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Home My WebLink AboutPermit D11-308 - PSF MECHANICALPSF MECHANICAL 13001 48 AV S EXPIRED 06-29-13 Di 1-308 Parcel No.: Address: Suite No: Project Name: City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov 0003000046 13001 48 AV S TUKW PSF MECHANICAL DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D11-308 01/06/2012 07/04/2012 Owner: Name: Address: HEARTWOOD PROPERTIES L L C 9322 14TH AVE S , SEATTLE WA 98108 Contact Person: Name: PATRICK LEMASTER Address: 109 BELL ST , SEATTLE WA 98121 Contractor: Name: P S F MECHANICAL, INC. Address: 9322 14TH AVENUE SOUTH , SEATTLE, WA 98108 Contractor License No: PSFMEI *090NZ Phone: 206 - 443 -0494 Phone: 206 764 -9663 Expiration Date: 10/03/2013 DESCRIPTION OF WORK: INTERIOR RENOVATION TO CONVERT EXISTING RETAIL SPACE INTO TYPE B OFFICE SPACE. SCOPE INCLUDES THE ADDITION OF NEW WINDOWS AND REPLACING THE EXISTING EXTERIOR GARAGE DOORS. Value of Construction: 1,050,000.00 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: II -B Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $13,945.02 2009 0008 * *continued on next page ** doc: IBC -7/10 D11 -308 Printed: 01 -06 -2012 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 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: Size (Inches): 0 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: LiQt Date: ( 6 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: i Print Name: / e Date: 0/— �� —/ 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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. doc: IBC -7/10 D11 -308 Printed: 01 -06 -2012 7: All construction shall be done in confornir with the approved plans and the require of the International Building Code or International Residential International Mechanical Code, Washingt ate Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 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) doc: IBC -7/10 D11 -308 Printed: 01 -06 -2012 25: Exit hardware and marking shall meet tillquirements of the International Fire Code. (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 m 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 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: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 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 sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 34: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206- 575 -4407 for ordering information. 40: 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. 41: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) doc: IBC -7/10 D11-308 Printed: 01 -06 -2012 42: Fire apparatus access roads "Fire Lanes" 1 be identified by painting the curb yellow a four inch wide line and block letters 18 inches high, painted in the l at fifty foot intervals, stating, "FIRE LANE N�iRKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 47: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 48: Prior to this TI final permit signoff Public Works permit PW 11 -103 addressing backflow deficiencies shall be finaled. doc: IBC -7/10 D11 -308 Printed: 01 -06 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.dov „,57rrm raiS xx�PPr 'i iantca1Permtt t>jing /Gas 4 Peru 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 ** SITEu1sO.CATIOr Site Address: 13001 48th Ave S 98168 Tenant Name: PSF Mechanical, Inc. Property Owners Name: Heartwood Properties LLC Mailing Address: 9322 14th Ave S King Co Assessor's Tax No.: 000300 -0046 Suite Number: Floor: New Tenant: ® Yes ❑ .. No Seattle, WA City State 98108 Zip CONTAtCTP E RSONt'`iv contact when your permit its ready tolbe Mat lip ah"0"'•.k,11 Marti`: '%fi Name: Patrick LeMaster Mailing Address: 109 Bell Street Day Telephone: (206) 443 -0494 Seattle WA 98121 E -Mail Address: plemaster @stockandassociates.com City State Fax Number: (206) 443 -0495 Zip P C NER IIT]RA"CTORVINFORiV1ATION G�M3�'v"iae.�3.�` ",t -aci 5 7' 9i^t 'IB�iN"^ °, YG P +Lm�Pin ( ontractoranformatto0oriMechamcall (pg 4) 1forpplumbing ,andeQasgPipingi.(pg 5)); Company Name: GLY Construction Mailing Address: 200 112th Ave NE, Suite 300 Contact Person: Todd Gill Bellevue WA E -Mail Address: todd.gill @gly.com Contractor Registration Number: City State Day Telephone: (425) 451 -8877 Fax Number: (425) 453 -5680 Expiration Date: 98008 Zip r q. � r+ �, ��wu a 0' IIID ∎ Ewa &'DDI,Mer ,I 67140,6'00 °ARCHITECT OF RECORD AIl plans ;must bei stamped'byiArtchitect4offRecord bpd pt Company Name: Stock and Associates Mailing Address: 109 Bell Street Seattle WA 98121 Contact Person: Patrick LeMaster E -Mail Address: plemaster @stockandassociates.com City State Day Telephone: (206) 443 -0494 Fax Number: (206) 443 -0495 Zip R'E GINEEROFF RECORD Alt plans must:be sta p dibyEnganeer,oftRecord Company Name: There is no proposed structural modifications Mailing Address: Seattle Contact Person: E -Mail Address: HA'Applications\Forms- Applications On Line \2010 Applicationst7 -2010 - Permit Application.doc Revised, 7 -2010 hh City Day Telephone: Fax Number: State Zip Page 1 of 6 `�BUILDINGPERMIT.I }N FORMAT�IUN2064313670 Valuation of Project (contractor's bid price): $ '1,050,000.00 Existing Building Valuation: $ 2,463,500.00 Scope of Work (please provide detailed information): Interior renovation to convert existing retail space into type 'B' office space. Scope includes the addition of new windows and replacing the existing exterior garage doors. Will there be new rack storage? ❑ Yes m.. No if yes, a separate permit and plan submittal will be required. .� s+ - `•"pRsx ..,u ,� sw rlsa , a,i 7660 att t:"Yr1'a tie ia0I.I1M61 e ProvItde All Buildmg Areastm SquaredFootage Below r�'4t4 ' F'I'i dttlf `... C' a ,a` ' di' £f,dz .t NImateett'." ip., r. � ,s . I Existing r :. z 1t .�'.- .. Intereo r.;Remodel _ y Addition to . xi ruu g Structo re — Costructonper ype of , , I C - up Type o x* Occan r 1Bs 0).F [ VP' +Flog 21,287 21,287 11 B 'B' office ]06 �!, 13,073 13;073 11 B 'B' office 3 Floor fi '.''g" s ' ) iBasement Pary r . r ccessory bStructure* � ? FAt''tached Garage 4Detached Garage Atiaclied Carport iDetached Carportt°j Covered Deck , irtr ,�. ncoveredA:riel 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: 45 Compact: 17 Handicap: 3 Will there be a change in use? m Yes ❑ No If "yes ", explain: Retail to office FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage,or use of flammable, combustible orhazardous materials in the building? ❑ Yes No If "yes', attach list of materials and, storage locutions on ,a separate 8 -1 /2 "x I1 " 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. I :Apphcattons '•Forms - Applications On l ine'.2010 Appl icanons'•7 -2010- Permit App] ication.doc Revised: 7 -20 t bh Page 2 of 6 PUBIC OUR P.ERMtr®RiVIATgION 2064330179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton 0-.. Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 _rare" H 'NICALL PERMIT INFORMATION 2064431x `-'3670° • MECHANICAL CONTRACTOR INFORMATION Company Name: PSF Mechanical, Inc. Mailing Address: 9322 14th Ave S Seattle WA 98108 Contact Person: Jim Reynolds E -Mail Address: jeynolds @psfinech.com Contractor Registration Number: City State Day Telephone: (206) 826 -3540 Fax Number: (206) $26 3541 Zip Expiration Date: 10/03/2011 Valuation of Mechanical work (contractor's bid price): $ 413,901 Scope of Work (please provide detailed information): Tenant improvement of existing building. New air conditioning unit and fan terminal units. New ventilation systems. Use: Residential: New .... ❑ Commercial: New ....0 Replacement .... ❑ Replacement ..•• m Fuel Type: Electric m Gas.... I Other: Hybrid Electric Fan Terminals / Gas Unit Indicate type of mechanical work being installed and the quantity below: Unit 'Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM 1 Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 1ati 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 34 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 8 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 1 Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator— Comm/Ind H:` Applications `,Forms- Applicai ions On Line2010 Applications 7-2010 - Permil Application.doc Revised: 7 -2010 bh Page 4 of 6 PLrUMBING ANI) GtAS PIPING P ERMhT I MIBIATI0N 206-431 eio PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 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): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: .k. j fEizture «Tiype Nom' ,.,Qty .F,`DDR. Eixture+ype; fQf} ale"- ran, -Y ,,M. tEixtureTaype r ;._ . EQ y"ixtuesgype: ' to. `'�..YZ'41.. -+c Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bb Page 5 of 6 PERMIi4T PLI = ATIION NOTES Applicable tto all petmattsfin hts`applt ation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW11 ERII[TR AUTHORIZED AGENT: Signature: Si�l I - 1 Print Name: e -ie1L L �i* iz. Mailing Address: /0 7 i tt ST1 T Date: ! - G • Zo 'l Day Telephone: Ali • Li 45 • Q`(f 561) -rrttc City I State Zip Date Application Accepted: Date Application Expires: 3- 0- (.), Staff Initials: H :''Applications \Forms - Applications On Line'2010 Application0-2010 - Permit Application. doc Revised: 7 -2010 bh Page 6 of 6 • • �J,�� ►la wq�, City of Tukwila C J \fr � I90a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0003000046 Address: 13001 48 AV S TUKW Suite No: Applicant: PSF MECHANICAL RECEIPT Permit Number: D11 -308 Status: APPROVED Applied Date: 09/08/2011 Issue Date: Receipt No.: R12 -00058 Payment Amount: $7,597.59 Initials: WER Payment Date: 01/06/2012 04:00 PM User ID: 1655 Balance: $0.00 Payee: PSF MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 103295 7,597.59 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $7,597.59 7,593.09 4.50 doc: Receiot -06 Printed: 01 -06 -2012 0 �J��ILA wqs City of Tukwila yy Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.2ov Parcel No.: 0003000046 Address: 13001 48 AV S TUKW Suite No: Applicant: PSF MECHANICAL RECEIPT Permit Number: D11 -308 Status: PENDING Applied Date: 09/08/2011 Issue Date: Receipt No.: R11 -01959 Payment Amount: $855.71 Initials: WER Payment Date: 09/08/2011 02:22 PM User ID: 1655 Balance: $7,597.59 Payee: PSF MECHANICAL INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 101758 855.71 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 855.71 Total: $855.71 doc: Receiot -06 Printed: 09 -08 -2011 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.TukwilaWA.gov Parcel No.: 0003000046 Address: 13001 48 AV S TUKW Suite No: Applicant: PSF MECHANICAL RECEIPT Permit Number: D11 -308 Status: PENDING Applied Date: 09/08/2011 Issue Date: Receipt No.: R11 -01958 Payment Amount: $5,491.72 Initials: WER Payment Date: 09/08/2011 02:21 PM User ID: 1655 Balance: $8,453.30 Payee: PSF MECHANICAL INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 101758 5,491.72 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 5,491.72 Total: $5,491.72 doc: Receiot -06 Printed: 09 -08 -2011 FILE C PY Permit NO. P .. MEMORANDUM To: To Whom It may Concern Date: 9/6/11 Company: Tukwila Building Dept Project: Energy Code From: B Joel Smith, P.E. Location: Tukwila, Washington Subject: Tenant Improvement 13001 46th Street S Tukwila, WA Project/Memo# CM- 2050 -001 After reviewing the Washington State Energy code it is my opinion that the tenant improvement from the Harley Davidson to PSF Mechanical space should be classified as an interior tenant alteration to and existing building. As such, the existing building envelope would not be subject to the 2009 energy code. For review, I believe the relevant 2009 Washington State Energy Code is section 1132.1 Exception 1132.1 Building Envelope: Alterations or repairs shall comply with nominal glazing requirements in Table 13 -1 or 13 -2. EXCEPTIONS: 1. Storm windows installed over existing glazing. 2. Glass replaced in existing sash and frame provided that glazing is of U- factor. 3. For solar heat gain coefficient compliance, glazing with a solar heat gain coe equal to or lower than that of the other existing glazing. 4. Existing roof /ceiling, wall or floor cavities exposed during construction provided that these cavities are insulated to full depth with insulation having a minimum nominal value of R -3.0 per inch installed per Sections 1311 and 1313. 5. Existing walls and floors without framing cavities, provided that any new cavities added to existing walls and floors comply with Exception 4. 6. Existing roofs where the roof membrane is being replaced and a. The roof sheathing or roof insulation is not exposed; or b. If there is existing roof insulation below the deck. In no case shall the energy efficiency of the building be decreased. It is not the general contractor's intention to expose any exterior roof or wall cavity. The owner acknowledges that where this situation might occur, the exterior wall or roof D I�- 308 "Trusted to be the Better Choice' RECEIVED SEP 0 8 2011 PERMIT CENTER PSF Mechanical, Inc. 9322 14th Avenue South Seattle, WA 98108 -5102 T 2.06.764.9663 F 206.762.8381 psfrnechanical.corn MEMO 2050 -001 •13001 46th Street S Tukwila, WA Page 2of2 would need to be insulated to full depth with insulation having a minimum nominal value of R -3.0 per inch. We believe the walls already meet this criteria, the roof does not. The owner wishes to add some exterior windows to improve the daylighting effect. This is a modification to the exterior envelope and will comply with the required R- values and glazing requirements using the "prescriptive requirements" of the 2009 Washington State Energy Code Table 13 -1. The proposed glass will have a minimum U Factor of 0.40 and a SHGC of 0.45. The present square foot of glass is 818 square feet. The gross exterior wall is 12,996 square feet.; which is 6.3% of the exterior wall total. The architectural drawings show adding 1,372 additional square feet of glass fora total of 2,190 square feet or 16.9% of exterior wall. This is will below the 40% maximum allowed. The heating and cooling system will be a ground mounted, variable volume roof top package unit with a gas fired burner. The temperature control zones will be fan terminal units with electric reheat coils. All mechanical equipment will meet or exceed all energy code efficiencies and requirements. For reference, attached is the September 16, 1999 Letter to Mr Bob Benedicto /Plans Reviewer showing that the 1997 Target UA Calculations were exceeded by the Proposed UA Calculations. The building passed the 1997 Washington State Energy Code. 16 September 1999 Department of Community Development Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 Attn.: Mr. Bob Benedicto / Plans Reviewer Re: Harley- Davidson Showroom & Shop 13001 48th Street Ave. S. Tukwila, WA — Building Division Review (September 14,1999) Application No.: D99 -0259 ROSS ARCHI RDA BECKMAN ARCHITECT TECTURE / PLANNING Mr. Benedicto : This letter is in response to your review as dated above. The following corresponds with each of your comments as follows: 1. Horizontal reinforcement is added as shown on detail 9/a1.1 (refer to attached "A "). 2. Curb ramps are added to site plan al (refer to attached "B "). 3. Wall type `w5' is the one -hour wall exterior wall assembly, which notes as part of the assembly: the rated column (X524) and the rated exterior wall (U489). We have revised the wall type `w5' to clarify the exterior wall rating (refer to attached "C "). 4. The "Fabrication Shop" has switched location with the "Custom Shop 1 ". The previous "Fabrcation Shop" location is now a "Storage" room with an occupancy S -1. The 1 -hour separation have been revised accordingly (refer to attached sheet a2 & a2.1). 5. The "Fabrication Shop" as occupancy H-4 applies to the exception on 1997 UBC Section 1007.4.1. 6. The door schedule is revised to reflect the one -hour issue (refer to attached sheet a8). 7. The review is acknowledged. RECEIVED 8. Revised detail 3/a9.1 to include note compliance with 1997 UBC Section 509 (refer to CITY OF TUKWILA attached "D "). S F p 1 6 1999 9. The square footage of the "Conference" room has been revised to reduce the load to 49 (refer to attached sheet a2.1). 10. Resubmitting another copy (refer to attached "E "). PERMIT CENTER 11. Resubmitting another copy (refer to attached "E "). 12. Ventilation requirements will be meet when the mechanical set is submitted We thank you for your time and cooperation. Sincerely, ndonedo Ross Deckman Architect 9813.7 cc: Brett Jacobsen / FNW 4121 SO. MERIDIAN SUITE 2B PUYALLUP, WASHINGTON 98373 TEL 253 840 9405 FAX 840 9503 RDArchitect @compuserve.com • ROSS Downtown Harley- Davidson ARCM Tukwila, Washington 1997 Washington State Energy Code, First Edition Energy Code Compliance using Component Performance Option (Nonresidential), Table 13 -1 RDA DECKMAH ARCHITECT TECI88EIPIAMNIIC Heating by Other Fuels (Gas) Target U value Area/Lin. Ft. UA Proposed U value Area/Lin. Ft. UA Notes Other Roofs 0.050 18,924.00 946.20 Other Roofs (flat) 0.050 2,331.20 116.56 Opaque Walls 0.140 11,899.01 1,665.86 Opaque Doors (insulated) 0.600 40.00 24.00 Opaque Doors (non- insul.) 0.600 240.00 144.00 Slab on Grade (F value) 0.540 20,571.20 11,108.45 Glazing % 0-15% Glazing U -value (vert.) 0.900 817.79 736.01 Glazing U -value (o.h.) 1.450 0.00 0.00 SHGC (max.) 1.000 14,741.08 glazing/gross wall area = 817.79 sq. ft. / 34,421 sq. R = 2.37% 0.068 18,924.00 1,288.72 1 0.063 2,331.20 146.87 2 0.079 11, 899.01 940.02 3 0.600 40.00 24.00 4 1.200 240.00 288.00 5 0.540 20,571.20 11,108.45 6 2.37% 0.750 817.79 613.34 7 1.450 0.00 0.00 8 1.000 Notes: 1) R -19 bats insulation in steel framed roof assembly, verify type with metal building provider 2) R -15 rigid insulation on steel framed roof assembly 3) Faced fiberglass batt insulation (R -19) suspended between structural frame. Metal covering sheets fastened directly to frame. 