATTACHED TO STRAPS AS REQUIRED. METAL STUD FRAMING PER PLAN. NOTE: LENGTH OF FASTENERS NOT TO EXCEED DEPTH OF DECK FLUTES 1 A FRAMING PARALLEL TO DECK robinson hill architecture, inc. A :alifcmm Corporation 3 i 95 B A rport Loco Drive Costa Mesa. California 92626 telepi one:714.825.8888 ® Copyright 2008 al Rights Reser ed (E) CONCRETE FILLED METAL DECK 12GA. X 4" X 15" LONG STRAPS © 2' -0" O.C. ATTACHED TO METAL DECK AS REQUIRED. 20GA. TRACK ATTACHED TO STRAPS AS REQUIRED. METAL STUD FRAMING PER PLAN. RED ECZ • LL OF WASHINGTON oil, , DETAIL 3 SCALE: 1- 1/2 " =1' -0" Beachworks WESTFIELD SOUTHCENTER 622 SOUTHCENTER MALL, SUITE 2130 TUKWLA, WA 98188 06.17.08 • ,a � ' a (E) 3" BRACING PERPENDICULAR TO DECK CONCRETE FILLED METAL DECK X 3" X 20GA. METAL ANGLE ATTACHED W/ 3 #8 TEK SCREWS. 3 5/8" 20GA. METAL BRACING @ 48" O.C. NOTE: LENGTH OF FASTENERS NOT TO EXCEED DEPTH OF DECK FLUTES BRACING PARALLEL TO DECK • robinson hill architecture, inc. 0 Copyright 2008 All Rims Peserved (E) CONCRETE FILLED METAL DECK 12GA. X 4" X 15" LONG STRAPS @ 2' -0" O.C. ATTACHED TO METAL DECK AS REQUIRED. 3" X 3" X 20GA. METAL ANGLE ATTACHED W/ 3 #8 TEK SCREWS. 3 -5/8" 20GA. METAL BRACING @ 48" O.C. TATE OF WASHINGTON 00 A California Ccrporaum 3 195 B Arport Loop Drive Costa Mesa, California 92626 telephone:7I 4 825.8888