4) Default insulated metal 5) Default uninsulated metal (roll -up doors) 6). R -10 rigid insulation at perimeter (new & existing) 7) Default double - glazed w/ 1/2" airspace (fixed), Windows and storefront door 8) No overhead glazing 14,409.40 Actual U- values are not known at this time. When the windows and doors are selected all units shall meet the above noted U -value requirements OR a new calculation shall be completed to show compliance. 9813b.xls, 319199 4121 SO. MERIDIAN SUITE 28 PUYALLUP.. WASHINGTON 98373 TEL 253 840 9405 FAX 840 9503 ROArchitect@comouserve.com • ROSS ARCM • Downtown Harley- Davidson Tukwila, Washington Lighting Budget Report 1997 Washington State Energy Code Lighting Power Allowance Option Interior Lighting, Second Floor Space EcluiPment Men's Restroom Women's Restroom Conference Office #1 Office #2 Office #3 Office #4 Storage #1 Storage #2 Storage #3 Hall Mezzanine Area in sq. it. 29.30 130.10 125.80 751.10 418.40 222.20 222.20 278.00 178.80 2,352.30 5,706.90 162.60 1,263.90 Allowable watts/sq. R n/a 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.50 0.50 0.50 120 1.20 "Total Total Allowable Wattage Notes RDfl. • BECKMAN ARCHITECT. TECTUBEIPIANMIMC n/a Space is exempt from lighting requirement 156.12 150.96 901.32 502.08 266.64 266.64 333.60 89.40 1,176.15 2,853.45 195.12 1,516.68 8,408.16 Alternative to above (Prescriptive): Spaces for which the allowable watts/sq. R is 0.80 W/ sq. R or greater can use an unlimited number of fixtures provided the installed fixtures are one- or two- lamp non - lensed, fluorescent fixtures fitted with T -5, T-6, T-8 or PL type lamps with 5 to 50 watts and electronic ballasts. A maximum of 5% of installed fixtures per space need not be ballasted and may use any type of lamp. (Section 1521 of 1997 WSEC) 4121 SO. MERIDIAN SUITE 28 PUYALLUP. WASHINGTON 98373 TEL 253 840 9405 FAX 840 9503 RDArcmrecr 1)comou;erve corn 981311xb,4/6/99 ROSS ABCHI ro Downtown Harley- Davidson Tukwila, Washington Lighting Budget Report 1997 Washington State Energy Code Lighting Power Allowance Option Exterior Lighting Perimeter Lighting On Parking Sidewalks Perimeter in feet/Sq. Ft. 20,571.20 37,403.70 1,878.60 Interior Lighting, First Floor Space Custom Shop #1 Custom Shop #2 Fabrication Shop Fabrication Shop Dyno Service Service Lounge Service Office Restroom Closing #1 Closing #2 Showroom Showroom Parts Shipping & Receiving Janitor Hall Men's Restroom Women's Restroom Dressing Dressing Stair @ Showroom Stair @ Janitor Area in sq. ft. 682.50 758.90 902.50, 889.20 123.70 2,905.90 913.80 175.80 54.60 147.80 147.80 5,176.30 3,329.50 2,314.30 149.00 55.70 133.80 89.80 88.90 42.10 44.00 84.40 96.00 Allowable watts/lin. ft. 7.5 0.2 0.2 Total Allowable watts/sq. ft. 2.30 2.30 2.30 2.37 1.50 • 1.50 1.00 1.20 1.20 1.20 1 .20 1.50 1.55 1.50 1.50 0.50 1.20 1 .20 1 .20 1.50 1.50 1.20 1.20 Total Total Allowable Wattage 154,284.00 7,480.74 375.72 162,140.46 Notes R.IIA • BECKMAN ARCHITECT. TECIBBEIPIANNING Total Allowable Wattage 1,569.75 1,745.47 2,075.75 2,107.40 185.55 4,358.85 913.80 210.96 65.52 177.36 177.36 7,764.45 5,144.08 3,471.45 223.50 27.85 160.56 107.76 106.68 63.15 66.00 101 .28 115.20 30,939.73 Notes Allowable wattage increased due to average ht. of 21.5' Allowable wattage increased due to average ht. of 21.5' Alternative to above (Prescriptive): Spaces for which the allowable watts/sq. R is 0.80 W/ sq. ft. or greater can use an unlimited number of fixtures provided the installed fixtures are one- or two- lamp non - lensed, fluorescent fixtures fitted with T -5, T-6, T-8 or PL type lamps with 5 to 50 watts and electronic ballasts. A maximum of 5% of installed fixtures per space need not be ballasted and may use any type of lamp. (Section 1521 of 1997 WSEC) 4121 SO. MERMAN SUITE 28 PUYALWP. WASHINGTON 98373 TEL 253 840 9405 FAX 840 9503 RDArcnrtect comoj;etve corn 981311.48.4/W99 23 September 1999 Department of Community Development Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 Attn.: Mr. Bob Benedicto / Plans Reviewer Re: Harley- Davidson Showroom & Shop 13001 48th Street Ave. S. Tukwila, WA — Building Division Review (September 14,1999) Application No.: D99 -0259 ROSS ARCHI RDA DECNMAN ARCHITECT TECTUREIPLANNING Mr. Benedicto : This letter is to clarify our submitted Lighting Budget Report (9.22.99). A copy of which is enclosed (refer to attached `A'). The referenced building will meet the Lighting Power Allowance as prescribed by the 1997 Washington State Energy Code. In areas of the building which qualify for the Prescriptive Lighting Option, that option will be utilized We thank you for your time and cooperation. Sincerely, J. Mondonedo Ross Deckman Architect cc: Brett Jacobsen / FNW RECENED CITY OF TUKWILA SEP 2 4 1999 PERMIT CENTER CORRECTION LTR# 9813.8 4121 SO. MERIDIAN SUITE 2B PUYALLUP,, WASHINGTON 98373 TEL 253 840 9405 FAX 840 9503 RDArchitect @compuserve.com Downtown Harley- Davidson Tukwila, Washington Lighting Budget Report 1997 Washington State Energy Code Lighting Power Allowance Option Exterior Lighting Perimeter Lighting Open Parking Sidewalks Perimeter in feet/Sq. Ft. 20,571.20 37,403.70 1,878.60 Interior Lighting, First Floor Space Custom Shop #1 Custom Shop #2 Fabrication Shop Fabrication Shop Dyno Service Service Lounge Service Office Restroom Closing #1 Closing #2 Showroom Showroom Parts Shipping & Receiving Janitor Hall Men's Restroom Women's Restroom Dressing Dressing Stair @ Showroom Stair @ Janitor Area in sq. ft. 682.50 758.90 902.50 889.20 123.70 2,905.90 913.80 175.80 54.60 147.80 147.80 5,176.30 3,329.50 2,314.30 149.00 55.70 133.80 89.80 88.90 42.10 44.00 84.40 96.00 Allowable watts/lin. ft. 7.5 0.2 0.2 Total Allowable watts/sq. ft. 2.30 2.30 2.30 2.37 1.50 1.50 1.00 1.20 1.20 1.20 1.20 1.50 1.55 1.50 1.50 0.50 1.20 1.20 1.20 1.50 1.50 1.20 1.20 Total Total Allowable Wattage 154,284.00 7,480.74 375.72 162,140.46 ROS ARM Notes RDA. • BECKMAN ARCHITECT TECTURE /PEANNING Total Allowable Wattage Notes 1,569.75 1,745.47 2,075.75 2,107.40 Allowable wattage increased due to average ht. of 21.5' 185.55 4,358.85 913.80 210.96 65.52 177.36 177.36 7,764.45 5,144.08 Allowable wattage increased due to average ht. of 21.5' 3,471.45 223.50 27.85 160.56 107.76 106.68 63.15 66.00 101.28 115.20 30,939.73 CORRECTION LTR #_ Alternative to above (Prescriptive): Spaces for which the allowable watts/sq. R is 0.80 W/ sq. ft. or greater can use an unlimited number of fixtures provided the installed fixtures are one- or two - lamp non - lensed, fluorescent fixtures fitted with T -5, T-6, T-8 or PL type lamps with 5 to 50 watts and electronic ballasts. A maximum of 5% of installed fixtures per space need not be ballasted and may use any type of lamp. (Section 1521 of 1997 WSEC) 981311,ds,9/22/99 .A� 4121 SO. MERIDIAN SUITE 2B PUYALLUP. WASHINGTON 98373 TEL 253 840 9405 FAX 840 9503 RDArchitect @compuserve.com • Downtown Harley- Davidson Tukwila, Washington Lighting Budget Report 1997 Washington State Energy Code Lighting Power Allowance Option Interior Lighting, Second Floor Total Allowable Allowable Space Area in sq. ft. watts/sq. ft. Wattage Notes ROSS INCHI non • BECKMAN ARCHITECT TECTURE /PLANNING Equipment 29.30 n/a n/a Space is exempt from lighting requirement Men's Restroom 130.10 1.20 156.12 Women's Restroom 125.80 1.20 150.96 Conference 751.10 1.20 901.32 Office #1 418.40 1.20 502.08 Office #2 222.20 1.20 266.64 Office #3 222.20 1.20 266.64 Office #4 278.00 1.20 333.60 Storage #1 178.80 0.50 89.40 WV TUKV4tA Storage #2 2,352.30 0.50 1,176.15 Storage #3 5,706.90 0.50 2,853.45 SEP 2 4 1999 Hall 162.60 1.20 195.12 Mezzanine 1,263.90 1.20 1,516.68 IYbi iwil1 C~ A Total 8,408.16 Alternative to above (Prescriptive): Spaces for which the allowable watts/sq. ft. is 0.80 W/ sq. ft. or greater can use an unlimited number of fixtures provided the installed fixtures are one- or two- lamp non - lensed, fluorescent fixtures fitted with T -5, T-6, T-8 or PL type lamps with 5 to 50 watts and electronic ballasts. A maximum of 5% of installed fixtures per space need not be ballasted and may use any type of lamp. (Section 1521 of 1997 WSEC) 0 98131Lx149/22!99 11 A. CORRE TION LTR# 4121 SO. MERIDIAN SUITE 2B PUYALLUR WASHINGTON 98373 TEL 253 840 9405 FAX 840 9503 RDArchitect @compuserve.com 9 June 25, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jim Reynolds PSF Mechanical Inc. 9322 14 Avenue S Seattle, WA 98108 -5102 RE: Request for Permit Extension Development Permit D11 -308 PSF Mechanical — 13001 48 Av S Dear Mr. Reynolds, This letter is in response to your written request for extension to Permit Number D11 -308. The Building Official has reviewed your letter as well as the dates of submittal, approval, and issuance of this permit. It has been determined that no extension will be made at this time. Consequently the expiration date for this permit remains as June 29, 2013. When it is determined that the construction will indeed move forward, a new application along with plans, specifications, and fees will be required. If you have any concerns or questions, feel free to contact me or Bob Benedicto, our Building Official, in the Permit Center at 206 431 -3670. Sincerely, r, (Jennife ,Perrrilt File: Permit No. D 11 -308 W:\Permit Centet\Extension Letters \Denials\Permits\2011\D11 -308 Extension Denial.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 -431 -3665 1 p5F Building Relationships. Creating Environments. June 11, 2013 Jennifer Marshall City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Permit No. D11 =308 extension request Dear Ms: Marshall, We have requested extensions on these permits a couple of times to date. With your approval PSF Mechanical would like t� request one more, our intent is to begin work this fall and occupy the building early 2014. Sincerely, PSF MECHANICAL, INC. 71 im Reynoi`ds President RECEIVED CITY OF TUKWILA JUN 1 7 2013 PERMIT CENTER �p aflv►k j 9322 14 "' Avenue South tel (206) 764 -9663 PSFMechanical? seaitie; WA 98108 -5102 fix t2061762 =8381 psfinechanical.com 05 -01 -2013 City of :' ukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director PATRICK LEMASTER 109 BELL ST SEATTLE WA 98121 RE: Permit No. D11 -308 PSF MECHANICAL 13001 48 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 06/29/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 06/29/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File: Permit File No. D11 -308 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 November 21, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jim Reynolds PSF Mechanical, Inc. 9322 14 Ave S Seattle, WA 98108 -5102 RE: Request for Extension #2 Development Permit No. D11 -308 PSF Mechanical —13001 48 Av S Dear Mr. Reynolds, This letter is in response to your written request for an extension to Permit Number D11 -308. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through June 29, 2013. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, / SAN Je ifer Marshall Pe rr it Technician File: Permit No. DI 1 -308 W :\Permit CenterlExtension LetterslPermits110111D11 -308 Permit Extension #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206- 431 -3665 November 9, 2012 Nov 14 20121 D ELOPN T City of Tukwila, Department of Community Development Mr. Bill Rambo 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Permit Number D11 -308 Extension request Dear Mr. Rambo, PS F Building Relationships. Creating Environments. We have received your letter stating our building permit has not received final inspection. Due to severe economic conditions plaguing the construction industry we have not yet started this project. We are submitting this request for your approval in extending the permit expiration date for as long as possible. Thank you for considering this extension. Sincerely, PSF MECHANICAL, INC. Jim Rey Preside Doc: Permit Number D11 -308 Extension request Cc: K.G. oe m/zotz Q>110 1E12)1. II- bc\-- t7A PSFMechanical`_ p ' 9322 14'^ Avenue South tel (206)764 -9663 sfinechanical.com Z Seattle, WA 98108 -5102 fax (206) 762 -8381 11 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director PATRICK LEMASTER 109 BELL ST SEATTLE WA 98121 RE: Permit No. D11 -308 PSF MECHANICAL 13001 48 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/31/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/31/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --,Ako Bill Rambo Permit Technician File: Permit File No. DI 1 -308 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206-431-3665 June 11, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jim Reynolds PSF Mechanical, Inc. 9322 14 Ave S Seattle, WA 98108 -5102 RE: Request for Extension Development Permit No. D11 -308 PSF Mechanical —13001 48 Av S Dear Mr. Reynolds, This letter is in response to your written request for an extension to Permit Number D11 -308. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through December 31, 2012. If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. DI 1 -308 als W:\Pennit Center\Extension Letters \Permits\2011\D11 -308 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila, Department of Community Development Mr. Jack Pace, Director 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Permit No D11 -308 at 13001 48th Ave S. Tukwila, WA Dear Mr. Pace, We received your letter regarding Permit No. D11 -308 due to expire on 7/04/2012. Due to slower than expected business we have had to delay the start of construction and therefore submit this request for the one -time extension of 180 days for your approval: Sincerely, PSF MECHANICAL, INC. /Jim Reynolds President Doc: Permit No. D11 -308 at 13001 48th Ave S. Tukwila, WA Cc: "Trusted to be the Better Choice" 4'9 ft HAI/ 2 lll1 -06\001 ,,e0t6$401 Igo date 4etig Wes PSF Mechanical, Inc. 9322 14th Avenue South Seattle, WA 98108 -5102 T206.764.9663 F206.762:8381 psfineahanical,com 06 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director PATRICK LEMASTER 109 BELL ST SEATTLE WA 98121 RE: Permit No. D11 -308 PSF MECHANICAL 13001 48 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/04/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 07/04/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, nni r Marshall P t Technician File: Permit File No. D11 -308 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 STOCK &ASSOCIATES architecture. interiors 109 Bell Street Seattle, Washington 98121 Telephone: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com Date: 23 November, 2011 TRANSMITTAL To: Tukwila Building Division Attn: Alan Metzler, Jaimie Reavis, Joanna Spencer, - Plans Examiner(s) 206 - 431 -3670 (phone) (fax) From: Patrick LeMaster Subject: Permit Corrections - Permit # D11 -308 Project Name: PSF Tenant Improvement. Project No.: 10009 -02 For your review & eamments0 For your iafarmation & records0 Per your request 0 Enc %sed 0 Under separate cover Enclosed you will find (4) copies of the revised sheets G0.1 (Cover sheet / Site Plan) The revisions are highlighted (clouded) and are in response to Fire Prevention Bureau item #1 and Planning Division Items #'s 1, and 2 see below. Fire Prevention Bureau: Item 1. "The new HVAC equipment with bollards /screen on the west side of the building impinges on the minimum width of 20ft. fire access. Please submit a revised site plan which shows minimum 20ft. wide access. RESPONSE: See revised sheet G0.1 — Site plan for the critical dimension. Planning Division Comments: Item 1. "Per Figure 18 -7 of the Tukwila Zoning Code, the required number of parking space for office buildings is 3 spaces for each 1,000 square feet of usable floor area. There are a total of 65 parking spaces on the project site. For 32,9 -1 square feet of office space, approximately 90 parking spaces are required. In order to meet the parking requirements there are several options to explore: CORRECTION LTR #� D V- 308 RECEIVED NOV 28 2011 PERMIT CENTER • • RESPONSE: I have re- calculated the "Usable Floor area" per 18.06.863 which allows for removing corridors, restrooms, elevator shafts, stairs, and mechanical rooms. Based on the area of the floor plans including the "future office" in the mezzanine I've calculated a total req'd parking of 68 spaces. See revised sheet G0.1 for revised parking requirements. Item #2 "General notes on Sheet A5.1 state that the existing metal wall panels, existing steel canopy, and existing exterior doors will be repainted. Please provide information on paint colors to be used to repaint different areas of the building. RESPONSE: See attached paint color samples for proposed paint colors. Public Works Department Comments: All public works comments have been addressed in the plumbing permit drawings which were submitted separately. If you have any questions / concerns please let me know. Sincerely, Patrick LeMaster 206 - 443 -0494 plemaster @stockandassociates.com 2 1 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 1, 2011 Patrick LeMaster 109 Bell Street Seattle, WA 98121 RE: Correction Letter #1 Development Permit Application Number D11 -308 PSF Mechanical, Inc —13001 48 Av S Dear Mr. LeMaster, 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 Fire, Planning, and Public Works Departments. At this time the Building Department has no comments. If you have questions regarding the attached memos, please contact the correct individual per the following information: Fire Department: Alan Metzler at 206 971 -8718 Planning Department: Jaimie Reavis at 206 431 -3659 Public Works Department: Joanna Spencer at 206 431 -2440 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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, ifer Marshall it Technician File .. DI1 -308 W:\Permit Center\Correction Letters\2011\D11 -308 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Fire Prevention Bureau Review Memo • Tukwila Fire Prevention 13ureau Al Metzler, Fire Project Coordinator Project Name: PSF Mechanical Address: 13001 48th Ave S Permit #: D11 -308 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. The new HVAC equipment with bollards /screen on the west side of the building impinges on the minimum width of 20 ft. fire access. 2. Please submit a revised site plan which shows minimum 20 ft. wide access. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. t DATE: APPLICANT: RE: ADDRESS: • PLANNING DIVISION COMMENTS October 31, 2011 Patrick LeMaster D11-308 PSF Mechanical 13001 48th Ave S (parcel #000300 -0046) Please review the following comments listed below and submit your revisions accordingly. 1. Per Figure 18 -7 of the Tukwila Zoning Code, the required number of parking spaces for office buildings is 3 spaces for each 1,000 square feet of usable floor area. There are a total of 65 parking spaces on the project site. For 32,901 square feet of office space, approximately 90 parking spaces are required. In order to meeting parking requirements, there are several options for you to explore: a. It may be possible to calculate parking separately for the square footage of large areas that will be used for storage. For these areas, the warehouse parking requirement of 1 parking space for every 2,000 square feet of usable floor area may be able to be applied. If the large area on the second floor marked "Future Open- Office" is not included as part of the current tenant improvement permit and will be built out at a later date, you can remove this area from the current parking calculations. However, the parking requirements will be reviewed again at such time as the tenant improvement permit for this area is submitted. b. Add parking spaces — there may be opportunity on the north, east, and west sides of the building. The addition of parking spaces in areas where the addition has the potential to reduce drive aisle widths must be reviewed and approved by both the Fire Department and Planning. We would be happy to set up a meeting with the applicant, Planning, and Fire Department staff to discuss required drive aisle widths on different sides of the building. c. There are several Cooperative Parking Facility options to explore in the Off -Street Parking Chapter of the Tukwila Zoning Code, section 18.56.070. These options shall be explored prior to application for a parking variance. d. Apply for a parking variance. Administrative variances are only eligible for requests for reductions of required parking between 1% and 10 %. Requests for reductions from minimum parking standards in excess of 10% must be made to the Hearing Examiner. 2. General notes on Sheet A5.1 state that the existing metal wall panels, existing steel canopy, and existing exterior doors will be repainted. Please provide information on paint colors to be used to repaint different areas of the building. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. • 0 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: October 4, 2011 PROJECT: PSF Mechanical TI @ 13001 48th Ave S REVIEW #: 1 PERMIT NO: D11 -308 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Applicant shall submit King County Non - Residential Sewer Use Certification form executed by owner /representative. Please list only new plumbing fixtures to be installed and not the existing or ones to be replaced in kind. 2) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project eventually will includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic water supply to the building and landscape irrigation lines.. The City has determined that the subject building has deficiencies on domestic water service, and landscape irrigation. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Woks strongly recommends a power supply for the freeze protection enclosure. Please specify on your plan backflow size, manufacturer, and model number and submit a cut sheet of the proposed device. Circle the backflow you plan to install. b) Landscape Irrigation The existing deduct meter for irrigation is not AMR compatible. The meter is the correct model, but it needs a TRPL register that is compatible to the SENSUS automatic reading system installed. The existing meter is a SENSUS 1.5" W -120 turbine meter, however Public Works has been informed by our vendor that SENSUS just stopped supporting their old models. The customer could try calling United Pipe at (253) 272 -8445 to check on availability of turbine drop -in or AMR register for that model. There is a Double Check Valve Assembly (DCVA).installed on irrigation system however it is overdue on the required annual test reports (last test report was received in 2008). Please have the DCVA tested by a certified tester and submit passing test results to Public Works. A separate letter addressing backflow deficiencies was mailed to Heartwood Properties, LLC, property owner. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. 4 • 0 The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for domestic water and irrigation are resolved or the Permit Center receives plans for items la, lb. Applicant can post a bond for items a), b) in the amount equal to 150% of the design, installation, and testing cost of subject devices, together with a letter stating the installation within 90 days. (W:PW Eng/other /Joanna Spencer /Comments 1 DI 1- 308PW) STOCK &ASSOCIATES architecture.interiors 109 Bell Street Seattle, Washington 98121 Telephone: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com Date: 28 September, 2011 To: Tukwila Building Division Attn: Allen Johannessen, Plans Examiner 206 - 431 -3670 (phone) (fax) From: Patrick LeMaster Subject: Permit Corrections - Permit # D11 -308 Project Name: PSF Tenant Improvement. Project No.: 10009 -02 TRANSMITTAL RECEIVE CITY OF TV 1-A SEP 7 . 2011 PERMIT CENTER ® ,Si,- your review & comments❑ For your ;»Formation & record ❑ Per your request ❑ Enc /ased ❑ Under separate cover Allen, Enclosed you will find (4) copies of the revised sheets G1.0 (Life Safety / Egress plan) E2.1 (Level 1 lighting plan) LE2.1 (Level 1 egress lighting). The revisions are highlighted and are in response to item #1 below. Item 1. "Please provide a means of egress plan that clearly identifies all common paths of egress to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot candle and a minimum at any point of 0.1 foot candle measured along the path of egress at each floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. RESPONSE: Per our phone conversation I have revised the egress plan to coordinate with the path of egress shown on sheet LE2.1. We have also provided emergency illumination at the "open office" area aisle ways in conjunction with the common paths of egress. If you have any questions / concerns please let me know. Sincerely, Patrick LeMaster plemaster @stockandassociates.com 1 City of ftkwila 1 Jim Haggerton, Mayor Department of Public Works Bob Giberson, P.E., Director September 29, 2011 Heartwood Properties, LLC 9322 14th Avenue South Seattle, WA 98108 RE: PSF Mechanical Tenant Improvement 13001 48th Ave S, Tukwila WA (Old Downtown Harley Davidson Bldg) Permit Number: D11 -308 To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water supply and landscape irrigation line. a) Domestic Water A reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. On your site plan, please show the property line(s), street name, North arrow, building location, existing permanent water meter and proposed RPPA. Specify size, manufacturer name and backflow model number. Submit RPPA cut sheet and circle the backflow to be installed. b) Landscape Irrigation There is an existing sewer deduct meter for irrigation that is not AMR compatible. The meter is the correct model, but it needs a TRPL register that is compatible to the SENSUS automatic reading system installed. The existing meter is a SENSUS 1.5" W -120 turbine meter, however public Works has been informed by our vendor that SENSUS just stopped supporting their old models. The customer could try calling United Pipe at (253 272 -8445 to check on availability of turbine drop -in or AMR register for that model. The Public Works Director will withhold issuance of the PSF Mechanical Tenant Improvement permit until the Permit Center receives plans for installation of items a) and b) or a bond in the amount of 150% of cost for installation of these items. If you opt to install, you may install under a separate permit or under a revision to the D11 -308 Tenant Improvement permit application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the locations of the domestic water meter in relationship to the property line(s) and the building, size of water meter and service to the 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206 -431 -3665 D 1 I I- 308 • Heartwood Properties, LLC Page 2 September 28, 2011 property, together with a construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. RPPA and AMR register installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject devices) when the application or revision to this TI is submitted. An additional 2.5% of construction cost for backflow installations will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate for items a and b, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflows within 90 days. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletins A -1, A -2 and C5 to help you. Please call Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer, at (206)431 -2441 if you have any questions. Si cerely, J.. na Spencer D-velopment Engineer JS:lw enclosures: Public Works Bulletins #A -1, A -2, and C5 Public Works Permit Application cc: Patrick Lemaster D11 -308 File (W:PW Eng/Other /Joanna Spencer/Letter Heartwood 09282011) • 1 Joanna Spencer From: Todd Reedy Sent: Tuesday, September 27, 2011 11:34 AM To: Joanna Spencer Subject: RE: Old Downtown Harley Bldg @ 13001 48th Ave S Hi Joanna, The sewer deduct meter at old Harley Davidson is a Sensus meter (1.5" W -120 turbine meter), however we have been informed by our vendor that Sensus just stopped supporting their older models. The customer could try calling United Pipe @(253)272 -8445 to check on availability of a turbine drop -in or AMR register for that model. Let me know if you need any more info, Todd From: Joanna Spencer Sent: Monday, September 26, 2011 4:58 PM To: Todd Reedy Subject: RE: Old Downtown Harley Bldg @ 13001 48th Ave S Todd, Is the sewer deduct WM model ok and only Sensus register is needed or meter needs to be replaced ? Thanks, Joanna From: Todd Reedy Sent: Tuesday, September 13, 2011 2:23 PM To: Joanna Spencer Subject: RE: Old Downtown Harley Bldg @ 13001 48th Ave S Hi Joanna, Regarding 13001 48th Ave S: - Fireline and FDC is current. - No RPPA installed on domestic service for premise isolation. -There is a DCVA installed on irrigation system, however we have not received a test report for it since 2008. -This account has a sewer deduct meter for the irrigation, however it is not AMR compatible. Let me know if you have any other questions, Todd From: Joanna Spencer Sent: Tuesday, September 13, 2011 1:02 PM To: Todd Reedy Cc: Han Kirkland Subject: Old Downtown Harley Bldg @ 13001 48th Ave S Todd - Are they current on their backflows ? They want to convert this bldg. to office. Thanks, Joanna Spencer Development Engineer Tukwila Public Works 1 PERMANENT FILE COPY D1t 308 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 13, 2011 Patrick LeMaster Stock and Associates 109 Bell St Seattle, WA 98121 RE: Incomplete Letter #1 Development Permit Application D11 -308 PSF Mechanical -13001 48 Av S Dear Mr. LeMaster, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 8, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, .,.....3::a Bill Rambo Permit Technician Enclosures File: D11 -308 (-)vs.L W:\Permit Center \Incomplete Letters \2011\D11-308 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examine Determination of Completeness Memo Date: September 13, 2011 Project Name: PSF Mechanical Permit #: D11 -308 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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 that clearly identifies all common paths of egress to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at each floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PEA'` PLAN REVIEW /R ING SLIP ACTIVITY NUMBER: D11 -308 DATE: 11 -28 -11 PROJECT NAME: PSF MECHANICAL SITE ADDRESS: 13001 48 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Bing Division �� II Public orks 414/‘ C- t Fire Prevention Structural Planning Division Permit Coordinator le DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-29-11 Complete Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12 -27 -11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 OPERMIT COORD CORD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -308 DATE: 09/29/11 PROJECT NAME: PSF MECHANICAL SITE ADDRESS: 13001 48 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: \p. BUi ding division Public Works VINtk ll (k tiv eA -Sv, am i ei4 Planning Division irh Prevention Structural -1 ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 10/04/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 /01 /11 Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 'ft, Departments issued corrections: Bldg ❑ Fire Ping] PW 't% Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -308 PROJECT NAME: PSF MECHANICAL SITE ADDRESS: 13001 48 AV S X Original Plan Submittal Response to Correction Letter # DATE: 09 -08 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPA THE TS: Pvx Lidding Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09 -13 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: " nn t 13--t LETTER OF COMPLETENESS M LED: Departments determined incomplete: Bldg N- Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-11-11 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /1- Z5 " 200 Plan ChecWPermit Number: P1 1- /c3.5. Response to Incomplete Letter # X Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 79F ,4 `c019'ti Project Address: f 3etv 1 /8 A.Le • S • Contact Person: pc:Cf7 C.IL LE-7144442L Summary of Revision: 414.44.•64,(4,..„L •C- Sv •u.Km o F 12z-/l, alj4 Phone Number: 24. - � - 0ti ct i Sheet Number(s): tlECEIVED CITY OF TUK O NOV 2 8 2011 PERMIT CENTER "Cloud" or highlight all areas of revision including date oo revisio e.--4_, Received at the City of Tukwila Permit Center by: Eir-Entered in Permits Plus on k J-Cf -- e H: \Applications \Form. - Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 201 I R • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: °% ° Z S • 2v Plan Check/Permit Number: D11-308 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PSF Mechanical Project Address: 13001 48 Av S Contact Person: Phone Number: 701,, -- W 671/9 Summary of Revision: rm,TIA SEP 2 9 2011 -CH , I CENTER Sheet Number(s): 671- -• 0 ) £ 2-. 1 / 2. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: %1JW Entered in Permits Plus on \applications \fortes- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople P, ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lftl 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. Business and Licensing Information Name P S F MECHANICAL UBI No. 601318369 INC Phone 2067649663 Status Active Address 9322 14Th Ave S License No. PSFMEI *090NZ Suite /Apt. License Type Construction Contractor City Seattle Effective Date 8/9/1991 State WA Expiration 10/3/2013 Date Zip 98108 Suspend Date County King Specialty 1 Heating /Vent /Air - Conditioning And Refrig (Hvac /R) Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status EDENN "225LK EDEN NURSERIES Construction Contractor General Unused 6/12/1978 6/1/1986 Archived Business Owner Information Name Role Effective Date Expiration Date REYNOLDS, JAMES P President 09/30/2011 Bond Amount READ, ANDREW A President 09/30/2011 08973126 BEARDSLEY, WARREN SCOTT Secretary 01/01/1980 CRITCHLOW, JAMES D 07/10/2009 01/01/1980 09/27/2011 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 FIDELITY Et DEPOSIT CO OF MD 08973126 08/08/2009 Until Cancelled $6,000.00 07/10/2009 3 HARTFORD FIRE INS 52BSBFA6327 08/08/2008 Until Cancelled 08/08/2009 $6,000.00 07/08/2008 2 FEDERAL INS CO 81241859 08/08/2001 08/08/2008 $6,000.0010/01/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 19 Wausau Underwriters Ins Co tbjz91452741021 10/01/2011 10/01/2012 $1,000,000.00 09/29/2011 18 WAUSAU UNDERWRITERS INS. CO. TBJZ91452741020 10/01/2010 10/01/2011 $1,000,000.00 09/29/2010 17 WAUSAU BUSINESS INS CO TBJZ91452741029 10/01/2009 10/01/2010 $1,000,000.00 10/07/2009 16 WAUSAU UNDERWRITERS INS. CO. TBJZ9145274109 10/01 /2009 10/01 /2010 $1,000,000.0009 /28/2009 https://fortress.wa.gov/lni/bbip/Print.aspx 01/06/2012 ARCHITECTURAL ABBREVIATIONS AB AG AD ACT ADA ADD ADDL ADM ADJ ADJ/SHF AFF A66R ALUM ALT AMP ANGH ANOD AOR AP APROX ARCH ASST A55Y AUTO AUX AV AWP BAL Sc. BD BITUM SL BLDG BLK6 BM Bm SOT BR& BRKT B3 SSG BSMT BTW CAB GARP GARPT GB CD GER G6 CH CHAN GHAM GIP GJ GK GL GL6 GLJ GLK6 GLOS GLR GLS GMF GM5 GMT GMU GO GO FE COL COMB GOMM COMP GMPT GONG GOND GONF GONN GONST GOVT GOORD GORR GR G5 GSK GSP GsV GT GT6 GTR GW GINS DC DSL DEG DEM DEPT VET DF DI DIA DIAL MIFF DIM DIR DISC DISP DIV DL DN DR D5 DSP DT DIN DING DWR (E) EA ES E6 EJ EL ELEC. ELEV ELIM EMER EMP ENAM ENGL ENTR EC? EQJ EQUIP E5 EST ETG ETR EXH EXIST EXP EXT EXTD EW EING Anchor Bolt Acoustic /Alternating Current Area Drain Acoustic Ceiling Tile Americans W/ Disabilities Act Addendum Additional Addition Adjustable /Adjacent Adjustable Shelf Above Finished Floor Aggregate Aluminum Alternate /Alteration Amperes Anchor Anodized (Anodic Coatina) Area of Refuge Access Panel Approximate(Iy) Architectural Assistant Assembly Automatic Auxiliary Audio Visual Acoustic Wall Panel Balance Bottom of Curb Board Bituminous Building Line Building Block(ing) Bench Mark Beam Bottom Bearing Bracket Both Sides /Back Set Bio- Safety Cabinet Basement Between Closer Cabinet Carpet Carpet Tile Catch Basin /Chalkboard Ceiling Diffuser /Cup Dispenser Ceramic Corner Guard Coat Hook Channel Chamfer Cast -in -Place (concrete) Construction Joint Change Key Clearance Ceiling Control Joint Calking Closet Clear Closer Composition Mastic Flooring Machine Screw Ceramic Mosaic Tile Concrete Masonry Units Clean out Carbon Dioxide Fire Extinguisher Column Combination /Combustible Communication Compress(ed)(ion)/ Compact(or)(ed)(ion)/ Composite(ion) Computer Concrete Conduit, Condition Conference Connect(ion) Construction Continue /Continuous Coordinate Corridor Cold Rolled /Chemical /Curtain Rod Cup Sink Countersink/Countersunk Combination Stand Pipe Conductive Sheet Vinyl Ceramic Tile Coating Center Cold Water (Domestic) Countersunk Wood Screw Deep Penny (Nails) Direct Current Double Degree(s) Demolish /Demolition Department Detail Drinking Fountain/ Douglas Fir Deionized Water Diameter Diagonal Diffuser uimension(s) Director(s) Disconnect Dispenser Division /Divider Dead Load Down Door /Drain Downspout Dry Standpipe Drain Tile Dish Washer Drawing(s) Drawer Existing Each Expansion Bolt End Guard Expansion Joint Elevation (Grade) Electric(al) Elevator /Elevation Eliminate Emergency Fmeroencv Power Enamet(ed) Enclosed Entrance Equal Earthquake Joint Equipment Emergency Shower Estimate(d) Et Cetera Existing to Remain Exhaust Existing Exposed, Expansion Exterior Extruded Eyewash Electric Water Cooler F Fahrenheit F TO F Face to Face FA Fire Alarm FAG Facility FB Flat Bar FED Fiberboard FGU Fan Coil Unit FD Floor Drain FDN Foundation FDPR Fire Damper FD5 Floor Divider Strip FE Fire Extinguisher F'EC Fire Extinguisher Cabinet FF Finish Floor FH Fire Hydrant FHC Fire Hose Cabinet FHEC Fire Hose and Extinguisher Cabinet FHMG Fiat Head Machine Screw FHR Fire Hose Rack FH5 Flat Head Screw FHWS Flat Head Wood Screw FIG Furnished And Installed By Contractor FIN Finish(ed) FL Floor Line/Floor FLASH Flashing FLEX Flexible FL6 Flange FLR Flooring) FLUOR Fluorescent FND Funnel Drain F.O. Face of... FOIL Furnished By Owner Installed By Contractor F010 Furnished And Installed By Owner FP Fireproofing) FRT Fire Retardant Treated FRZ Freezer Fs Full Size /Floor Sink FT Foot /Feet FT6 Footing PURR Furring FING Fabric Wall Covering FXD Fixed 6 6A 6ALV GB 60 GEN 61 6FRC 6L &LAM 6LP 6ND 6PL G5 6T GINS GYP HG HGIN HD HDBD HDWD HDR HE HGT HM HMU HORIZ HP HPL HR HS HSK6 HT HTG HTR H4V HVAG HVP HW HIND HYD Gas Outlet Gauge/Gage Galvanized Grab Bar General Contractor General /Generator Galvanized Iron Glass Fiber Reinforced Concrete Glass/Glazing/Glazed/ Grid Line Glue Laminated Gypsum Lath and Plaster Ground Gypsum Plaster Galvanized Steel Glazed Tile Gypsum Wallboard Gypsum Hose Cabinet/Handicap Hollow Core Wood /Hot and Cold Water Chemical Fume Hood Hardboard Hardwood Header Horizontal Exit Height Hollow Metal Half and Half Masonry Units Horizontal Horseoower/Hioh Pressure /High Point High Pressure Laminate Hour Hook Strip /High Strength Housekeeping Height Heating Heater Heating and Ventilating Heati n gNenti I ati o n /Ai r Conditioning Hose Valve Cabinet Hot Water(Domestic)/Hardware Hardwood Hydrant IGT Infant Changing Table ID Inside Diameter /Inside Dimension le that is I6 nsulating Glass IMP nsulated Metal Panel IN nch INC ncubator INLAND ncandescent INGL nclude(ina) INFO nformation INSTL nstallation /Install INSUL Insulate(d)(ing) INT Interior INV Invert JAN Janitor J-BOX Junction Box -ST Joist JNT Joint KO KP K5 L LAB LAV LS(5) LGW LF L6 LHD LHW LIN LKR LL LP LT LTG LTWT LVR MACH MAINT MAS MAT MAX t�tB MBR MDF MEGH MED MEMB MFB MFG MFR M6R MFP MIN MIR MISG MK ML MX* MOD MON MP MR MT MTD MT6 MTL MIR MUL MW N NE6 NIG NO NOM NTS Knock Out Kick Plate Knee Space Lead Laboratory Lavatory Pound(s) Laboratory Cold Water Lineal Foot/Linear Foot Laminated Glass Laminar Air -Flow Hood Laboratory Hot Water Linear Locker Live Load Low Point Light Lighting Lightweight Louver Machine Maintenance Masonry Material Maximum Machine Bolt Member Medium Density Fiberboard Mechanical Medical /Medium Membrane Mineral Fiber Board Manufacturing Manufacturer Manager Metal Flush Pull Minimum /Minute Mirror Miscellaneous Master Key(ed) Metal Lath Moulding Modular /Modified/ Monitor Movable Partition Mat Recess, Mod Rack Mount Mounted Mounting Metal Motor Mullion Microwave Oven North Negative Not In Contract Number Nominal Not to Scale 0 Outlet OA Overall/ O55 Observation OC On Center OD Outside Diameter OF Outside Face /Overflow OFD Overflow Drain OFF Office OH Overhead /Overhang/ OPH Opposite Hand OPN(G) Open(ing) OPP Opposite PB Panic Bolt/Push Button PBD Particleboard PGG Precast Concrete PGD Paper Cup Dispenser PGP Precast Concrete Panel PpN Pencil Drawer PpN Power Driven Nail Pps Power Driven Stud FED Pedestal PERF Perforated(d) PERIM Perimeter PERP Perpendicular PF Prefinished PFS Prefabricate(d) PG, Plate Glass P6BD Pegboard PH Phase PL Plate P -LAM Plastic Laminate PLB6 Plumbing PLF Pounds /Linear Foot PLYIND Plywood PMU Pumice Masonry Units PNEU Pneumatic PNL Panel PNTD Paint(ed) POL Polished) PORT Portable PP Push Plate PR Printer PRELIM Preliminary PRESS Pressure pROJ Project(ion) PROP Property PROT Protective P5 Prestressed P5F Pounds Per Square foot PSI Pounds Per Square Inch PT Pressure Treat(ed) PT DISP Paper Towel Dispenser PVC Polyvinyl Chloride PVMT Pavement PINR Power QT Quarry Tile/Quart QTR Quarter QUAN Quantity R RB RCP RCM' RD REG REGEP REGT REGVD REF REINF REL R45 REQ RESIL RET REV RM RND RO RTN RWL Radius Rubber Base Reflected Ceiling Plan Raceway Roof Drain /Road Receiving Reception Rectangular Received Refrigerator Reinforce(d)(ing)(ment) Relite Rod and Shelf Required) /Requirement Resilient Return Revision Room Round Rough Opening Return Rainwater Leader 5 GONG Sealed Concrete SAM Self- Adhered Membrane SAN Sanitary 5G Solid Core Sc p Seat Cover Dispenser SGR Shower Curtain Rod SD Soap Dispenser /Soap Dish SOPR Smoke Damper SECT Section 5F Square Foot (Feet) SFG Special Floor Coating SHF Shelf /Shelving SHT Sheet SHTG SIM Similar 5J Steel Joist SK Sink SKL Skylight 91176 Sliding SLR Sealer 5ND Sanitary Napkin Dispenser 5NT Sealant SNi^1 Sanitary Napkin Waster SPEC Specification /Specified SPK Speaker SPG Special SPR Sprinkler 50 Square 5T ST Stainless Steel STD Standard 5TF Stiffener 5TL Steel STM Steam STN Stone STOR Storage STR Straight 5TRUG Structural SUBFL Subfloor(ing) SUP Supply SUPP Support suRF Surface 5USp Suspended) 54V Stain and Varnish SV Sheet Vinyl SAG Special Wall Coating SYM Symmetrical SYN Synthetic SYS System T Top, Tread, Toilet T49 Top and Bottom -r8 Towel Bar/Tack Board TG Top of Curb/Top of Concrete TD Towel Dispenser TDIN Towel Dispenser and Waste Telephone Temperature/Tempered/ Temporary TG Tempered Glass T4G Tongue & Groove THERMOThermostat(tc) THK Thickness) TNRU Through TJI Truss -Joist International TOG Top of Concrete TOIL Toilet TOL Tolerance TOP Topping TOS Top of Steel TPp Toilet Paper Dispenser TPD45 Toilet Paper Dispenser and Shelf TPH Toilet Paper Holder TPT• Toilet Partition TRD Tread TRK Track TS Tube Steel TYP Typical UBG Uniform Building Code UON Unless Otherwise Noted UNO Unless Noted Otherwise TEL TEMP V Volts V,VAG Vacuum Outlet VAP Vapor VAR VariableNarnish/ VS Vinyl BaseNacuum BreakerNapor Barrier VST Vertical Blind Track VGT Vinyl Composition Tile VD Volume Damper VENT VentilationNentilate / Ventilator VERT Vertical VEST Vestibule VG Vertical Grain VIB Vibration VIF Verify In Field VJ V- Jointed VM Vending Machine VOL Volume VP Veneer Plaster VT Vinyl Tile vY,G Vinyl Wall Covering YV/ YV/O YVG WGT YVD WDW WF W6 INKWO WP WP,WPF WPJ WPM WR MRS W5 WSP Watts Wide/West/WasteNVater With Without White Board/Wood Base Water Closet Washable Ceiling Tile Wood Window Wide Flange (Steel) Wire Glass/Wall Grill Water Line Walk Off (Mat) Work Point Work Waterproof/Weatherproof Weakened Plane Joint Waterproof Membrane Waste Receptacle/Water Repellent Water Resistant Barrier Wood Screws/Waterstop Weatherstrip/Wet Stand Pipe Welded Sheet Vinyl Weight/Watertight Welded Wire Fabric Welded Wire Mesh YD Yard Drain Symbols Angle ® At G, Centerline Channel Per Perpendicular Plate Round or Phase (Electrical) Diameter Square F2 Square Feet 4 And A Delta + Plus or Minus / P. 0 GENERAL REQUIREMENTS DO NOT SCALE DRAWINGS FOR DIMENSIONS. 1. WHERE THERE I5 A DISCREPANCY BETWEEN WRITTEN DIMENSIONS OR CONDITIONS CONTACT ARCHITECT FOR INTERPRETATION PRIOR TO COMMENCEMENT OF WORK. THE DETAILS ARE TYPICAL AND SHALL BE USED FOR LIKE AND SIMILAR CONDITIONS NOT SHOWN- COORDINATE ALL DIMENSIONS WITH THE ARCHITECT 2. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ARCHITECT, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ARCHITECT. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, LEVELS AND ALL CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CONDITIONS PRIOR TO COMMENCING WORK. REPORT ALL DISCREPANCIES TO ARCHITECT. 4. GONTRft�TOR SHALL COORDINATE THE WORK OF ALL TRADES AND SCHEDULE THE WORK TO EXP ITE COMPLETION OF THE WORK. 5. DIMENSIONS ARE TO THE BUILDING GRID LINES OR THE FADE OF CONCRETE/ FACE STUD UNLESS OTHERWISE NOTED. CONSULT WITH THE ARCHITECT REGARDING ANY SUSPECTED ERRORS; OMISSIONS, OR CHANGES ON PLANS BEFORE PROCEEDING WITH THE WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE TASK. �. CONTR TOR SHALL PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED UNTIL ALL PER CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. D. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR CASEWORK, FIXTURES, ELECTRICAL ITEMS, RESTROOM ACCESSORIES AND ALL ITEMS REQUIRING SAME. 1. REPETITIVE FEATURES DRAWN ONLY ONCE AND NOTED AS TYPICAL SHALL BE PROVIDED AS IF DRAWN OR NOTED IN FULL. 10 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW FOR CASEWORK, MILLWORK, AND OTHER ITEMS REQUIRING CUSTOM SHOP FABRICATION - PER PRO.EG1r SPECIFICATION 11. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLIR MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS AND STROBES, SMOKE AND HEAL DETECTORS AND EXIT SIGNS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE CODES INCLUDING CITY, COUNTY, STATE, FIRE, AND ACCESSIBILITY CODES. 13. EACH SUBCONTRACTOR SHALL LEAVE THE SITE BROOM GLEAN AT THE COMPLETION OF HIS/HER WORK. ALL DEBRIS AND PACKING MATERIALS SHALL BE REMOVED FROM THE SITE AT THE END OF EACH WORK DAY. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPREHENSIVE FINAL GLEANING OF THE SITE. 14. ALL MATERIALS TO BE NEW UNLESS NOTED AS EXISTING 15. CONTRACTOR TO GLEAN ALL DUST ACCUMULATION FROM OVERHEAD HORIZONTAL AND VERTICAL SURFACES ABOVE THE CEILING LINE PRIOR TO CLOSING CEILING. 16. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS NOT COVERED BY THE BUILDING PERMIT. 11. IN ADDITION TO THE DEMOLITION SPECIFICALLY SHOWN, CONTRACTOR SHALL CUT, MORE OR REMOVE ITEMS AS NECESSARY TO PROVIDE ACCESS OR TO ALLOW ALTERATIONS AND WORK TO PROCEED - INCLUDING ITEMS SUCH AS RE- ROUTING OF EXISTING UTILITIES, REMOVAL OF ABANDONED ITEMS AND REMOVAL OF DEBRIS SUCH AS ROTTED WOOD, RUSTED METAL AND DETERIORATED CONCRETE. RETURN ALL EQUIPMENT TO BE REMOVED TO OWNER. 0 t`I tit (V PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: N 441° 24'00 "W ARCHITECTURAL GRAPHICS Name Elevation INS 101.a NORTH ARROW FLOOR ELEVATION COLUMN GRID SYMBOLS WALL TYPE CENTER LINE INDICATOR DOOR TAG WINDOW TAG 1 CLOUD AREA OF REVISION PARKING REQUIREMENTS EXTERIOR ELEVATION INTERIOR ELEVATION DETAIL CALLOUT VIEW NUMBER SHEET NUMBER SECTION VIEW VIEW NUMBER SHEET NUMBER REVISION INDICATOR REQUIRED: 3 STALLS PER 1000 SQ. FT. "USABLE AREA" (LEVEL 1) - 12,161 / 1000 = 12.16 X (5) = 38.8 ROUNDED TO 31 "USABLE AREA" (LEVEL 2) - q,b18 / 1000 = 1.61 X (5) = 29.05 ROUNDED TO 21 (INCLUDES FUTURE OFFICE) TOTAL REQUIRED PARKING = 31 +29 = 68 PARKING SPACES + 2 BICYCLE PROVIDED: 68 PARKING SPADES (48 REGULAR, 11 COMPACT, + 3 HANDICAP + 2 BICYCLE ) ENERGY CALCULATIONS SEE ATTACHED MEMORANDUM FOR INFORMATION PROJECT TEAM OWNER ARCHITECT PSF MECHANICAL INC. ATTN: JIM REYNOLDS 1322 1411H AVENUE SOUTH SEATTLE, WA 98108 STOCK 4 ASSOCIATES, INC. ATTN: BRUCE STOCK ATTN: JUDY HESSLER 109 SELL STREET SEATTLE, WA 95121 GENERAL TO BE DETERMINED CONTRACTOR MECHANICAL/ PLUMBING ENGINEER ELECTRICAL CONTRACTOR / ENGINEER P5F MECHANICAL ATTN: JAGKI EATON - HVAG 9522 14TH AVENUE SOUTH SEATTLE, WA 85105 PRECISION ELECTRIC ATTN: MARK DAVIS 13601 NE 126TH PLAGE, SUITE 100 KIRKLAND, WA 15034 JREYNOLDSOPSFMEGH.GOM TEL.206.325.5516 EX 306 BSTOGKOSTOGKANDA5SOGIATES.COM JHES5LER @STOGKANDA S5OGIATES.GOM TEL.206.443.04g4 FAX.206.443.0415 .EATON ®PSFMEGH.COM TEL.206.164.9663 MARKD ®PREGISIONELECTRIGGROUP.GOM TEL.425.823.5600 PROJECT DESCRIPTION THE PROJECT CONSISTS OF A INTERIOR RENNOVATION TO THE EXISTING RETAIL SPADE INTO A TYPE 13' OFFICE USE. THE PROJECT ALSO INCLUDES THE ADDITION OF EXTERIOR WINDOWS, AS YELL AS REPLACING THE EXISTING EXTERIOR GARAGE DOORS. BUILDING AREA LEVEL 1 LEVEL 2 TOTAL AREA GROSS 21,281 5Q. FT. 15,015 50. FT. 54,560 5Q. PT. NET 20,051 50. FT. 12,512 5Q. FT. 52,901 50. FT. PER TABLE 505 TYPE II CONSTRUCTION AND GROUP "B" ALLOWABLE FLOOR AREA = 23,000 5.P. > 20,081 DEFERRED SUBMITTAL N)1012)91 FIRE SPRINKLER MODIFICATIONS UNDER SEPARATE PERMIT ELECTRICAL WORK UNDER SEPARATE PERMIT 293.11' 39' -0" FI COPY Permit No. LE , ' E Plan review approval is subject to errors and omissions. Approval of construction documents does not at:1hor wa t� � olation of any adopted code or ordinance. Rec .t of approved Field Copy and ► ► ns is acknawledg is By .• .a�'.....icr EXISTING FIRE DEPARTMENT CONNECTION Date: EXISTING, HVAG CONDENSING UNITS TO BE REMOVED EXISTING 1 ELEG. TRANSFORMER (N) GONG. - BOLLARD 4' - 0" NEW HVAG EQUIPMENT (N) CONG. BOLLARD - 6 "8'- 6 "8' -6" 5' -0" EXISTING ADA PARKING STALLS (3) NEW STRIPED - PARKING STALLS //- EXISTING PLANTING 5!E SHEET L1.0 1 5' - 0" SETBACK 62 G G 51 56 G 55 G 53 52 51 G G G 45 41 46 45 44 43 42 EXISTING DUMPSTER EXISTING 8' -0" HIGH GMU DUMPSTER ENCLOSURE EXISTING PLANTING SEE SHEET L1.0 EXISTING PLANTING SEE SHEET L1.0 25' -0" SETBACK 00 z O ml z L_ N 49 24'00 "1^1 Site Plan EXISTING FENCE (5) SIDES OF PROPERTY 293.11' SCALE: 1" = 20' -O" EXISTING SIDEWALK 48TH AVE. City Of Tukwila BUILDING DIVISION ,�- : '''" T,r 16 I s .- r {1 I T 4 �. ii ED FOR Mechanical aactrical Plumbing Gas Piping c't'l of Tukwila ,.. :iNG DIVISION REVISIONS No chanpa4 shall he miner to the peope of work t..vrithout prior approvEl of Tukwila Building. Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 DRAWING INDEX GENERAL 60.1 61.0 LANDSCAPE L1.O ARCHITECTURAL A1.1 A1.2 A2.1 A2.2 A2.3 A2.4 A2.5 A3.1 A3.2 A4.1 A5.1 A6.1 A7.1 A1.2 A.5.1 Aq.1 Aq.2 Act3 AX.X MECHANICAL MO.1 MO.2 MO.3 MO.4 M1.1 M1.2 M1.3 M2.1 ELECTRICAL E0.0 E0.1 E1.1 E1.2 E2.1 E2.2 E3.1 E3.2 LE2.1 LE2.2 COVER SHEET LIFE SAFETY EXISTING LANDSCAPE PLAN FIRST FLOOR DEMOLITION SECOND FLOOR DEMOLITION FIRST FLOOR PLAN SECOND FLOOR. PLAN ROOF PLAN FINISH PLAN - LEVEL 1 FINISH PLAN - LEVEL 2 FIRST FLOOR -RCP SECOND FLOOR- RCP ENLARGED RESTROOM PLANS AND ELEVATION EXTERIOR ELEVATIONS INTERIOR ELEVATIONS DOOR SCHEDULE AND DOOR AND WINDOW TYPES FINISH, MATERIALS AND EQUIPMENT SCHEDULE EXTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS - CASEWORK FIRST FLOOR - FURNITURE PLAN (FOR REFERENCE ONLY - UNDER SEPARATE PERMIT) HVAG SCHEDULES AND GENERAL NOTES HVAG SCHEDULES AND GENERAL NOTES POINTS LIST AND SEQUENCE OF OPERATIONS BASIS OF DESIGN FIRST FLOOR HVAG PLAN SECOND FLOOR HVAG PLAN ROOF HVAG PLAN DETAILS " STOCK &ASSOCIATES archltecture.lnterlors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com REVIEWED FOR - CODE COMPLIANCE APPROVED DEC 1- 6.2011 City of la - - BUILDIN _ VISION SYMBOL LEGEND, RISER, SCHEDULES PANEL SCHEDULES, LOAD SUMMARIES 1ST FLOOR POWER / COMMUNICATIONS FLOOR PLAN 2ND FLOOR POWER / COMMUNICATIONS FLOOR PLAN 1ST FLOOR LIGHTING PLAN 2ND FLOOR LIGHTING PLAN 1ST FLOOR MECHANICAL CONNECTIONS FLOOR PLAN 2ND FLOOR MECHANICAL CONNECTIONS FLOOR PLAN LEVEL ONE EGRESS LIGHTING LEVEL 2 EGRESS LIGHTING PROJECT INFORMATION 1. BUILDING, ADDRESS 2. JURISDICTION 5. CODES 4. ZONE 5. PARCEL NUMBER 6. CONSTRUCTION TYPE 1. PREVIOUS USE 8. PROPOSED USE q. FIRE SPRINKLER 10. SITE AREA 11. SETBACKS LEGAL DESCRIPTION 13001 48TH AVE SOUTH TUKYVILA, INA 85165 CITY OF TUKWILLA DEPARTMENT OF COMMUNITY PLANNING 6300 SOUTH GENTLER BLVD. #100 TUKWILA, INA 95155 TEL. (206) 451 -5610 2001 WASHINGTON STATE BUILDING CODE BASED ON: 2009 INTERNATIONAL BUILDING CODE 2001 INTERNATIONAL MECHANICAL CODE 200q INTERNATIONAL FIRE GORE 200q UNIFORM PLUMBING CODE 2001 WASHINGTON STATE ENERGY GOD! IN&TON STATE VENTILATION 4 INDOOR AIR QUALITY CODE G /L1 000300-0046 TYPE 11 SHOWROOM (RETAIL) / SHOP B- OFFIGE 2 PERMIT - 23 NOV 11 REVISION- #2 1 PERMIT - - - 28 SEP 11 REVISION #1 PERMIT SET 06 SEP 11 YES 13,813 SQ. FT. (1.1 ACRES) FRONT - 25 FT (12.5' LANDSG SIDE - 5 FT (5' LANDSCAPED) REAR - 5 FT (5' LANDSCAPED) FOSTER STEPHEN -D G * 38 SEG AT A PT N 40 -01 -05 W 4120.15 FT FROM HUB AT PT OF tNTS OF CURVE ON GENT LN OF DUWAMISH- RENTON JUNG RD 5D PT OF INTS BEING, APPROX 1000 FT E AND 20 FT 9 O 1/4 GOR BET SECS 14 4 15 -23.4 TH N 49 -24-00 W ON LN 150 FT FROM 4 PARL WITH GENT LN OF SD RD 555 FT TO A PT WHICH 15 N 51 -15-00 E 191.11 FT FROM HUB OF END OF CURVE ON GENT LN OF SD RD W HUB BEING APPROX 1200 FT N AND 440 FT IN OF 1/4 GOR BET 5D SECS 14 4 15 TH 5 40 -36-00 W 20 FT TO R/W P 5 E RY TH N 4424 -00 W AL6 SD RAN 16 FT TO TPOS TH N 41 -24 -00 W AL6 517 RAN 310.21 FT TH N 40 -56-00 E 102.10 FT TH 5 41 -24 -00 E 310.21 FT TH 5 40 -56 -00 W 102.10 FT TO TPOB LESS SWLY 450 FT THOF 4 INT IN JOINT RDS ADJ LESS POR IN 46TH AVE 5 IF ANY VICINITY MAP c CtS 751 t u a> 00 CD co -T" ccr COVER SHEET RECEIVED NOV 28 2011 1'FRMITCENTER SCALE: _ Aa indicated _ _ _ . DRAWN: PJL CHECKED: BRS PROJECT -NO -: tO0-O9 -O2 CORRECTION . LTR #_� GO.1 3 09 V II to u EXIT 18 11.1" 36" CONFERENCE RM ( 116 ) UNCON. ASSEMBLY 430 5F 29 0 0 r -- I r:. _ = ..: = _ r = ._ =uPr — ...... _.: __ _ _ .._. r A _:: _r.. = _ _.::_. _ = 4.4 — — F! II II I I I I OPEN OFFICE (122) B -OFFICE 1155 SF t8 OFFICE ( 11'1 ) B- OFFICE 111 SF 1 -- AIL -- OFFICE - OFFICE ( 118 ) ( 119 ) B- OFFICE B -OFFICE 119 5F 119 5F 1 1 WOMEN'S BUSINESS AREA C M BUSINESS Ala&A tiJ• OPEN OFFICE {_.-114 ) „ IS-OFFICE 433515 I I. — Mb MOW —1111111■1— OFFICE ( 121 ) B -OFFICE 120 5F MEE G 0120, f3 -OFFICE .69 5F> a'1`•r. ELEV. I CONTROL MEN'S BUSINESS II i....'". ▪ I .r II -- -. -, r, II I _J I 11 ?G— OFFICE ( 126 ) B -OFFICE 145 5F 1 OFFICE ( 12'1 ) B- OFFICE 144 SF 1 HALLWAY OFFICE ( 123 ) BUSINESS AREA 121 SF 1 OFFICE (124) BUSINESS AREA 121 SF . fir_. ..s _ I OFFICE ( 125 ) B -OFFICE 121 SF. 1 OFFICE ( 110 ) B -OFFICE 149 SF 2 5F i 2 I. z ice% {~- Q 1I 1. .. __ .._ II II II I II Ii II I; II I r 'xr -cr' '.'Tr' f "'_cry" v'°-r s'z =sz_ vz:=Nr -ez-_7 �Se: r_--_v -:sr r -Tl_ �T "` _Ll` :11 0 U 0 LEVEL 1 - EGRESS PLAN SCALE: 1" = 10'-0" L FUTURE OPEN- OFFICE ( 216 ) B- OFFICE 5590 5F 58 LL NEW GUARD RAIL (E) EQUIPMENT ( 215 EQUIP 48 SF EXIT 1 68 44" 52 — — — 0 0 OFFICE OFFICE 1485F i� EXIT 81 12.1" 12" MEN'S SHOWER C213) BUSINESS AREA 151 5F 2 0 0 II 11 - 1251 5F 12 II !I 11 I I ;OPEN OFFICE I I 11 / -OFFICE / 119 SF 1 • ERENCE RM ( 132 ) NCON. • - MBLY 53 5F 10 OFFICE ( 150 ) B- OFFICE 121 SF 1 t ORAGE- - 10 4) VNESS AREA ,' ,I 54 SF �` 1 it II II- 11 i 0 CONFERENCE ROOM ( 145) UNCON. ASSEMBLY 668 5F 44 WOMEN'S SHOWER (2"14) BUSINESS AREA 148 SF ■■ ■ ■■■ - ■ ■ ■ ■■ • il Level 2 EGRESS PLAN SCALE: 1" = 1O' -O" OPEN TO BELOW 'I 171,_._,_ _L MN M-41 - LIS kill IMP -_ —t 0— — IT SERVER ROOM (_ 219 ) EQUIP. 234 SF 1 OFFICE ( 220 ) B-- OFFICE 1445F 1 iNINO OFFICE ( 221 ) B -OFFICE 140 5F 1 OFFICE C140 ) B- OFFICE 121 SF 1 (EPANITOR+ FIRE -ALARM :(154 EQUIP.` 42 SF 1 II- I X IL EXIT 18 11.'1" 36" 0 O . °1 (t)RESTROOM (131 ) BUSINESS -15 5F __ (Ej4RESTROq C 15 )•' ,BUSINESS ARE LLWAY , /7 35 5F -' 1 OPEN OFFICE (143) BOFFICE 30-71 SF ,1 31 =1# fl II 11 11 II i, ir1 0 0- -_ - -- '10 — — '6PEEN -OFF CE C 22 ) B -OFFICE 1495 5F 14 --- E HALLWA 214 — — — (E) WOMEN'S RM ( 213 ) BUSINESS AREA 120 5F 0_: — — (E) M N'S RM BUS1N 1 55 AREA 95F CONFERENCE ROOM ( 210 ) UNCON. ASSEMBLY 541 SF 36 VENDING I- -- I ( 2o9) SINESS 1119F 11 J 1 a — — — 2ND FLOOR LOBBY ( 211 ) - -J OFFICE ( 208) B-OFFICE 295 SF 3 r — MN MN — — — — OFFICE C 20 ) B- OFFICE 423 5F 4 E) OFFICE 152 SF STORAGE (_ 201 ) ACCESSORY STORAGE 321 SF 1 LL ,, 05 OFFICE (201) S- OFFICE 115 5F 2 IMP MEM NM _ — — — OFFICE ( 206 ) B- OFFICE 110 5F 2 — — — — — ONO OPEN TO BELOW 4 b. Y OFFICE (204) B- OFFICE 400 5F 4 (E) BATHROOM C 20 ) BUSINESS AREA 110 5F 1 EXIT 61 N LIFE SAFETY LEGEND .4. EXIT DISCHARGE EXIT TRAVEL DISTANCE COMMON PATH OF TRAVEL DISTANCE EXIT WIDTH CALCULATION EXIT XXX XX" XX. NUMBER OF OCCUPANTS USING EXIT EXIT WIDTH REQV EXIT WIDTH PROVIDED WIDTH REQ'D: .2" FOR STAIRWAYS .15" FOR OTHER EGRESS COMPONENTS Room name''- 201 2' TYp -. 6" B -OFFICE 1450 S1= "- — _ 15 OCCUPANTS". -- r FEE ROOM NAME ROOM NUMBER OCCUPANCY TYPE ROOM AREA ROOM OCCUPANTS ADA AREA OF REFUGE FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER LIFE SAFETY NOTES AUTOMATIC FIRE SPRINKLER SYSTEM 15 PROVIDED THROUGHOUT THE BUILDING. 2. AN OCCUPANT LOAD FACTOR OF 100 S.F. PER OCCUPANT HAS BEEN 3. 5. USED FOR TYPE "B - BUSINESS AREA" USES. AN OCCUPANT LOAD FACTOR OF 15 5.F. PER OCCUPANT 14A5 BEEN USED FOR CONFERENCE ROOMS. AN OCCUPANT LOAD FACTOR OF 300 S.F. PER OCCUPANT HAS BEEN USED FOR STORAGE AREAS, MECHANICAL EQUIPMENT, AND ELECTRICAL EQUIPMENT ACCESSORY TO BUSINESS AREAS. LEVEL 1 - NET FLOOR AREA 20,089 5Q. FT TOTAL OCCUPANTS: 231 NUMBER OF EXITS REQ'D = 2. NUMBER OF EXITS PROVIDED = 3 LEVEL 2 - NET FLOOR AREA = 12,812 SQ. FT TOTAL OCCUPANTS: 135 NUMBER OF EXITS REQ'D = 2 NUMBER OF EXITS PROVIDED =2 SEE SHEET A3.1 4 A3.2 FOR EXIT LIGHT LOCATIONS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION ." STOCK&ASSOCIATES Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com PERMIT SET 06 SEP 11 ca9 CD so 2 co co PiLl C13 651 as 1! 0 INCOMPL LTR# TE DRAWN: PJL CHECKED: BRS RECEIVED_ CITY QF TUKK'M A SEP 2y2011 DI I --.1-2,r) G1 0 ,' 12804 �4 Addxesler .i ":40 • m f Fs PLANT SCHEDULE SYMBOL BOTANICAL NAME! COMMON NAME SIZE k: Acer Rubrum 'Red Sunset' Red Sunset Maple Carpinus betulus 'Fastigiate' European Hornbeam Caliuna vulgaris 'Alba Plena' Alba Plena Heather Camellia hiemalis Shishi -Gashi ' ra' Camellia Cornus stalonerifera 'Kelseyii 1 i. Kelseyi Red -Twig Dogwood 4 Cane'min. i.9, Erica cornea 'King George' 1 gal. 3' o.c. • Full form j 8 George Heath Erica carnea 'Winter Beauty 1 gal. 3' o.c. , Full form Winter Beauty Heath E ` Escatlonia Ianleyensis 5 gal. 'Apple 13tossorn' Escaibnia g Euonymus alatus'Compacta' 5 gal. 5' o.c. Dwarf Burning Bush Juniperus Chinensis 'Go-Id-Coast- Gold Coast` 5 gal. 5' o.c. Full forrn ,J ' t.._ .tern.- _ _ _..._ - �__ -_ - I Juniperus horizontalis'Blue Chip' 1 gal. 3' o-c, Full form Juni r Lavandula angustifolia 1 gal. 3' o.c. Full form English Lavender 2" caliper min. 2" caliper • min. 1gal. 5 gal . SPACING 40' O.C. max. REMARKS Uniform height, full form High branching 20' o.c. max Uniform height, full form 3' o.c. ' Full form 5' o.c. Full form 3' o.c. Full form • 5' o.c. Full form Full form 4404�i - - - -- -- -- — — - - - - - - - - - - - - - - - - - - - - - - - REMOVE (E) GARAGE DOOR ASSEMBLY REMOVE (E) HVAC DUCT - () DOWN THRU FLOOR. PATCH AND REPAIR FLOOR AS REQ'D FOR NEW FLOOR FINISH. REMOVE (E) GMU LOW WALL HVAG KNIT I (E) HVAC., UNIT TO BE REMOVED. r (TYP.) (E) HVAC UNIT TO BE REMOVED. (TYP.) T (E) ELEC. PANELS TO BE RELOCATED (E) HVAC UNIT TO BE REMOVED. (TYP.) J REMOVE (E)ELEC. TRANSFORMER AND CONCRETE BASE. / ii -r I I ii I H_�L I 91 I r lI rtH Ir 11 11 11 11 / 1 REMOVE (E) STORAGE SHED L E) LIFT TO BE REMOVED REMOVE (E) GARAGE DOOR ASSEMBLY 1ST FLOOR DEMOLITION PLAN SCALE: 1/S' = 1' -0" REMOVE (E) GARAGE DOOR ASSEMBLY 1 -1I�\ 1 / 11111 REMOVE (E) FLOOR FINISHES (TYP). PREP (E) CONCRETE TO RECEIVE FLOOR FINISH. SAW an- AND REMOVE PORTION OF CMU WALL // / REVIEWED FOR CODE COMPLIANCE APPROVED 03 / DEMOLITION PLAN NOTES 1. SITE CLEANUP: UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. 2. MATERIAL SALVAGE: COORDINATE WITH OWNER PRIOR TO DEMOLITION. OTHER DISCIPLINES: SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL 5. DRAWINGS FOR DEMOLITION SPECIFIC TO THESE DISCIPLINES. REMOVE ALL INTERIOR PARTITIONS AND FINISHES; INCLUDING BUT NOT LIMITED TO: 4. CARPET, CEILING TILES $ GRID, FRAMED WALLS, ELEC. FIXTURES, CONDUIT, PLUMBING FIXTURES AND PIPING, DUCTWORK, ETC. DEC 16 2011 City of Tukwila BUILDING DIVISION DEMOLATION LEGEND -1A1--yA u EXISTING WALL TO REMAIN EXISTING 1700R TO REMAIN EXISTING WALL TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED SEP 08 2011 1 - STOCK &ASSOCIATES • architecture.1nteriors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com BRUCE R. STOCK TATE OF WASHINGTON - PERMIT SET 06 SEP 11 • cg 0 0 U) 0 co O FIRST FLOOR DEMOLITION SCALE:_ As indicated _ DRAWN: PJL CHECKED: B RS - PROJECT X10-: TOO-09=0-2 - A1.1 9/7/2011 7:13:44 PM ID) iI REMOVE PORTION OF (E) METAL SIDING FOR WINDOW INSTALLATION. SEE EXTERIOR ELEVATIONS. (TYP) REMOVE LPORTION OF (E) METAL SIDING FOR WINDOW INSTALLATION. SEE EXTERIOR ELEVATIONS. REMOVE (E) FLOOR FINISHES (TYP). PREP (E) CONCRETE TO RECEIVE NEW FLOOR TISH. 2ND FLOOR DEMOLITION PLAN SCALE: 1 /S" = 1-0" 4F) I L- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION DEMOLITION PLAN NOTES 1. SITE CLEANUP: UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. 2. MATERIAL SALVAGE: COORDINATE WITH O W ER PRIOR TO DEMOLITION. OTHER DISCIPLINES: SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL 5. DRAWINGS FOR DEMOLITION SPECIFIC TO THESE DISCIPLINES. REMOVE ALL INTERIOR PARTITIONS AND FINISHES; INCLUDING BUT NOT LIMITED TO: 4. CARPET, CEILING TILES d GRID, FRAMED WALLS, ELEC. FIXTURES, CONDUIT, PLUMBING FIXTURES AND PIPING, DUCTWORK, ETC. DEMOLATION LEGEND EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN EXISTING WALL TO BE DEMOLISHED / II 11 EXISTING DOOR TO BE DEMOLISHED II I u SEP 08 2011 ;ERivirr$, ENTER STOCK &ASSOCIATES Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com 12 R G D g BRUCE SO A Of WA N PERMIT SET 06 SEP 11 ■ c.5 0 0 0 CI c.) 43,) LI- CL O - a 0o as - • o - SECOND FLOOR DEMOLITION SCALE:_ As Indicated DRAWN: PJL CHECKED: BRS - PROJECT -NO -: T00-09=02 - A1.2 9/7/2011 7:13:50 PM MECHANICAL EQUIP. 14' - 3 3/4" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 17' - 1 1/2" 13' - 11 1/4" WINDOW ABOVE (TYP.) SEE EXT. ELEVATIONS 10' - 5" (2' - 3" I,n 'w In "T^ 1' -03/4" CENTER LINE OF WALL TO ALIGN YNALL WITH C NTER LINE OF MULLID (TIP) CONFERENCE OM ( 116 OFFICE C 12 OFFICE ( 127) CONFERENCE RM ( 132 ) ., (E) SPRINKLER (136) E)136.4 (E)137.a' °1(E)YRE PRINTER INS T - 0 1/2 " - 0 3/8" DRAWING FILES BELOW WITH P -LAM UNTERTOT- L_ It OPEN OFFICE ( 122 ) DRAWING FILES BELOW WIT P -LAM COU TERT/P HALLWAY ( 149 ) 12' -5" 12' - 4 1/2" 12'- 4 1/2" 7' - 4" 12' -4" ALIGN 2' -6" 12' -6" 7' -2" 15' - 6 13/15" 12' -31/2" (E)135.b E) HALL 9' -O" TYP INS 01G OFFICE NS INS C1 1219 INS L INS ___- \CE)133.a (E) ELEC. RM: ( 133 ) ELEC. RM 151::) EQUIP. 30 SF 1?- OFFICE ( 118 ) INS INS MEETI OFFICE ( 121 ) (E)1 SS.a/ FFICE OFFICE ( 124 ) OFFICE ( 125 ) OFFICE ( 125 ) OFFICE ( 124 ) OFFICE (130) HALLWA ( 150 ) OJANITOR +._ FIRE -ALARM �E)134 134 r i I ( . (4 13*RINTER1 PLOTTER k ELEV. c.NTROL INS OFFICE ( 109 ) 'WOME DRAWING FILES BELOW WITH P -L COUNTERTOP OFFICE ( 105 ) OFFICE ( 142 ) OFFICE ( 140) INS ( 113 ) P COFFEE / STORAGE AREA INS 113.a INS 12' -5" 112.a 139.a LAYOUT-AREA INS 12' - 11 1/2" 22' - 10 3/4" ALIGN CENTER OF WALL WITH CENTER OF WINDOW MULLION INS CLR. DRAINING FILES BELOW WITH P -LAM COUNTERTOP in LOTTERY I -61-°71-R OFFICE 1 BALCONY - - -- ABCaVE OFFICE ( 106 / T z Q INS / / OPEN OFFICE ( 1141) / COFFEE BAR Zo ( 105 ) \\ 8,' - 5" 0) OPEN OFFICE' ` ( 143 ) �\ 105.a STORAGE \� 104 J INS 4' -8" \1,04.a / / DISH WASHER LIBRARY SHELVES BELOW WINDOYNS MAIL ROOM (103) .11 BREAK RM ( 115 ) 011 BICYCLE ❑ RACK WINDOW ABOVE (TIP) SEE EXTERIOR ELEVATIONS ❑ '(E)101a, 115.b CONFERENCE ROOM (145) INS ALIGN CENTER OF WALL WITH CENTER OF STEEL 40LUMN Level 1 ❑ 23' - 5 1/4" ALIGN CENTER OF WALL WITH CENTER OF WINDOW MULLION SCALE: 1/8" = 1' -0 " WALL SCHEDULE TYPE MARK FIRE RATING DESCRIPTION 01* NON -RATED 5/8" GWB; 20 GA STEEL STUDS @ 16" O.G. TO STRUCTURE; 5/8" GWB 02* NON -RATED 5/8" GWB; 20 GA STEEL STUDS @ 16" O.G. TO 12" ABOVE CEILING; 5/8" GWB 03* NON -RATED 5/8" GINS; 20 GA STEEL STUDS @ 16" O.G. TO STRUCTURE 04* NON -RATED 5/16" CERAMIC TILE;1 /2" GEMENTIOUS BACKER PANEL; 20 GA STEEL STUDS (TO 12" ABOVE CEILING); 1/2" CEMENTIIOUS BACKER PANEL; 5/16" CERAMIC TILE 05A NON -RATED 5/16" CERAMIC TILE; 1/2" CEMENTIOUS BACKER PANEL; 2 -1/2" MTL STUDS Co 16" O.G. 31D NON -RATED METAL PANEL, 1/8" VERTICAL HAT CHANNEL @ 24" 0.C.;1 -1/2" METAL FURRING ZEE (HORIZONTAL) @ 4' -0" 0.C./N/ 1 -1/2" RIGID INSULATION, WRB, 5/8" EXTERIOR SHEATHING, 3 -5/8" METAL STUDS AT 16" D.G. W/ INSUL -1 (R -13 BATT INSULATION) STUD SIZE INDICATION ( *) MODIFIER: A:2 -1/2" B:3 -1/2" G:3 -5/8" 17:4" X: MATCH EXISTING ADJACENT CONSTRUCTION INS: ACOUSTICAL BATT INSULATION E: 6" G: 8" H:10" WALL TYPE NOTES 1. SEE PLANS FOR STUD SIZES OTHER THAN INDICATED IN WALL TYPES. 2. ACOUSTICALLY INSULATE ALL STUD CAVITIES CONTAINING PLUMBING AND WALLS INDICATED ON THE PLAN WITH INS. 3. 501)ND BARRIER BATTS REFERS TO UNFACED BATT INSULATION FOR MAXIMUM SOUND ABSORPTION. 4. UNLESS NOTED OTHERWISE, ALL DIMENSIONS SHOWN ARE TO FACE OF STUD. 5. ALL GYPSUM WALL BOARD TO BE TYPE 'X' UNLESS SPECIFICALLY GALLED OUT AS SOME OTHER TYPE. 6. PER IBC SECTION 2509, ON ALL WET WALLS PROVIDE GLASS MAT WATER - RESISTANT GYPSUM BACKING PANELS OR NON - ASBESTOS FIBER REINFORCED CEMENT SUBSTRATE SHEETS IN ACCORDANCE WITH IBC SECTION 2504. Vxh CONSTRUCTION PLAN NOTES 1. SEE GENERAL NOTES ON SHEET A0.1 FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING ETC. 2. DOOR CORNER DIMENSION: TYPICAL DIMENSION FROM PARTITION CORNER TO HINGE SIDE OF DOOR OPENING 15 4" U.N.O. 3. DIM TO PUSH SIDE OF DOOR: MINIMUM DIMENSION FROM PARTITION CORNER TO LATCH SIDE OF DOOR OPENING 15 12" ON THE PUSH SIDE OF THE DOOR U.N.O. 4. DIM TO PULL SIDE OF DOOR: MINIMUM DIMENSION FROM PARTITION CORNER TO LATCH SIDE OF DOOR OPENING 15 18" ON THE PULL SIDE OF THE DOOR U.N.O. 5. EXIT LIGHTING: 15 SHOWN ON REFLECTED CEILING PLANS SHEETS A3.1 AND A3.2. 5. WALL BACKING: PROVIDE WALL BACKING AT CASEWORK, WHITEBOARDS AND OVERHEAD SHELVING LOCATIONS. 1. GORE - DRILLS: CONFIRM ALL CORE- DRILLS WITH STRUCTURAL ENGINEER.. 8 WALL TYPES: SEE WALL TYPE LEGEND THIS SHEET FOR DESCRIPTION OF WALLS GALLED OUT IN PLAN. 4. SEE ENLARGED PLANS FOR DOOR NUMBERS, DIMENSIONS, ELEVATION BUGS AND NOTES IN CONGESTED AREAS, WHERE TAGGED 10. INFILL PORTIONS OF SLAB REMOVED FOR PLUMBING ROUGH -IN AND REMOVAL OF EXISTING FIXUTRES. 11. SEE INTERIOR ELEVATIONS AND DOOR SCHEDULE FOR RELITES, SIDELITES AND CLERESTORY AT OFFICE DOORS. 12. SEE INTERIOR ELEVATION SHEETS FOR CLERESTORY. 13. FIRE EXTINGUISHER CABINETS: "FEC" UNITS TO BE SEMI - RECESSED, U.N.O. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION • SEP 08 2011 STOCK &ASSOCIATES architecture.interiors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com 12\RET It OF SHI T N,� R. STOCK - PERMIT SET 06 SEP 11 ■ I= u D Cg CD -w - - 0 FIRST- FLOOR - PLAN SCALE:- 1 /c„ 1, 0„ DRAWN: PJL CHECKED: B RS - PROJECT -N0 -: 100-0902 - A2.1 9/7/2011 7:13:56 PM r— FUTURE OPEN - OFFICE ( 216 ) GUARD RAIL TO MATCH EXISTING GUARD RAIL INS IT SERVER ROOM (219) INS STORAGE ( 201 ) 10' -1" 7' - 4 1/2" 13' - ALIGN 222.b ' - 3 3/4" M 213.a WOMEN SHOWER ( 214 ) - _J ( ii 1 OFFI1 E OFFICE C-21■-) NEIN RAIL TO MATCH (E) (E)215.a 210.b 205.a (E) EQUIPMENTS; (215) r E STAIR WOMEN'S -RIA 0213) (E) MEN'S RNI I II ( 212) CONFERENCE ROOM ( 210 ) OFFICE (208) OFFICE ( 20'1 ) B -OFFICE 1-15 5F 2 OFFICE 206 ) B -OFFICE 170 SF 2 OFFICE ( 204 ) /�(E)213.a O! (E) RAIL (E) HALLWAY ( 214 ) Lu (E) GUARD RAIL 2ND FLOOR LOBBY (E)204.a` +, I REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila LDING DIVISION --T- EA) Level 2 SCALE: 1/8" = 1' -0" WALL SCHEDULE TYPE MARK FIRE RATING DESCRIPTION 01* NON -RATED 5/8" GAB; 20 GA STEEL STUDS @ 16" O.G. TO STRUCTURE; 5/8" GAB 02* NON -RATED 5/8" GAB; 20 GA STEEL STUDS CP 16" O.G. TO 12" ABOVE CEILING; 5/8" GAB 03* NON -RATED 5/8" GAB; 20 GA STEEL STUDS @ 16" O.G. TO STRUCTURE 04* NON -RATED 5/16" CERAMIC TILE;1 /2" CEMENTIOUS BACKER PANEL; 20 GA STEEL STUDS (TO 12" ABOVE CEILING); 1/2" CEMENTIIOUS BACKER PANEL; 5/16" CERAMIC TILE 05A NON -RATED 5/16" CERAMIC TILE; 1/2" CEMENTIOUS SACKER PANEL; 2 -1/2" MTL STUDS @ 16" O.G. 3117 NON -RATED METAL PANEL, 1/8" VERTICAL HAT CHANNEL @ 24" 0.C.;1-1/2" METAL FURRING ZEE (HORIZONTAL) a, 4' -0" O.C.A/ 1 -1/2" RIGID INSULATION, WRS, 5/8" EXTERIOR SHEATHING, 3 -5/8" METAL STUDS AT 16" O.G. N/ INSUL -1 (R -13 BATT INSULATION) STUD SIZE INDICATION (•) MODIFIER: A: 2-1/2" B: 3-1/2" C:3 -5/8" D: 4" X: MATCH EXISTING ADJACENT CONSTRUCTION INS: ACOUSTICAL BATT INSULATION E: 6" F: 8" 6:10" U \/' U WALL TYPE NOTES 1. SEE PLANS FOR STUD SIZES OTHER THAN INDICATED IN WALL TYPES. 2. ACOUSTICALLY INSULATE ALL STUD CAVITIES CONTAINING PLUMBING AND HALLS INDICATED ON THE PLAN WITH INS. 3. SOUND BARRIER BATTS REFERS TO UNFAGED GATT INSULATION FOR MAXIMUM SOUND ABSORPTION. 4. UNLESS NOTED OTHERAISE, ALL DIMENSIONS SHORN ARE TO FACE OF STUD. 5. ALL GYPSUM HALL BOARD TO BE TYPE X' UNLESS SPECIFICALLY GALLED OUT AS SOME OTHER TYPE. 6. PER IBC SECTION 2509, ON ALL NET HALLS PROVIDE GLASS MAT RATER- RESISTANT GYPSUM BACKING PANELS OR NON - ASBESTOS FIBER REINFORCED CEMENT SUBSTRATE SHEETS IN ACCORDANCE NTH IBC SECTION 250x. jog CONSTRUCTION PLAN NOTES 1. SEE GENERAL NOTES ON SHEET AO.1 FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING ETC. 2. DOOR CORNER DIMENSION: TYPICAL DIMENSION FROM PARTITION CORNER TO HINGE SIDE OF DOOR OPENING 15 4" U.N.O. 3. DIM TO PUSH SIDE OF DOOR: MINIMUM DIMENSION FROM PARTITION CORNER TO LATCH SIDE OF DOOR OPENING 15 12" ON THE PUSH SIDE OF THE DOOR U.N.O. 4. DIM TO PULL SIDE OF DOOR: MINIMUM DIMENSION FROM PARTITION CORNER TO LATCH SIDE OF DOOR OPENING 15 18" ON THE PULL SIDE OF THE DOOR U.N.O. 5. EXIT LIGHTING: 15 SHORN ON REFLECTED CEILING PLANS SHEETS A3.1 AND A3.2. 6. HALL BACKING: PROVIDE WALL BACKING AT CASEWORK, NHITEBOARDS AND OVERHEAD SHELVING LOCATIONS. 7. CORE- DRILLS: CONFIRM ALL CORE- DRILLS WITH STRUCTURAL ENGINEER. 8 WALL TYPES: SEE WALL TYPE LEGEND THIS SHEET FOR DESCRIPTION OF WALLS GALLED OUT IN PLAN. 9. SEE ENLARGED PLANS FOR DOOR NUMBERS, DIMENSIONS, ELEVATION BUGS AND NOTES IN CONGESTED AREAS, WHERE TAGGED 10. INFILL PORTIONS OF SLAB REMOVED FOR PLUMBING ROUGH -IN AND REMOVAL OF EXISTING FIXUTRES. 11. SEE INTERIOR ELEVATIONS AND DOOR SCHEDULE FOR RELITES, SIDELITES AND CLERESTORY AT OFFICE DOORS. 12. SEE INTERIOR ELEVATION SHEETS FOR CLERESTORY. 13. FIRE EXTINGUISHER CABINETS: "FEC" UNITS TO BE SEMI - RECESSED, U.N.O. SEP 08 2011 MAT STOCK &ASSOCIATES Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com v4212 \REGIST BRUCE R. STOCK -OF TAN PERMIT SET 06 SEP 11 CU 00 CI- 0'31-, CD - a - 00 O SECOND FLOOR =PLAN SCALE:_ 1/8" DRAWN: PJL CHECKED: BPS PRO,7ECT Na TOO-09 =0-2 - A2.2 9/7/2011 7:23:15 PM EXI TING BUILT -UP ROOF NEV ROOF JACK / PENETRATION PATCH AND REPAIR (E) ROOF MEMBRANE Roof Plan PAINT EXISTING METAL CANOPY A1. POSTS D ISTI N M ETAL ROOF EX 15TI N ROO SLOPE = 3" PER 12 F JACK SLOPE = 3" PER 12" V T NEW ROO PROVIDE F N JACK EW M ETAL F LASHING 1 NEW ROOF JACK / PENETRATION PATCH AND REPAIR (E) ROOF MEMBRANE EXISTING BUILT -UP ROOF EXISTING ROOF JACK SCALE: 1/5" = 1' -0" 1 H 5° (to TEMPERATURE APPROPRIATE ELASTOMERIC SEALER DRAWBAND 1" RIGID INSULATION MIN. OF 3 HIGH DOMED, GAPPED, AND GASKETED FASTENERS 12" O.G. PER SIDE. REMOVABLE SHEET METAL GOUNTERFLASHING FASTENERS AT 5" O.G. P.T. WOOD BLOCKING 5 NAILER ROOF MEMBRANE UP AND OVER P.T. WOOD CURB COVERBOARD INSULATION RIGID INSULATION ROOF DECK TYPICAL ROOF PENETRATION (,; SCALE: 1" = 1-0" CONSTRUCTION PLAN NOTES 1. SEE GENERAL NOTES ON SHEET AO.1 FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING ETC. 2. DOOR CORNER DIMENSION: TYPICAL DIMENSION FROM PARTITION CORNER TO HINGE SIDE OF DOOR OPENING 15 4" U.N.O. 3. DIM TO PUSH SIDE OF DOOR: MINIMUM DIMENSION FROM PARTITION CORNER TO LATCH SIDE OF DOOR OPENING 15 12" ON THE PU51-4 SIDE OF THE DOOR U.N.O. 4. DIM TO PULL SIDE OF DOOR: MINIMUM DIMENSION FROM PARTITION CORNER TO LATCH SIDE OF DOOR OPENING 15 15" ON THE PULL SIDE OF THE DOOR U.N.O. 5. EXIT LIGHTING: 15 SHOWN ON REFLECTED CEILING PLANS SHEETS A3.1 AND A3.2. 6. WALL BACKING: PROVIDE WALL BACKING AT CASEWORK, WHITEBOARDS AND OVERHEAD SHELVING LOCATIONS. I. CORE - DRILLS: CONFIRM ALL GORE - DRILLS WITH STRUCTURAL ENGINEER. 5 WALL TYPES: SEE WALL TYPE LEGEND THIS SHEET FOR DESCRIPTION OF . WALLS GALLED OUT IN PLAN. 9. SEE ENLARGED PLANS FOR DOOR NUMBERS, DIMENSIONS, ELEVATION BUGS AND NOTES IN CONGESTED AREAS, WHERE TAGGED 10. INFILL PORTIONS OF SLAB REMOVED FOR PLUMBING ROUGH -IN AND REMOVAL OF EXISTING FIXUTRES. 11. SEE INTERIOR ELEVATIONS AND DOOR SCHEDULE FOR RELITES, SIDELITES AND CLERESTORY AT OFFICE DOORS. 12. SEE INTERIOR ELEVATION SHEETS FOR CLERESTORY. 13. FIRE EXTINGUISHER CABINETS: "FEC" UNITS TO BE SEMI - RECESSED, U.N.O. ED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila DREG DIVISION SEP 0 8 2011 PERMT NT ER STOCK &ASSOCIATES • architecture.interiors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com 12'REiTERE'a MITEC- - BRUCE R. STOCK w - it -OF _WASH) )' . PERMIT SET 06 SEP 11 1 ■ 0 0 O ROOF PLAN - SCALE:- As indicated _ DRAWN: PJL CHECKED: BPS - PROJECT -Na: T00-09 =02 A2.3 9/7/2011 7:1 4:06 PM 2 X X X -X 1 ® ■ 0 ■■ 0 111■ O ■ ■■■ ■■.■ ` I //■ MEM ? NM p ui ■ Ia (E) -O r-� I I I I -7 OPEN TO STRUCTURE ABOVE • ACT AFF TYP U.N.O I 1 I 1 7 EDGE OF 2ND FLOOR -1 BALCONY 1 1 11 11 1,L I IRAK RM ( 115- �-_� -- OPEN TO STRUCTURE ABOVE - 5 II ESEI 1 1 I OPEN TO STRUCTURE 1. - • OPEN OFFICE ( 1221- ■■1 , ■_3_■ swAREtra minim ■��■ ■■'`atma o" M 7 !11! I I MALI = I _� o pi Dian � II �_ IMO IEEE EIMMIll 11111111111immun NM li■__==111C - nilOTIIMMICII_IIC_=1=IC - .i• -ii•' :1 • fi -'I I •i• •I • • 6.1 , EN'S: •• O ' T ELEV. CON$ROL ( '11 ) _ 1_ i OPEN OFF14LE ( 114) 11 ❑ ❑ LEVEL 1 REFLECTED CEILING PLAN 1 SCALE: 1/8" = 1' -0' II ED) I OPEN TO STRUCTURE ;ABOVE 33 E S IR 14 1 O J ®� • HA . -_ AY 0 I I OPEN I r ' TO STRUCTURE -'- _ I . 1111 ABOVE 0 II ■■■ rioamin mom riiMI ■■■■ 1 ST'F 0 •• R 101 • 0 ! ■I ■ ■021 •1 MEGRIM 1 I , ■�,! w iiiiii • BEM lin (E) HALL -- „ _ 111111•11156° 1 „ 1 o miff Imam ■ 1111 Loom momil ■I ■■u mum on ■ 1 so 0 r ■ ■■ ■ L ■■I ! � ■■ L 91' 111 ilmi i i ■m ouz wkirer 11-ma-- i a 0 II ■■■ rioamin mom riiMI ■■■■ 1 ST'F 0 •• R 101 • 0 ! ■I ■ ■021 •1 MEGRIM 1 I , ■�,! w iiiiii • BEM lin (E) HALL nom suu _ ommo ■ � 7 ,J -- - d ER"_��i ■■ 11 I,I 1 1 1 I I r-/ 1/ I' /1 1 __mi_�__ ■ ■15 <mi■■ WNI ..'i1G0: 1 ■►2 IU6 k CliitAi EPTI 102 EG) 0 ■■. Ix-M1 IEEE I�? (E) ELEC. RM. ( 133' ) (E)JANITOR+ FIRE - ALARM ( 134 OPEN TO STRUCTURE __L • • A 4 (E) SPRINKLER (. 136 (E) CESTROf�IA (E) RE TROOM STAI 146 O 11 11 u A 1- / 6:14-41)FICE ( 1' ,. -I / / ,L i /// 1 1 1 1 11 1 1 11 1 11 / EDGE OF 2ND FLOOR-- BALCONY [I 11 I 1! — _ OPEN TO STRUCTURE ABOVE ; - _ _ - - I-1 -I- OPEN TO STRUCTURE — ABOVE ; ! I ■■ ■■■tea ■ I M ■I0 rii e 1 E Eli i i1 ■ 1 b I ,h + � l Il Li' I. Q' 6" ` -, ' e ✓ t% r -- _I ! i !! 0 r- 11 INNEN= orammol 1-■L am■ I■a■■■ I■M■'I,■ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila JILDING DIVISION M O RCP LEGEND SEE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS FOR FIXTURE TYPES. ® EXIT LIGHT PER ELECTRICAL x CEILING ACCESS PANEL DIFFUSER PER MECHANICAL RETURN AIR PER MECHANICAL r P J PROJECTOR PER A/V c = S RECESSED PROJECTION SCREEN REFLECTED CEILING PLAN NOTES GENERAL 2. 3. 4. 5. 6. CEILING GRIDS TO BE CENTERED IN ROOMS U.O.N. BORDER PANELS TO BE SYMMETRICAL OF THE LARGEST POSSIBLE GUT SIZE. G■B CEILINGS d SOFFIT HEIGHTS AS NOTED ON PLAN RECESSED CAN LIGHTS, SURFACE MOUNTED LIGHTS, EXIT LIGHTS, PENDANT LIGHTS DIFFUSERS AND RETURN AIR TO BE CENTERED IN CEILING TILE AT ACT U.O.N. PROVIDE SEISMIC BRACING AT ALL SUSPENDED ACOUSTICAL CEILINGS PER DETAILS 2 d 4 ON SHEET A9.1. PROVIDE WINDOW SHADES WHERE SHOWN ON PLAN. SEE SPECIFICATIONS d MATERIAL SCHEDULE FOR SPECIFICATION AND COLOR. PROVIDE ENCAPSULATED SOUND BATT INSULATION 2' - 0" FROM WALL ABOVE CEILING AT CONFERENCE ROOMS AND OFFICES. RGP COORDINATION 1. 2. 3. 4. 5. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE PLACEMENT. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE d ENERGY LOADS. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE LOCATIONS AND INFORMATION. SEE ELECTRICAL DRAWINGS FOR SWITCHING LOCATIONS PROVIDE ACCESS PANELS IN GWB CEILINGS AS NECESSARY FOR ACCESS TO MECHANICAL AND ELECTRICAL EQUIPMENT - COORDINATE LOCATION W/ ARCHITECT. NOTIFY ARCHITECT REGARDING ANY CONFLICTS AT LIGHTING LOCATIONS PRIOIR TO INSTALLATION. SEP 08 2011 PERM T STOCK &ASSOCIATES ■ architecture.i nteriors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com i2 r` eNTERED - /_' t_ BRUCE R. STOCK ATE- Of WASHING T0N PERMIT SET 06 SEP 11 0 • 00 FIRST FLOOR - -RCP SCALE_ 1/8" DRAWN: PJ! CHECKED: B RS PROJECT NO-: T0009 =02 A3.1 9/7/2011 7:14:12 PM -- „ _ 111111•11156° „ 1 _ 1111 11 I,I 1 1 1 I I r-/ 1/ I' /1 1 __mi_�__ ■ ■15 <mi■■ WNI ..'i1G0: 1 ■►2 IU6 k CliitAi EPTI 102 EG) 0 ■■. Ix-M1 IEEE I�? (E) ELEC. RM. ( 133' ) (E)JANITOR+ FIRE - ALARM ( 134 OPEN TO STRUCTURE __L • • A 4 (E) SPRINKLER (. 136 (E) CESTROf�IA (E) RE TROOM STAI 146 O 11 11 u A 1- / 6:14-41)FICE ( 1' ,. -I / / ,L i /// 1 1 1 1 11 1 1 11 1 11 / EDGE OF 2ND FLOOR-- BALCONY [I 11 I 1! — _ OPEN TO STRUCTURE ABOVE ; - _ _ - - I-1 -I- OPEN TO STRUCTURE — ABOVE ; ! I ■■ ■■■tea ■ I M ■I0 rii e 1 E Eli i i1 ■ 1 b I ,h + � l Il Li' I. Q' 6" ` -, ' e ✓ t% r -- _I ! i !! 0 r- 11 INNEN= orammol 1-■L am■ I■a■■■ I■M■'I,■ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila JILDING DIVISION M O RCP LEGEND SEE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS FOR FIXTURE TYPES. ® EXIT LIGHT PER ELECTRICAL x CEILING ACCESS PANEL DIFFUSER PER MECHANICAL RETURN AIR PER MECHANICAL r P J PROJECTOR PER A/V c = S RECESSED PROJECTION SCREEN REFLECTED CEILING PLAN NOTES GENERAL 2. 3. 4. 5. 6. CEILING GRIDS TO BE CENTERED IN ROOMS U.O.N. BORDER PANELS TO BE SYMMETRICAL OF THE LARGEST POSSIBLE GUT SIZE. G■B CEILINGS d SOFFIT HEIGHTS AS NOTED ON PLAN RECESSED CAN LIGHTS, SURFACE MOUNTED LIGHTS, EXIT LIGHTS, PENDANT LIGHTS DIFFUSERS AND RETURN AIR TO BE CENTERED IN CEILING TILE AT ACT U.O.N. PROVIDE SEISMIC BRACING AT ALL SUSPENDED ACOUSTICAL CEILINGS PER DETAILS 2 d 4 ON SHEET A9.1. PROVIDE WINDOW SHADES WHERE SHOWN ON PLAN. SEE SPECIFICATIONS d MATERIAL SCHEDULE FOR SPECIFICATION AND COLOR. PROVIDE ENCAPSULATED SOUND BATT INSULATION 2' - 0" FROM WALL ABOVE CEILING AT CONFERENCE ROOMS AND OFFICES. RGP COORDINATION 1. 2. 3. 4. 5. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE PLACEMENT. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE d ENERGY LOADS. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE LOCATIONS AND INFORMATION. SEE ELECTRICAL DRAWINGS FOR SWITCHING LOCATIONS PROVIDE ACCESS PANELS IN GWB CEILINGS AS NECESSARY FOR ACCESS TO MECHANICAL AND ELECTRICAL EQUIPMENT - COORDINATE LOCATION W/ ARCHITECT. NOTIFY ARCHITECT REGARDING ANY CONFLICTS AT LIGHTING LOCATIONS PRIOIR TO INSTALLATION. SEP 08 2011 PERM T STOCK &ASSOCIATES ■ architecture.i nteriors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com i2 r` eNTERED - /_' t_ BRUCE R. STOCK ATE- Of WASHING T0N PERMIT SET 06 SEP 11 0 • 00 FIRST FLOOR - -RCP SCALE_ 1/8" DRAWN: PJ! CHECKED: B RS PROJECT NO-: T0009 =02 A3.1 9/7/2011 7:14:12 PM ✓ t% r -- _I ! i !! 0 r- 11 INNEN= orammol 1-■L am■ I■a■■■ I■M■'I,■ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila JILDING DIVISION M O RCP LEGEND SEE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS FOR FIXTURE TYPES. ® EXIT LIGHT PER ELECTRICAL x CEILING ACCESS PANEL DIFFUSER PER MECHANICAL RETURN AIR PER MECHANICAL r P J PROJECTOR PER A/V c = S RECESSED PROJECTION SCREEN REFLECTED CEILING PLAN NOTES GENERAL 2. 3. 4. 5. 6. CEILING GRIDS TO BE CENTERED IN ROOMS U.O.N. BORDER PANELS TO BE SYMMETRICAL OF THE LARGEST POSSIBLE GUT SIZE. G■B CEILINGS d SOFFIT HEIGHTS AS NOTED ON PLAN RECESSED CAN LIGHTS, SURFACE MOUNTED LIGHTS, EXIT LIGHTS, PENDANT LIGHTS DIFFUSERS AND RETURN AIR TO BE CENTERED IN CEILING TILE AT ACT U.O.N. PROVIDE SEISMIC BRACING AT ALL SUSPENDED ACOUSTICAL CEILINGS PER DETAILS 2 d 4 ON SHEET A9.1. PROVIDE WINDOW SHADES WHERE SHOWN ON PLAN. SEE SPECIFICATIONS d MATERIAL SCHEDULE FOR SPECIFICATION AND COLOR. PROVIDE ENCAPSULATED SOUND BATT INSULATION 2' - 0" FROM WALL ABOVE CEILING AT CONFERENCE ROOMS AND OFFICES. RGP COORDINATION 1. 2. 3. 4. 5. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE PLACEMENT. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE d ENERGY LOADS. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE LOCATIONS AND INFORMATION. SEE ELECTRICAL DRAWINGS FOR SWITCHING LOCATIONS PROVIDE ACCESS PANELS IN GWB CEILINGS AS NECESSARY FOR ACCESS TO MECHANICAL AND ELECTRICAL EQUIPMENT - COORDINATE LOCATION W/ ARCHITECT. NOTIFY ARCHITECT REGARDING ANY CONFLICTS AT LIGHTING LOCATIONS PRIOIR TO INSTALLATION. SEP 08 2011 PERM T STOCK &ASSOCIATES ■ architecture.i nteriors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com i2 r` eNTERED - /_' t_ BRUCE R. STOCK ATE- Of WASHING T0N PERMIT SET 06 SEP 11 0 • 00 FIRST FLOOR - -RCP SCALE_ 1/8" DRAWN: PJ! CHECKED: B RS PROJECT NO-: T0009 =02 A3.1 9/7/2011 7:14:12 PM 2 -A- I I V r1 L LS=L Q -J 1 ri 1 LI i r1 ' _1 r 1 1 1 1 1 1 v OPEN TO STRUCTURE ABOVE .\\ FUTURE OPEN -OFFICE ( 216 ) 1 1 1 1 LJ /_ _1 u Y IJ 1 2ND FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1' -O" RIDGE LINE J ®� I I I I I I I I LL (E) E s® 1 MEN'S SHOWER 213 WO SH e • N'S ER e r, • UIPME IT • (E STAIR • • (Er WOMENS • OPEN TO STRUCTURE -E IASOV IT SERVER'ROOM (219) 0 0 _ r -7 -_ ==1 II FIT =a rLJJ r� 1 -- r + -1 1 I I I.1 I ri I J -1 - T 1 '. I I I I I 1 s■i'111• ,1,( ®I■, moo I 1 E) MEN'S RM (E) HALLWA' (214) 1• ; 4 ► ipIu1U � a u�irrormi — - OPEN TO STRUCTURE ABOVE BKI 11 1 41_ Li -1 1 r 11 r J 11 1 J 11 II j1 �I �1T_ �_L__ i� - I L LJ--- 1 I I 2: 7 r 1 FUTURE OPEN -OFFICE ( 222 ) Fs Augi num: 1 t): Il EI L - r= (1 Ild �lu 0 Iq� � 1 L I_ P ® 4E) HALLWAY IH 1_ -•t OPEN TO STRUCTURE ABOVE I-D 2ND FLOOR LOBBY ( 211 11 11 CE 6=4 `NE Are II TORACE 201 BATHI&M (202 (E) STAIR (204) IMMOINIffr I I-y el• FIC `111■t %i•" E RCP LEGEND, x SEE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS FOR FIXTURE TYPES. EXIT LIGHT PER ELECTRICAL CEILING ACCESS PANEL DIFFUSER PER MECHANICAL RETURN AIR PER MECHANICAL L J PROJECTOR PER AA/ • S RECESSED PROJECTION SCREEN \--P,'Lll'i-DIVED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila AIDING DIVISION 0 REFLECTED CEILING PLAN NOTES GENERAL 1. CEILING GRIDS TO BE CENTERED IN ROOMS U.O.N. BORDER PANELS TO BE SYMMETRICAL OF THE LARGEST POSSIBLE GUT SIZE. 2. GINS CEILINGS 4 SOFFIT HEIGHTS AS NOTED ON PLAN 5. RECESSED CAN LIGHTS, SURFACE MOUNTED LIGHTS, EXIT LIGHTS, PENDANT LIGHTS DIFFUSERS AND RETURN AIR TO BE CENTERED IN CEILING TILE AT ACT U.O.N. 4. PROVIDE SEISMIC BRACING AT ALL SUSPENDED ACOUSTICAL CEILINGS PER DETAILS 2 4 4 ON SHEET A9.1. 5. PROVIDE WINDOW SHADES WHERE SHOWN ON PLAN. SEE SPECIFICATIONS 4 MATERIAL SCHEDULE FOR SPECIFICATION AND COLOR. 6. PROVIDE ENCAPSULATED SOUND BATT INSULATION 2' - 0" FROM WALL ABOVE CEILING AT CONFERENCE ROOMS AND OFFICES. RCP COORDINATION 1. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE PLACEMENT. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE 4 ENERGY LOADS. 2. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE LOCATIONS AND INFORMATION. 5. SEE ELECTRICAL DRAWINGS FOR SWITCHING LOCATIONS 4. PROVIDE ACCESS PANELS IN GWB CEILINGS AS NECESSARY FOR ACCESS TO MECHANICAL AND ELECTRICAL EQUIPMENT - COORDINATE LOCATION W/ ARCHITECT. 5. NOTIFY ARCHITECT REGARDING ANY CONFLICTS AT LIGHTING LOCATIONS PRIOIR TO INSTALLATION. SEP 0 8 2011 PERMIT CENTEIs ' STOCK &ASSOCIATES architecture.interiors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com BRUCE R. STOCK , STATE rev PERMIT SET 06 SEP 11 ■ C3 ■ 0 00 SECOND FLOOR — RCP= SCALE:_ 1/ 8' = -1 0` DRAWN: NI_ CHECKED: B RS PROJECT -NO-: IO0-0902 A3.2 9/7/2011 7:14:19 PM 1-11-7-0 -u� , BENCH (FOIO) - 6" C3ENLARGED SHOWER PLAN- LEVEL 2 SCALE: 1/4" = 1' -0" ENLARGED SHOWER RCP - LEVEL 2 SCALE: 1/4" = 1' -0" le■_____________ • M■ ! 11______________■' 7_____________ 1 III — IINE= = = = = = = = = = = = ■INIRMIMMINEM MI 1____________ •I■IIIIMWEIMMIE iIll• L____i_______ ■ .____■ ■____ ------ -- - - - - -- ■ I____ ■ ■____ 28 TYP. RESTROOM ELEVATION 24' X 45' MIRROR, TYP. PROVIDE PIPE PROTECTION, TYP SCALE: 1/4" = 1' -0" a a-0 TYPICAL SHOWER ROOM 22 SCALE: 1/4 = 11-0" 2 INS 11 11 ICI NS 1 5' - 0" CLEAR 5' - 0" CLEAR 01C> I 15' -S1/ 16' - 0" INS -EQ EQ 1 - MEN'S // ( 112 ) ( A4.1 4S" X W" 4S" X 60" CLEAR FLR. CLEAR FLR. SPACE H SPACE I II — L - - -� TA -2 INS ENLARGED RESTROOM PLAN -LEVEL 1 INS TA -2 SCALE: 1 /4" = 1' -0" (2)ENLARGED RESTROOM RCP - LEVELI SCALE: 1/4" = 1-0" 1______ � _ 1�• 1mm1 Nu■7rnsim_ a�mmimm� 1_!' –:,1_I •ml'.I��• Iw - - - - -- Imo imi.�■I■mm. i i ■ - : —= I_■ 11■• •• 1 I _t7____ imii ICI I■ 1�I _� ____� I�■I� ICI Ni■ ■ 1�I __I____o. IN= Il i _I 1_I _ -7__ M_I I • /ICI.• 1!•! - �iM__I 1__►�MI_I..LWJIM. _ii____. •_r__■IIMME1= = = = = =11 _______. •_____ I___IKq______• TOILET PARTITION WALL, TYP. WALL HUNG URINAL, TYP WALL HUNG TOILET, TYP 6\ MEN'S RESTROOM -112 N SCALE. 1/4" = 1' -0" HAND DRYER PAPER TOWEL DISPNSER AND WASTE RECEPTACLE TOILET TISSUE DISPENSER TA -41 SANITARY NAPKIN DISPOSAL GRAB BAR- SEE INTERIOR ELEVATIONS FOR SIZES SANITARY NAPKIN 4 TAMPOON VENDOR TOWEL PIN / COAT HOOK SHOWER ROD $ HOOKS ROBE HOOK WITH BUMPER 1' -0" 3' -6" 1 f 3' -4 "� O TYP. RESTROOM ELEVATION ENLARGED PLAN NOTES 1. SEE GENERAL NOTES ON SHEET A0.1 FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING, ETC. 2. OTHER DISCIPLINES: SEE MECHANICAL AND PLUMBING DRAWINGS FOR DEMOLITION SPECIFIC TO THESE DISCIPLINES. 3. ANSI A111.1 -2003 - CONTROLS $ HAND SHOWERS, SECTION 606.5.2 MINIMUM $ MAXIMUM HEIGHTS: MINIMUM HEIGHT = 35" A.F.F., MAXIMUM HEIGHT = 40" A.F.F. SEE ELEVATIONS FOR TYPICAL LOCATION. 4. WALL BACKING: PROVIDE WALL BACKING AT GRAB BARS, CASEWORK AND OVERHEAD SHELVING LOCATIONS. 5. TOILET FLUSH CONTROLS: TO SE LOCATED AT OPEN SIDE OF TOILET. CONTROLS NOT TO EXCEED 44" A.F.F. 6. SEE A4.1 FOR MOUNTING HEIGHTS. 1. ALL SINKS TO BE ACCESIBLE PER DETAIL 13/A4.1. REFLECTED CEILING PLAN NOTES GENERAL- 1. GWB CEILINGS $ SOFFIT HEIGHTS AS NOTED ON PLAN 2. RECESSED CAN LIGHTS, SURFACE MOUNTED LIGHTS, EXIT LIGHTS, PENDANT LIGHTS DIFFUSERS AND RETURN AIR TO BE CENTERED IN CEILING TILE AT ACT U.O.N. 3. PROVIDE SEISMIC BRACING AT ALL SUSPENDED ACOUSTICAL CEILINGS PER DETAILS 2 4 4 ON SHEET A4.1. 4. CEILING GRIDS TO BE CENTERED IN ROOMS U.O.N. 5. PROVIDE WINDOW SHADES AT EACH PERIMETER WINDOW. SEE SPECIFICATIONS $ MATERIAL SCHEDULE FOR SPECIFICATION AND COLOR. 6. PROVIDE ENCAPSULATED SOUND BATT INSULATION 2' - 0" FROM WALL ABOVE CEILING AT CONFERENCE ROOMS, OFFICES AND HOTELING ROOMS. RCP COORDINATION 1. ARCHITECTURAL RCP TO TAKE PRECEDENCE OVER ELECTRICAL LIGHTING PLANS IN TERMS OF LIGHT FIXTURE PLACEMENT. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE $ ENERGY LOADS. 2. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND RETURN GRILLE LOCATIONS AND INFORMATION. 3. SEE ELECTRICAL DRAWINGS FOR SWITCHING LOCATIONS 4. PROVIDE ACCESS PANELS IN GWS CEILINGS AS NECESSARY FOR ACCESS TO MECHANICAL AND ELECTRICAL EQUIPMENT - COORDINATE LOCATION W/ ARCHITECT. 5. NOTIFY ARCHITECT REGARDING ANY CONFLICTS AT LIGHTING LOCATIONS. WALL SCHEDULE TYPE MARK FIRE RATING DESCRIPTION 01* NON -RATED 5/5" GWB; 20 GA STEEL STUDS @ 16" O.G. TO STRUCTURE; 5/S" GWB 02* NON -RATED 5/5" GWB; 20 GA STEEL STUDS @ 16" O.G. TO 12" ABOVE CEILING; 5/S" GWB 03* NON -RATED 5/S" GWB; 20 GA STEEL STUDS @ 16" O.G. TO STRUCTURE 04* NON -RATED 5/16" CERAMIC TILE;1 /2" CEMENTIOUS BACKER PANEL; 20 GA STEEL STUDS (TO 12" ABOVE CEILING); 1/2" CEMENTIIOUS BACKER PANEL; 5/16" CERAMIC TILE 05A NON -RATED 5/16" CERAMIC TILE; 1/2" CE14ENTIOUS BACKER PANEL; 2 -1/2" MTL STUDS @ 16" O.G. 31D NON -RATED METAL PANEL, 1/S" VERTICAL HAT CHANNEL @ 24" O.G.;1 -1/2" METAL FURRING ZEE (HORIZONTAL) @ 4-0" O.C.W/ 1 -1/2" RIGID INSULATION, WRB, 5/S" EXTERIOR SHEATHING, 3 -5/S" METAL STUDS AT 16" O.G. W/ INSUL -1 (R -13 BATT INSULATION) STUD SIZE INDICATION (•) MODIFIER: A:2 -1/2" B:3 -1/2" C:3 -5/S" D: 4" X: MATCH EXISTING ADJACENT CONSTRUCTION INS: ACOUSTICAL BATT INSULATION SCALE: 1 /4" = 1' -0" TA -10 STAINLESS STEEL SHELF MIRROR, FRAMED TOILET SEAT COVER DISPENSER 1 (n TA-13 SURFACE MOUNTED STAINLESS STEEL MOP AND BROOM HOLDER WITH SHELF AT JANITOR'S CLOSET DRINKING FOUNTAIN E: 6" TYPICAL BATHROOM ACCESSORIES SCALE: 1/4" = 1' -0" DIMS TO SPOUT NOTE: GRAB BAR TO BE MOUNTED AND CONSTRUCTED TO RESIST HORIZONTAL OR VERTICAL LOADS OF 250 POUNDS PER ICG /ANSI A111 604.8. G: 8" H:10" DANCE 'JED DEC 162011 City of Tukwila ILDING DIVISION SEP 08 2011 ERFOIT CENTER: STOCK &ASSOCIATES architect ure.interiors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com 4212 RELIT, RED BRUCE R. STOCK it of WASHINGTON PERMIT SET 06 SEP 11 • 0 00 • Y N ENLARGED : RESTROOM PLANS AND ELEVATION SCALE: 1/4" = 1' 0" DRAWN: PJE CHECKED: B RS PROJECT NO: 100-09 -02 A4.1 9/7/2011 7:14:2 PM Roof Ridge 30' -3" LkRoof Eave 20' -0" jiik Level2 12' - 10" Levell 0' -0" (G) (m) 6 -0 EC2' ECG !: - 4 1/2 ( E> ECQ (E) STEEL CANOPY TO BE PAINTED (TYP) SOUTH ELEVATION / SCALE: 1/5 - 1 -0 REPLACE (E) GARAGE DOORS WITH ALUMINUM STORE FRONT SYSTEM i /. /, ALUMINUM WINDOW SYSTEM — SEE SHEET A'1.1 FOR INFORMATION (E) STEEL CANOPY TO ;BE PAINTED (TYP) ;r (E) STORE FRONT TO REMAIN REPLACE (E) WINDOW WITH ALUM. WINDOW EAST ELEVATION Roof Ridge 30' - 3" Roof Eave 20' -0" Ar Level 2 iikk 12' - 10" SCALE: 1/& = 1-0' EQ EQ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION (4� GENERAL NOTES 1. ALL EXISTING METAL WALL PANELS TO BE PAINTED 2. EXISTING STEEL CANOPY TO BE REPAINTED 3. EXISTING EXTERIROR DOORS TO BE REPAINTED C3 WEST ELEVATION SCALE: 1/5" = 1-0" IA�t)M Y^IINPOW ",rd31 GNTEREb SET 1 N 'STRUCTURAL'',BAYS, (TYP I II 30q CA) NORTH ELEVATION SCALE: 1 /5" = 1' -0" KA) U eT- (A) U U A)/ P METAL WALL - PA1VL iNFILL — —1 Roof Ridge 30' - 3" Roof Eave 20' - 0" Level 2 AL 12' -10" EXISTING WALL BRACING TO REMAIN. (TYP) Level 1 0' -0" Ar SEP 08 2011 Fig FF N STOCK &ASSOCIATES III arch itecture.interiors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com PERMIT SET 06 SEP 11 CID V 0 u ca:1 i ■ (o, _ o 2, tIS 00 cn (.) L)) ai) 41) Q CO "—I Es ILE icD c4,2 1E 00 EXTERIOR ELEVATIONS . SCALE:_ 1/5" = 1' 0" DRAWN: PJL CHECKED: B RS PROJECT -NO-: T0009 -02 A5.1 9/7/2011 7:14:30 PM DOOR SCHEDULE DOOR NO. ORIENTATION DOOR FRAME HARDWARE COMMENTS FROM ROOM TO ROOM HAND WIDTH HEIGHT THICK FIRE RATING TYPE MAT FINISH RELITE GLAZ TRANSOM SIDE -LITE MAT FINISH HINGES LOCK CLOSER STOP SMK GSKT SIDE GSKT BOTTOM SEAL KICK PLATE FLUSH BOLT DPS COORD ELEC STRK ACCESS CONTROL DEVICE NAME NO. NAME NO. Level 1 (E)101a 1ST FLOOR LOBBY 101 RHA 6' - 0" 7' - 0" 0' - 1 3/4" - G MTL PT MTL PT E ENT Yes No Yes Yes - Yes No No N N (E) TO REMAIN (E)111.a MEETING 120 ELEV. CONTROL 111 RHR 3' - 0" 6' - 8" 0' - 1 3/4" 1 HR C WD PT - WD PT E ST No Yes No No - No No No N N (E) TO REMAIN (E)115.c BREAK RM 115 RH 3' - 0" 7' - 0" 0' - 1 3/4" - D MTL PT MTL PT E ENT Yes No Yes Yes - No No No N N (E) TO REMAIN (E)132.a OPEN OFFICE 131 CONFERENCE RM 132 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA No No No No - No No No N N (E) TO REMAIN (E)132.b CONFERENCE RM 132 RHR 3' - 0" 6' - 8" 0' - 1 3/4" - C MTL PT - MTL PT E ENT Yes No Yes Yes - No No No N N (E) TO REMAIN (E)133.a (E) HALLWAY 135 (E) ELEC. RM. 133 RH 3' - 0" 6' - 8" 0' - 1 3/4" - C MTL PT - MTL PT E ST No No No No - No No No N N (E) TO REMAIN (E)134.a (E) HALLWAY 135 (E)JANITOR+ FIRE -ALARM 134 LH 3' - 0" 6' - 8" 0' - 1 3/4" - C MTL PT - MTL PT E ST No No No No - No No No N N (E) TO REMAIN (E)135.a OPEN OFFICE 143 (E) HALLWAY 135 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA No No No No - No No No N N (E) TO REMAIN (E)135.b (E) HALLWAY 135 OPEN OFFICE 131 RH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA No No No No - No No No N N (E) TO REMAIN (E)135.c (E) HALLWAY 135 LH 3' - 0" 6' - 8" 0' - 1 3/4" - C MTL PT - MTL PT E ENT Yes No Yes Yes - No No No N N (E) TO REMAIN (E)136.a (E) HALLWAY 135 (E) SPRINKLER 136 RH 3' - 0" 6' - 8" 0' - 1 3/4" - C MTL PT - MTL PT E ST No No No No - No No No N N (E) TO REMAIN (E)137.a (E) HALLWAY 135 (E) RESTROOM 137 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA No No No No - No No No N N (E) TO REMAIN (E)138.a (E) HALLWAY 135 (E) RESTROOM 138 RH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA No No No No - No No No N N (E) TO REMAIN 104.a HALLWAY 152 STORAGE 104 LHR 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR ST No No No No - No No No N N 105.a HALLWAY 152 COFFEE BAR 105 LH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 106.a HALLWAY 152 OFFICE 106 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 107.a HALLWAY 152 OFFICE 107 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 108.a HALLWAY 152 OFFICE 108 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 109.a HALLWAY 152 OFFICE 109 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 110.a HALLWAY 152 OFFICE 110 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 112.a HALLWAY 152 MEN'S 112 LH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 113.a HALLWAY 152 WOMEN'S 113 RH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 115.a OPEN OFFICE 114 BREAK RM 115 RH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 115.b BREAK RM 115 LH 9' - 0" 8' - 0" 0' - 2" - E MTL PT MTL PT 1.5 PR DP No No Yes Yes - No No No N N 116.a OPEN OFFICE 114 CONFERENCE RM 116 RH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 117a OPEN OFFICE 122 OFFICE 117 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 118a OPEN OFFICE 122 OFFICE 118 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 119a OPEN OFFICE 122 OFFICE 119 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 120a OPEN OFFICE 122 MEETING 120 LH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 121a OPEN OFFICE 122 OFFICE 121 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST - YES YES WD ST 1.5 PR OFF No No No No - No No No N N 122a OPEN OFFICE 122 RHR 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - YES YES WD PT 1.5 PR ENT No No No No - No No No N N 123.a HALLWAY 149 OFFICE 123 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 124.a HALLWAY 149 OFFICE 124 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 125.a OPEN OFFICE 131 OFFICE 125 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 126.a HALLWAY 149 OFFICE 126 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WO ST 1.5 PR OFF No No No No - No No No N N 127.a HALLWAY 149 OFFICE 127 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 128.a OPEN OFFICE 131 OFFICE 128 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 129.a OPEN OFFICE 131 OFFICE 129 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 130.a OPEN OFFICE 131 OFFICE 130 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 139.a OPEN OFFICE 143 STORAGE 139 RH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR ST No No No No - No No No N N 140.a OPEN OFFICE 143 OFFICE 140 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 142.a OPEN OFFICE 143 OFFICE 142 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 143a OPEN OFFICE 143 RHR 3' - 0" 6' - 8" 0' - 1 3/4" - D MTL PT - MTL PT 1.5 PR ENT Yes No Yes Yes - No No No N N 144.a OPEN OFFICE 143 101 OFFICE 144 LA 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 145a 1ST FLOOR LOBBY ' CONFERENCE ROOM 145 RHA 6' - 0" 7' - 10" 0' - 1 3/4" - G MTL PT MTL PT 1.5 PR PA No No No - Yes No No N N 145b OPEN OFFICE 143 CONFERENCE ROOM 145 LH 3' - 0" 7' - 10" 0' - 1 3/4" - D MTL PT MTL 1.5 PR PA No No No - No No No N N 151a HALLWAY 152 ELEC. RM 151 LHR 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR ST No No No No - No No No N N Level 2 (E)201.a (E) HALLWAY 203 STORAGE 201 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E ST No No No No - No No No N N (E) TO REMAIN (E)202.a (E) HALLWAY 203 (E) BATHROOM 202 RH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PRIV No No No No - No No No N N (E) TO REMAIN (E)204.a (E) HALLWAY 203 OFFICE 204 RH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E OFF No No No No - No No No N N (E) TO REMAIN (E)206.a (E) HALLWAY 203 OFFICE 206 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E OFF No No No No - No No No N N (E) TO REMAIN (E)207.a (E) HALLWAY 203 OFFICE 207 RH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E OFF No No No No - No No No N N (E) TO REMAIN (E)208.a 2ND FLOOR LOBBY 211 OFFICE 208 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E OFF No No No No - No No No N N (E) TO REMAIN (E)209.a 2ND FLOOR LOBBY 211 VENDING 209 RH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA No No No No - No No No N N (E) TO REMAIN (E)210.a (E) HALLWAY 214 CONFERENCE ROOM 210 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA No No No No - No No No N N (E) TO REMAIN (E)212.a (E) HALLWAY 214 (E) MEN'S RM 212 RH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA Yes No No No - No No No N N (E) TO REMAIN (E)213.a (E) WOMEN'S RM 213 (E) HALLWAY 214 LH 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E PA Yes No No No - No No No N N (E) TO REMAIN (E)215.a FUTURE OPEN - OFFICE 216 (E) EQUIPMENT 215 LH 3' - 0" 6' - 8" 0' - 1 3/4" - C MTL PT - MTL PT E ST No No No No - No No No N N (E) TO REMAIN (E)222.a OFFICE 208 FUTURE OPEN - OFFICE 222 RHR 3' - 0" 6' - 8" 0' - 1 3/4" - A WD PT - WD PT E OFF No No No No - No No No N N (E) TO REMAIN 205.a (E) HALLWAY 203 OFFICE 205 LH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR OFF No No No No - No No No N N 210.b VENDING 209 CONFERENCE ROOM 210 RH 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 219.a FUTURE OPEN - OFFICE 222 IT SERVER ROOM 219 RHR 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR ST No No No No - No No No N N 220.a FUTURE OPEN - OFFICE 222 OFFICE 220 LH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 221.a FUTURE OPEN- OFFICE 222 OFFICE 221 RH 3' - 0" 7' - 0" 0' - 1 3/4" - B WD ST YES YES WD ST 1.5 PR OFF No No No No - No No No N N 222.b FUTURE OPEN - OFFICE 222 (E) HALLWAY 203 RHR 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA No No No No - No No No N N 273.a FUTURE OPEN - OFFICE 216 MEN'S SHOWER 273 RHR 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA Yes No No No - No No No N N 274.a FUTURE OPEN - OFFICE 216 WOMEN'S SHOWER 274 LHR 3' - 0" 7' - 0" 0' - 1 3/4" - A WD ST - WD ST 1.5 PR PA Yes No No No - No No No N N DOOR LEGEND \NUM. = DOOR NUMBER REFERS TO NUMBERS ON CONSTRUCTION PLAN FROM ROOM = ROOM FROM WHICH ONE APPROACHES THE CONTROLLED SIDE OF DOOR TO ROOM = ROOM TO WHICH ONE SEEKS TO GAIN ENTRY (PROTECTED SIDE) HAND = DOOR HANDING (LH =LEFT HAND, RH =RIGHT HAND, LHR =LEFT HAND REVERSE, RHR =RIGHT HAND REVERSE, 'A'= DENOTES ACTIVE SIDE) CLSR. = CLOSER (Y = YES, - = NO, HO = WITH HOLD -OPEN) STOP = DOOR STOP (FL = FLOOR, IN = INTEGRAL, OV = OVERHEAD, WA = WALL, - = NONE) SMK GASKET = SMOKE GASKETS WHEN INDICATED ON NON -RATED DOORS, GASKET I5 FOR WEATHER SEAL (Y = YES, - = NO) DOOR SIZE = DOOR SIZE (WIDTH X HEIGHT, IN FEET INCHES) SIDE GASKET = SURFACE MTD GA5KETING ALONG DOOR JAMB FOR ACOUSTICAL OR AIR - PRESSURIZATION FIRE RATING = FIRE RATING (Y = YES, - = NO) (NR =NOT RATED) BTTM SEAL = BOTTOM SEAL TYPE = DOOR TYPE: SEE "DOOR TYPES" ON THIS SHEET FOR ACOUSTICAL OR AIR - PRESSURIZATION (Y = YES, - = NO) THICK = DOOR THICKNESS: IN INCHES KICK PLATE = KICK PLATE DOOR MAT. = DOOR MATERIAL (" = HEIGHT, - = NONE) (HM = HOLLOW METAL, WD = SOLID CORE WOOD, GALV = GALVANIZED, AL = ALUMINIUM) MAG HOLD = MAGNETIC HOLD OPENS DOOR FIN. = DOOR FINISH ALL TIED INTO FIRE ALARM SYSTEM (PT = PAINT, ST = STAIN, GALV = GALVANIZED, PC = POWDER COAT) (Y = YES, N = NO) GLAZ. = DOOR GLAZING: IF ANY FLUSH BOLT = FLUSH BOLT (W = WIRE GLASS, T = TEMPERED GLASS, FLR = FIRELITE GLASS, - = N /A, LAM = (• = YES, - = NO, AUTO = AUTOMATIC) LAMINATED) DPS = DUST -PROOF STRIKE FRAME MAT. = DOOR FRAME MATERIAL (Y = YES, N = NO) (HM = HOLLOW METAL, WD = SOLID CORE WOOD, GALV = GALVANIZED, AL = ALUMINIUM) GOORD = COORDINATOR FRAME FIN. = DOOR FRAME FINISH (Y = YES, N = NO) (PT = PAINT, ST = STAIN, GALV = GALVANIZED, PG = POWDER COAT, CLR = CLEAR) ACCESS CONTROLACCE55 CONTROL DEVICE HINGES = HINGES, # REQUIRED DEVICE = (CR = CARD READER, KP = NUMERIC KEYPAD) ('CPH' = CONTINUOUS PIANO HINGE, 'H' = HOSPITAL PINS, 'P' = PIVOT HINGES) INTERLOCK = DOOR INTERLOCK LOCK = LOCK FUNCTION TYPE (Y = YES, N = NO) (# = DOOR INTERLOCKED WITH) (CL = CLASSROOM, DB = DEADBOLT, ELEC = ELECTRIC, ENT = ENTRANCE, MAG = MAGNETIC, OFF = OFFICE, PA = PASSAGE, PRIV = PRIVACY, 5T = STOREROOM) AUTO OPEN = AUTO DOOR OPENERS PUSH BUTTON (Y = YES, N = NO) DOOR HANDING LEFT - HANDED RIGHT - HANDED DIRECTION OF TRAVEL LEFT- HANDED REVERSE RIGHT - HANDED REVERSE r - 2 1/2" 3' -0" x TEMPERED GLAZING W i i i W A i TEMPERED GLAZING A SOLID WOOD - FLUSH -O" EQ EQ EQ B SOLID WOOD - FLUSH W/ TRANSOM - SIDELITE 15' - 0" METAL - FLUSH EQ EQ 3' - 0" TEMPERED GLAZING i i ALUM. - WITH FULL LITE i / E ALUM. 3 PANEL SLIDER VIEWED FROM EXTERIOR DOOR TYPE LEGEND SCALE: 1/4" = 1' -0" F METAL - FLUSH W/ TRANSOM GLAZING NOTES G PAIR ALUM. - FULL VISION 15' - 0" EQ EQ EQ <A) NOTE: GLAZING TO BE TYPE 6L -1 ON ALL NEW WINDOWS. 1. TEMPERED GLAZING TO BE PROVIDED IN ACCORDANCE WITH IBC, SECTION 2406, INCLUDING, BUT NOT LIMITED TO: GLAZING WITH AN EXPOSED BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN Q SQUARE FEET GLAZING WITHIN 36 INCHES HORIZONTALLY OF ONE OR MORE WALKING SURFACES GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS'S LESS THAN 60 INCHES ABOVE THE WALKING SURFACE GLAZING IN DOORS - WHERE THE BOTTOM EXPOSED EDGE 15 LESS THAN 60 INCHES ABOVE THE WALKING SURFACE GLAZING IN SWINGING DOORS GLAZING TYPES GL -1: Low -E Insulating Glass Units (IOU); Typical; U- Factor = 0.31 1. Total Thickness: 1 inch nominal. 2. Exterior Pane: Annealed glass, 1/4 inch thick with low "E" coating on #2 surface. a Product: Guardian 5unguard SuperNeutral 65 on Clear Low -E #2 (or approved equal) 3. Air Space: % inch, nominal, Argon filled 4. Interior Pane: Annealed glass, 1/4 inch thick. a. Product: Guardian 5unguard Clear (or approved equal). 5. SHGC FOR ASSEMBLY a. Curtainwall = .34 b. Storefront = .33 c. Fixed Windows = .33 O y IlEQ EQ EQ 15' - 0" B> 10' - 0" EQ EQ / / 10' -0" EQ EQ WINDOW TYPE LEGEND SCALE: 1/4" = 1' -0" I CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwia BUILDING DIVISION 15' -0" EQ EQ EQ 3' -0" EXISTING WINDOW TO REMAIN 10' -0" 1- EXISTING WINDOW TO REMAIN 10' -0" EQ r EQ EQ TEMPERED -GLAZING SEP 08 2011 m STOCK &ASSOCIATES architect ure.1nteriors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com _.12\ BRUCE R: STOCK STATE OF SET 06 SEP 11 ■ o DOOR SCHEDULE SC ALE: _ 1/4" = 1' O" DRAWN: PJL HEC KED: BPS PROJECT No ToJO9 =02 - A7.1 9/7/2011 7:25:17 PM 1 w C'i W __ - - I- - - () 1 - - 10' -0" EQ EQ WINDOW TYPE LEGEND SCALE: 1/4" = 1' -0" I CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwia BUILDING DIVISION 15' -0" EQ EQ EQ 3' -0" EXISTING WINDOW TO REMAIN 10' -0" 1- EXISTING WINDOW TO REMAIN 10' -0" EQ r EQ EQ TEMPERED -GLAZING SEP 08 2011 m STOCK &ASSOCIATES architect ure.1nteriors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com _.12\ BRUCE R: STOCK STATE OF SET 06 SEP 11 ■ o DOOR SCHEDULE SC ALE: _ 1/4" = 1' O" DRAWN: PJL HEC KED: BPS PROJECT No ToJO9 =02 - A7.1 9/7/2011 7:25:17 PM / / / / / / "T" = TEMPERED GLAZING INTERIOR ELEVATION - CONFERENCE RM 145 SCALE: 1/4" = / / / / \ \ "T" \ \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 <0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 000000000000000000000000 000000000000000000000000 000000000000000000000000 000000000000000000000000 000000000000000000000000 000000000000000000000. -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 000000000000000000000000 000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) 5" DIAMETER (V.I.F.) TOP RAIL - PAINTED (E) 4 "x4" T.S. POST (E) PERFORATED METAL SHEET - WELDED TOP AND BOTTOM (E) 3"x3" (V.I.F.) T.S. RAIL (E) GONG. SLAB �-- (E) STEEL FASCIA - (E) STEEL COLUMN 19 EXISTING GUARD RAIL SCALE: 3/4 (E) CORRUGATED ROOFING (E) R =1,1 BATT INSULATION (E) CONT. GALVANIZED GUI i tK 4 DOWNSPOUT CONNECTED TO STORM DRAIN SYSTEM (E) STEEL RAFTER 18 GA METAL STUD BOX HEADER CLIPPED TO 18 GA METAL JAMB STUDS METAL HEAD / JAMB FLASHING. PAINT TO MATCH METAL WALL PANELS (N) ALUM. WINDOW. CUT METAL SILL FLASHING. PAINT TO MATCH METAL WALL PANELS 12-10" T.O. 2ND FLOOR - (E) GONG. SLAB OVER MTL DECK (E) BAR JOIST (E) 1 -1/2" FURRING HAT CHANNEL- (E) METAL PURLIN (E) 5/8" TYPE 'X GYP. BD. (E) METAL SIDING (E) R =19 BATT INSULATION 18 GA METAL STUD BOX HEADER CLIPPED TO 18 GA METAL JAMB STUDS METAL HEAD / JAMS FLASHING. PAINT TO MATCH METAL WALL PANELS (N) ALUM. WINDOW. GUT METAL SILL FLASHING. PAINT TO MATCH METAL WALL PANELS (E) METAL FLASHING- PAINT (E) STEEL COLUMN BEYOND (E) 5/8" TYPE 'X GYP. $D. (E) 1 -1/2" FURRING HAT CHANNEL (E) 5/8" EXT. SHEATHING b VAPOR BARRIER WALL SECTION AT NEW WINDOW(S) SCALE: 3/4" = 1' -0" (E) 8" METAL SW (E) R =11 BATT INSULATION (E) CONCRETE BLAB (E) R =10 RIGID INSULATION (E) CONCRETE FOOTING 0 24" x 48" MIRROR - ADA- COMPLIANT FAUCET LAVATORY - PLUMBING SAFETY COVER 11" TYP LAVATORY DETAIL 13 SCALE: 1" = 1' -0" WALL PER PLAN REQUIRED CLEAR SPACE FINISHED FLOOR 1 (2) #6 SCREWS ®24" O.G. 1 ROOF OR FLOOR STRUCTURE CONCRETE (3) HILTI X -ZF 22P8T OR EQ METAL DECK (3) #6 SELF TAPPING SCREW WOOD (3) #6X1' WOOD SCREWS 250 IC 20 BRACE (USE BACK TO BACK 250 IC 20'5 IF BRACE LENGTH EXCEEDS 8' -0") MAXIMUM BRACE SPACING = 8' -0" O.G. ALTERNATE SIDE OF WALL FOR BRACE LOCATIONS TYP GWB WALL (2V MIN) (3) #6 SELF TAPPINS SCREWS (USE (3) #8 SCREWS IF CONNECTED THRU CEILING) TYP PARTITION BRACING 7 SCALE: 3" = 1' -0" (E) CORRUGATED ROOFING (E) R =19 BATT INSULATION (E) CONT. GALVANIZED 7,...„------- GUTTER 4 DOWNSPOUT CONNECTED TO STORM DRAIN SYSTEM (E) STEEL RAFTER 12' -10" T.O. 2ND FLOOR (E) CONC. SLAB OVER MTL DECK (E) BAR JOIST (E) METAL PURLIN (E) METAL SIDING (E) R =19 GATT INSULATION (E) 5/8" TYPE 'X GYP. BD. (E) 1 -1/2" FURRING HAT CHANNEL (E) METAL FLASHING (E) STEEL - COLUMN BEYOND (E) 5/8" TYPE 'X GYP. BD. 18 EXISTING WALL SECTION SCALE: 3/4" = 1' -0" (E) 1 -1/2" FURRING HAT CHANNEL (E) 5/8" EXT. SHEATHING d VAPOR BARRIER (E) 8" METAL SW (E) R =19 BATT INSULATION (E) CONCRETE SLAB (E) R =10 RIGID INSULATION (E) CONCRETE FOOTING (E) STRUCTURE ABOVE FASTEN TRACK TO STRUCTURE ABODE USING HILT! X -ZF 22 P8T OR EQUILVALENT FBX SAFING INSULATION INSTALLED PER UL SYSTEM d H W -D -0153 1" DEFLECTION HEAD INSTALLED PER UL SYSTEM 4 HW -D -0153 TYP WALL TO STRUCTURE 45° MAX STEEL STUD COMPRESSION POST 45° MAX 45° MAX 45° MAX ARMSTRONG HEAVY -DUTY CROSS TEE 12 GA. SOFT ANNEALED MILD WIRE - TYPIGAL ARMSTRONG HEAVY -DUTY MAIN BEAM SPLAY WIRE BRACING SHALL BE CLUSTERS OF FOUR 12 -GUAGE SOFT- ANNEALED MILD STEEL WIRES ATTACHED TO MAIN -BEAM WIHIN 2" OF CROSS TEE INTERSECTION. WIRES ARE ARRAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. A STRUT WITH STIFFNESS ADEQUATE TO RESIST VERTICAL LOADS IMPOSED, SHALL BE ATTACHED TO THE SUSPENSION SYSTEM AND TO THE STRUCTURE ABOVE AT EACH BRACING LOCATION. HORIZONTAL RESTRAINT POINTS SHALL BE NO MORE THAN 12' ON CENTER IN EACH DIRECTION AND THE FIRST POINT SHALL BE WITHIN 6' OF EACH WALL. ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM AND TO THE STRUCTURE SHALL BE CAPABLE OF SUPPORTING THE GREATER OF 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2. ALL LIGHTING FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM. THE ATTACHMENT DEVICE MUST BE ABLE TO WITHSTAND 100% OF THE NEIGHT OF THE FIXTURE IN ANY DIRECTION. FIXTURES WEIGHING 56 POUNDS OR LESS MUST HAVE TWO 12 -GUAGE WIRES ATTACHED AT DIAGONAL CORNERS AND THESE WIRES MAY BE SLACK. FIXTURES WEIGHING IN EXCESS OF 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. PENDANT- MOUNTED FIXTURES MUST BE SUPPORTED DIRECTLY FROM THE STRUCTURE USING 1 -GUAGE WIRE. THEY MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR SUPPORT. CEILING AREAS GREATER THAN 2500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. SCALE: 3" = 1' -0" BRACING WHERE REQUIRED SEE DETAIL PARTIONS TO BE BRACED PER CURRENT BUILDING CODES. OR A MINIMUM OF L/240 DEFLECTION. FOR WALL TYPES AND CONSTRUCTION MATERIALS SEE CONSTRUCTION PLAN 3" SOUND INSULATIONS BATTS WHERE INDICATED SEE CONSTRUCTION PLAN FINISHED CEILING \ TYP PARTITION HEAD ABOVE CEILING \ 9 SCALE: 3" = 1' -O" 0 rill!_ 10 TYP Fl ' E EXT CABINET - SECTION SCALE: 1 1/2" - 11-0" 3 1/8" 5 1/2" TYPE 01B WALL J.L. INDUSTRIES "COSMOPOLITAN SERIES ", SEMI - RECESSED FIRE CABINET - PER SPEC BACKER -ROD AND SEALANT J PLAN VIEW ELEVATION VIEW 2 DRINKING FOUNTAIN \ SCALE: 3/4 1 O ELKAY TWO LEVEL SWIRLFLO DRINKING FOUNTAIN. WALL MOUNTED BARRIER -FREE. MODEL #EDFPBM 111RAC 30" x48" CLEAR FLOOR SPACE SIDE VIEW TYP. CEILING GRID BRACING 2 SCALE: 3" = 1' -0" 'ATTACHED ALL CONDITION - TYPICAL AT TWO ADJACENT WALLS ARMSTRONG BERG2 CLIPS ATTACHED TO GRID - TYPIGAL 1/8 PERIMETER WALL MOLDING - TYP. 12 GA. SOFT ANNEALED MILD WIRE AT EACH GRID MEMBER - TYPICAL ARMSTRONG PRELUDE XL HEAVY - DUTY GRID SYSTEM - TYPICAL 8" 'UNATTACHED WALL' CONDITION - TYPICAL ARMSTRONG 1BERG2 CLIPS WITH 1/2" SPACING BETWEEN GRID 8 WALL MOLDING - TYPIGAL 1/8" PERIMETER WALL MOLDING - TYP 12 GA. SOFT ANNEALED MILD WIRE AT EACH GRID MEMBER - TYPICAL ARMSTRONG PRELUDE XL HEAVY - DUTY GRID SYSTEM - TYPICAL ALTERNATE SUSPENDED CEILING SYSTEM INSTALLED PER CISCA GUIDELINES FOR SEISMIC RESTRAINT, DIRECT HUNG SUSPENDED CEILING ASSEMBLIES AND IBC WITH THE FOLLOWING EXCEPTIONS: .1/0" WALL MOLDING (ARMSTRONG 1800) ° 2" BERG CLIPS (ARMSTRONG BERG2) USED IN PLACE OF STABILIZING BARS SYSTEM TESTED BY ARMSTRONG AT BUFFALO STRUCTURAL EARTHQUAKE ENGINEERING SYSTEMS LABORATORY (SEESL) -ICC - ESR - 1308 TYP. CEILING GRID PERIMETER \ 4 / SCALE: 1 1/2" = 1' -O" q/16" n 1 FOR PARTITION TYPE 4 CONSTRUCTION SEE FLOOR PLAN 4 WALL TYPES HEADER ® OPENINGS MORE THAN 4' -0" WIDE HOLLOW METAL DOOR FRAME SEE DOOR SGHED. FOR RATING TYP HM DOOR HEAD AT OPENINGS 5 SCALE: 3" = 1' -O" TYP HM DOOR JAMB 6 SCALE: 3" = \. \ FOR PARTITION TYPE d CONSTRUCTION SEE FLOOR PLAN d WALL TYPES MINIMUM BAGKSET FROM WALL WHERE THEY OCCUR 20 GAUGE METAL STUDS DEPTH TO MATCH METAL WALL SW SIZE HOLLOW METAL. DOOR FRAME SEE DOOR SCHEDULE FOR RATING SEP 0 8 2011 PERMIT CENTE STOCK &ASSOCIATES IN architecture .Interiors Stock & Associates, Inc. 109 Bell Street Seattle, WA 98121 Tel: 206.443.0494 Fax: 206.443.0495 www.stockandassociates.com REGISTERED ITECT BRUCE R. STOCK STATE OF WASHINGTON - PERMIT SET 06 SEP 11 INTERIOR DETAILS . SCALE:_As indicated DRAWN: REG CHECKED: BRS • PROJECT _NO -: Tocro9 -02 _ A9.1 9/8/2011 11:42:38 AM N rn cn 3 8 0 on co 0- N t0 O\i LAI 8 SYMBOLS & ABBREVIATIONS SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION GRILLE o ci A.C. AIR CONDITIONING UNIT A.D. AIR DOOR A.F.F. ABOVE FINISHED FLOOR EC24X24 EC24X48 1 MD RG8X8 M.D. MOTORIZED DAMPER RG12X12 ( AC -XXX) MECHANICAL EQUIPMENT TAG /X/X/ 8.5 / // p�� -�l�"" ''k R RB NOM. NOMINAL O.B.D. OPPOSED BLADE DAMPER ORIFICE SIZE (INCHES) O.A. OUTSIDE AIR OV. OVAL P.B.D. PARALLEL BLADE DAMPER P.O.C. POINT OF CONNECTION R. RELOCATE R.A. RETURN AIR R.B. REBALANCE R.A.G. RETURN AIR GRILLE RG20X20 B.D.D. BACKDRAFT DAMPER B.S. BIRD SCREEN B.O.G. BOTTOM OF GRILLE B.O.D. BOTTOM OF DUCT BT B.T. BYPASS TIMER CL CENTER LINE CUH CABINET UNIT HEATER ® CO CABINET UNIT HEATER CO2 CABINET UNIT HEATER DIA. DIAMETER D.S. DISCONNECT SWITCH D.T.S. DUCT TEMPERATURE SENSOR (.R.V.D. REMOTE VOLUME DAMPER rr^� (�`. all :2!% RETURN DUCT DOWN 4 RETURN DUCT UP D.G. DOOR GRILLE O DRAWING NOTE 600 600 600 10 SIDE INLET CAN Jr D _ D DUCT DROP IN DIRECTION OF ARROW PLENUM PLENUM PLENUM BOTH Jr ,aR Jr R DUCT RISE IN DIRECTION OF ARROW BOTH 1 SD 1 BOTH S.D. SMOKE DETECTOR DN. DOWN E.C.H. ELECTRIC CEILING HEATER E.D.C. ELECTRIC DUCT COIL E.F.C. ELECTRIC FAN COIL E.U.H. ELECTRIC UNIT HEATER E.C. ELECTRICAL CONTRACTOR ELEVATION EXIST. EXISTING E.A. EXHAUST AIR E.F. EXHAUST FAN EXT. EXTERIOR OR EXTERNAL 0$ ® RUNOUT SIZE (U.N.O. ON DRAWINGS) S. DMPR. SMOKE DAMPER S.P.F. SMOKE PURGE FAN S.S.S.C. SOLID STATE SPEED CONTROL Jr S.L. SOUND LINING - 6" RD. 8" RD. SP. DMPR. SPLITTER DAMPER RECT. ROUND 14" RD. ROUND DUCT TRANSITION SQUARE TO 1 MAXIMUM CFM SIS START /STOP STATIC PRESSURE SENSOR SP 1 S.A. SUPPLY AIR 110 230 N. ' ' SUPPLY DUCT DOWN 0 SUPPLY DUCT UP 3 e ir EXTR. EXTRACTOR I F.I.T. FAN INDUCTION TERMINAL © SW. SWITCH T.C. TEMPERATURE CONTROL T.S. TEMPERATURE SENSOR TSTAT. THERMOSTAT FD F.D FIRE DAMPER 24X24 24X48 FSD F.S.D. FIRE/SMOKE DAMPER 8X8 F.O.B. FLAT ON BOTTOM F.O.T. FLAT ON TOP 12X12 )2( TOP INLET LAY -IN 16X16 T.O.D. TOP OF DUCT T.F. TRANSFER FAN T.V. TURNING VANES . 1 1 1 110 F.C. FLEXIBLE CONNECTION T -BAR G.C. GENERAL CONTRACTOR T -BAR GWB GWB GWB 8x8 GWB NECK SIZE (INCHES) GRILLE, REGISTER, OR DIFFUSER TYPE GWB 200 I A MATERIAL ALUM U.D. UNDERCUT DOOR V.A.V. VARIABLE AIR VOLUME TERMINAL ALUM AIR QUANTITY (CFM) H.P. HEAT PUMP OR HORSEPOWER INT. INTERLOCK M.U.A. MAKE -UP AIR M.U.F. MAKE -UP AIR FAN M.C. MECHANICAL CONTRACTOR ALUM V.D. VOLUME DAMPER ALUM ALUM ALUM I ©") WIRE GUARD COVER OVER TEMPERATURE SENSOR ie WIRE GUARD COVER OVER THERMOSTAT GENERAL NOTES 1. ALL DUCTWORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES: CODES, RULES AND REGULATIONS OF THE STATE OF WASHINGTON, THE CITY OF TUKWILA AND THE 2009 INTERNATIONAL MECHANICAL CODE. 2. RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH SOUNDLINING OR EXTERNAL INSULATION WRAP AS INDICATED IN NOTE 4 UNLESS OTHERWISE NOTED. 3. FLEXIBLE DUCTWORK SHALL BE CLASS 1 CONFORMING TO U.L. STANDARD 181 AS REQUIRED BY LOCAL CODE OR AGREEMENT. 4. DUCTWORK SHALL BE INSULATED PER THE TABLE BELOW DUCTS REQUIRING INSULATION: A. INDOOR, CONCEALED SUPPLY AND OUTDOOR AIR. B. INDOOR, CONCEALED RETURN LOCATED IN NONCONDITIONED SPACE. C. OUTDOOR, EXPOSED SUPPLY AND RETURN. ITEMS NOT REQUIRING INSULATION: A. METAL DUCTS WITH DUCT LINER OF SUFFICIENT THICKNESS TO COMPLY WITH LOCAL ENERGY CODE. B. FACTORY - INSULATED FLEXIBLE DUCTS. C. FLEXIBLE CONNECTORS. D. VIBRATION- CONTROL DEVICES. E. FACTORY - INSULATED ACCESS PANELS AND DOORS. 5. TAPE OR SEAL ALL JOINTS IN CONCEALED DUCTWORK SYSTEM 6. ALL CUTTING, PATCHING, FRAMING, FIRE SAFING, PAINTING, ROOF OPENING CURBS, ROOFING ETC., REQUIRED TO INSTALL MECHANICAL SYSTEM HEREIN SHALL BE BY GENERAL CONTRACTOR, INCLUDING ALL FLASHING, SEALING, FRAMING AND ROOFING ON SHEET METAL DUCT ENCLOSURES. 7. MECHANICAL EQUIPMENT ACCESS PANELS IN FURRED ENCLOSURES SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 8. POWER WIRING AND CONNECTIONS TO HVAC EQUIPMENT SHALL BE BY ELECTRICAL CONTRACTOR. CONTROL WIRING AND LOW VOLTAGE CONNECTION TO HVAC EQUIPMENT SHALL BE BY ELECTRICAL CONTRACTOR. 9. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL SHEET METAL. 10. ALL MEDIUM PRESSURE DUCT TO BE MANUFACTURED IN ACCORDANCE WITH SMACNA MEDIUM PRESSURE STANDARDS. 11. BUTTER ALL JOINTS AT SOUNDLINING IN MEDIUM PRESSURE DUCTWORK. 12. ALL MEDIUM PRESSURE DUCT TAKEOFF FITTINGS SHALL BE BOOT TEES UNLESS OTHERWISE NOTED. 13. INLET CONNECTIONS TO ALL MEDIUM PRESSURE TERMINAL UNITS SHALL HAVE BEAD AND CRIMP TO ASSURE POSITIVE FLEXIBLE DUCT CONNECTION. MINIMUM FLEX DUCT LENGTH SHALL BE THREE FEET UNLESS RESTRICTED BY LOCAL CODE OR AGREEMENT. 14. ELEVATIONS SHOWN ON THESE DRAWINGS ARE INTENDED FOR DESIGN COORDINATION ONLY. REFER TO HVAC SHOP DRAWINGS FOR EXACT ELEVATIONS AND DIMENSIONS. 15. CONTACTORS, MAGNETIC STARTERS AND DISCONNECT SWITCHES SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR, UNLESS NOTED OTHERWISE. 16. DRAWINGS AND MANUALS SHALL BE PROVIDED TO THE BUILDING OWNER IN ACCORDANCE WITH THE 2009 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416. 17. ALL HVAC SYSTEMS, AIR AND WATER, SHALL BE BALANCED IN ACCORDANCE WITH THE 2009 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416.2.3- 1416.2.6.3. 18. ALL HVAC SYSTEMS, AIR AND WATER, SHALL BE COMMISSIONED IN ACCORDANCE WITH THE 2009 WASHINGTON STATE ENERGY CODE WITH SECTIONS 1416.2 - 1416.2.3. 19. INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE WIIBC, IMC & SMACNA SEISMIC STANDARDS. 20. PROVIDE PIPE INSULATION PER 14-6 WSEC. 21. PROVIDE 5 DEGREE DEADBAND WI AUTO SETBACK PER WSEC. 22. PROVIDE PREMIUM EFFICIENCY MOTORS FOR ALL MECHANICAL SYSTEMS PER WSEC TABLE 14-4. 23. EQUIVALENTS WILL BE CONSIDERED FOR ALL EQUIPMENT. 24. DUCT INSULATION IS SHOWN WHERE REQUIRED BY CODE. INSULATION OUTSIDE OF SHELL AND CORE AREAS SHALL BE PROVIDED AS PART OF THE TENANT IMPROVEMENT PROJECTS. 25. EACH SYSTEM OR ZONE THERMOSTAT SHALL BE CAPABLE OF A DEADBAND OF AT LEAST 5 °F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY IS SHUT OFF OR REDUCED TO A MINIMUM. 26. MOTORIZED DAMPERS WILL BE PROVIDED TO CLOSE AUTOMATICALLY WHEN ITS RESPECTIVE SYSTEM IS OFF, OR UPON POWER FAILURE. 27. HEATING AND COOLING SYSTEMS SHALL HAVE OPTIMUM START CONTROLS. 28. AIR ECONOMIZERS SHALL BE CAPABLE OF AUTOMATICALLY MODULATING OUTSIDE AND RETURN AIR DAMPERS TO 100% OF THE DESIGN SUPPLY AIR AS OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. SITE PLAN 48TH AVE. SOUTH VICINITY MAP LEGAL DESCRIPTION FOSTER STEPHEN -D C #38 BEG AT A PT N 40 -01 -05 W 920.15 FT FROM HUB AT PT OF !NTS OF CURVE ON CENT LN OF DUWAMISH - RENTON JUNC RD SD PT OF INTS BEING APPROX 1000 FT E AND 20 FT S OF 1/4 COR BET SECS 14 & 15 - 23-4 TH N 49 -24-00 W ON LN 150 FT FROM & PARL WITH CENT LN OF SD RD 835 FT TO A PT WHICH IS N 81 -15-00 E 199.17 FT FROM HUB OF END OF CURVE ON CENT LN OF SD RD SD HUB BEING APPROX 1200 FT N AND 440 FT W OF 1/4 COR BET SD SECS 14 & 15 TH S 40 -36 -00 W 20 FT TO RNV P S E RY TH N 49 -24-00 W ALG SD R1W 16 FT TO TPOB TH N 49 -24 -00 W ALG SD RIW 310.21 FT TH N 40-36-00 E 702,10 FT TH S 49 -24 -00 E 310.21 FT TH S 40 -36-00 W 702.10 FT TO TPOB LESS SWLY 450 FT THOF & INT IN JOINT RDS ADJ LESS POR IN 48TH AVE S IF ANY. RETURN GRILLE SCHEDULE TAG# EGGCRATE GRILLE TAG# EC24X12 EC24X24 EC24X48 RG6X6 RG8X8 RG10X10 RG12X12 RG14X14 RG16X16 RG18X18 RG20X20 BASIS OF DESIGN - SHOEMAKER AL -1X2 AL -2X2 AL -2X4 600 600 600 600 600 600 600 600 PLENUM 1 DUCTED PLENUM PLENUM PLENUM BOTH BOTH BOTH BOTH BOTH BOTH BOTH BOTH RUNOUT SIZE (U.N.O. ON DRAWINGS) - - - 6" RD. 8" RD. 10" RD. 12" RD. 14" RD. 14" RD. 16" RD. 18" RD. MAXIMUM CFM 880 1515 3575 110 230 400 600 810 1050 1300 1600 FACE SIZE 24X12 24X24 24X48 6X6 8X8 10X10 12X12 14X14 16X16 18X18 20x20 MOUNTING (PROVIDE FRAME FOR T -BAR T -BAR T -BAR GWB GWB GWB GWB GWB GWB GWB GWB MATERIAL ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM PROVIDE PLENUM OF TRANSITION TO RECT. - - - YES YES YES YES YES YES YES YES PROVIDE FRAME FOR DUCTED APPLICATION NO NO NO - - - - - - - - PROVIDE OPPOSED BLADE DAMPER NO NO NO NO NO NO NO NO NO NO NO PROVIDE STANDARD SOFT WHITE FINISH YES YES YES YES YES YES YES YES YES YES YES CEILING DIFFUSER SCHEDULE TAG# RD6 RD8 RD10 RD12 RD14 RD16 RD18 CD6 CD8 CD10 CD12 CD14 BASIS OF DESIGN - SHOEMAKER RD -A RD -A RD-A RD -A RD -A RD-A RD -A MA- DCF -CM MA- DCF -CM MA- DCF -CM MA- DCF -CM MA- DCF -CM RUNOUT SIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) 6" RD. 8" RD. 10" RD. 12" RD. 14" RD. 16" RD. 18" RD. 6" RD. 8" RD. 10" RD. 12" RD. 14" RD. MAXIMUM SIZE 110 230 340 475 605 790 935 110 230 420 680 1000 NECK SIZE 6 8 10 12 14 16 18 6X6 8X8 10X10 12X12 14X14 FACE SIZE 6 8 10 12 14 16 18 11X11 13X13 15X15 17X17 19X19 MOUNTING (PROVIDE FRAME SUITABLE FOR CEILING TYPE) OTS OTS OTS OTS OTS OTS OTS GWB GWB GWB GWB GWB MATERIAL STEEL STEEL STEEL STEEL STEEL STEEL STEEL MIX MIX MIX MIX MIX PROVIDE SHEET METAL OR DUCTBOARD PLENUM NO NO NO NO NO NO NO NO NO NO NO NO PROVIDE STANDARD SOFT WHITE FINISH - - - - - - - YES YES YES YES YES SPLIT SYSTEM AIR CONDITIONER SCHEDULE MANUFACTURER SERVES INDOOR UNIT OUTDOOR UNIT TAG MODEL # TOT. COOLING (MBH) CFM SEER ELECTRICAL WEIGHT (LBS) TAG MODEL # CFM ELECTRICAL WEIGHT PSI NOTES HP VOLT/ PH MCA VOLT/ PH MCA CARRIER IT SERVER ROOM 219 !AC -1 39S 57000 2000 13.00 1.50 460V/3PH 2.6 643 OAC -1 38HDR060 2000 460V13PH 10.6 294 1,2,3,4,5,6,7 NOTES: 1. 2. 3. 4. 5. 6. 7. PROVIDE WITH T'STAT (MT. ON WALL) HIGH LIMIT SET AT 74 °F, WHITE FINISH, CONDENSATE PUMP. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON DRAWINGS. PROVIDE 314" TYPE L COPPER CONDENSATE DRAIN TO BUILDING EXTERIOR OR NEAREST SINK TAILPIECE. INDOOR UNITS FACTORY WIRED AND CIRCUIT PROTECTED FOR SINGLE POINT ELECTRICAL CONNECTION. CONFIRM EQUIPMENT VOLTAGES ON SITE, CONFIRM SINGLE PHASE PRIOR TO EQUIPMENT ORDER. SMOKE DETECTOR. PROVIDE IAC -1 WITH 100% ECONOMIZER. DIFFUSERIGRILLE SCHEDULE SYMBOL MANUFACTURER 1 MODEL # SIZE AIRFLOW TYPE NOTES CD SHOEMAKER 1 700 MA AS NOTED SUPPLY LAY -IN MODULAR CORE DIFFUSER ROOF HVAC PLAN D SHOEMAKER 1 MA- DCF -CM AS NOTED SUPPLY SURFACE MT MODULAR CORE DIFFUSER M SHOEMAKER 1933 AS NOTED SUPPLY SIDEWALL DOUBLE DEFL. SUPPLY GRILLE EC SHOEMAKER 1 AL AS NOTED RETURNIEXH LAY -IN ALUMINUM LATTICE K SHOEMAKER 1 700 600 AS NOTED RETURN/EXH LAY -IN LATTICE GRILLE W1 ROUND COLLAR RG SHOEMAKER 1 600 AS NOTED RETURN/EXH SURFACE MT LATTICE GRILLE W/ ROUND COLLAR N SHOEMAKER 915 AS NOTED RETURN/EXH SIDEWALL RETIEXH GRILLE RD SHOEMAKER RD-A AS NOTED SUPPLY ROUND CEILING DIFFUSER W/ ROUND COLLAR /Y) 4(0 DRAWING SCHEDULE DWG. DESCRIPTION M0.1 HVAC SCHEDULES AND GENERAL NOTES M0.2 HVAC SCHEDULES AND GENERAL NOTES M1.1 FIRST FLOOR HVAC PLAN M1.2 SECOND FLOOR HVAC PLAN MI.3 ROOF HVAC PLAN M2.1 DETAILS RECEIVED SEP 0 8 2011 PERMIT AND APPROVAL RED REQUIRED PSF MECHANICAL, INC. 9322 14th Avenue South Seattle, WA 98108 -5102 p: 206.764.9663 f: 800.767.9763 STAMP PROJECT TEAM PERMIT SET 08/04/11 KEYPLAN • Revisions Date Proj No: Scale: Drawn By: Checked By: 2050 NTS TR JR/JS HVAC GENERAL NOTES & SCHEDULES M0.1 Sheet: 1 of 6 Building — New PSF\2050 — Harley Building — New PSF Office Location T1 \CAD \Plot Dwgs \2050_psf— m001.dwg EATON PATH: N: \Projects \Local \Harley 3:18 PM BY: JACK DATE/T1ME: 09/6/2011 FAN POWERED TERMINAL UNIT WITH ELECTRIC COIL SCHEDULE TAG MANUFACTURER/ MODEL # UNIT SIZE SERVES AC SYSTEM PRIMARY AIR VALVE FAN ELECTRIC HEATING COIL ELECTRICAL CONNECTION WEIGHT (LBS) NOTES INLET (IN) MAX CFM MIN CFM CFM ESP HP MTR KW VOLT/ PH STEPS EAT LAT VOLT/PH MOTOR FLA MCA E -POWER FTU -1 -01 NAILOR -37SST 308 CONFERENCE 116 AC -1 8 390 105 465 0.3 1/3 ECM 2.5 277/1 1 66.6 83.5 277/1 3.1 14.4 N 159 1,4,6 FTU -1 -02 NAILOR -37SST 306 OPEN OFFICE 114 AC -1 6 260 60 310 0.3 1/3 ECM 2.0 277/1 1 67.1 87.4 277/1 3.1 12.2 N 159 1,4,8 FTU -1 -03 NAILOR - 37SST 410 OPEN OFFICE 114 AC -1 10 895 165 1,065 0.3 2 @113 ECM 6.0 46013 2 67.7 85.4 277/1 6.1 17 N 191 1,4 FTU -1 -04 NAILOR - 37SST 410 BREAK ROOM 115 AC -1 10 955 165 1,135 0,3 2 @113 ECM 6.0 460/3 2 67.8 84.4 277/1 6.1 17 N 191 1,4 FTU -1 -05 NAILOR - 37SST 4 -14x10 OPEN OFFICE 114, PLOTTING 114 AC -1 14x10 1,350 290 1,605 0.3 2 @113 ECM 9.0 46013 2 67.3 84.9 277/1 6.1 21.8 N 191 1,4 FTU -1 -06 NAILOR - 37SST 308 LOBBY 101 AC -1 8 560 105 665 0.3 1/3 ECM 3.5 277/1 1 67.6 84.2 277/1 3.1 18.8 N 159 1,4 FTU -1 -07 NAILOR -37SST 4• -14x10 CONFERENCE 145 AC -1 14x10 1,110 290 1,320 0.3 2 @113 ECM 8.0 460/3 2 66.7 85.8 277/1 6.1 20.2 N 191 1,4,6 FTU -1 -08 NAILOR - 37SST 410 OPEN OFFICE 143 AC -1 10 1,065 165 1,265 0.3 2 @1/3 ECM 7.0 46013 2 68.0 85.5 277/1 6.1 18.6 N 191 1,4 FTU -1 -09 NAILOR - 37SST 308 SERVICE OPEN OFFICE 143, SERVICE OFFICE 144, STORAGE 139 AC -1 8 535 105 635 0.3 1/3 ECM 3.5 277/1 1 67.5 84.9 27711 3.1 18.8 N 159 1,4 FTU -1 -10 NAILOR - 37SST 4 -14x10 CONFERENCE 132, HALLWAY 135, OPEN OFFICE 131, OFFICES 126,127 AC -1 14x10 1,235 290 1,465 0.3 2 @113 ECM 8.5 46013 2 67.0 85.3 277/1 6.1 21 N 191 1,4 FTU -1 -11 NAILOR -37SST 410 OPEN OFFICE 122 AC -1 10 1,005 193 1,195 0.3 2 @113 ECM 6.5 460/3 2 67.6 84.7 277/1 6.1 17.8 N 191 1,4,8 FTU -1 -12 NAILOR -37SST 410 OPEN OFFICES 122,114, PLOTTING 122 AC -1 10 925 195 1,100 0.3 2 @113 ECM 6.0 460/3 2 67.3 84.5 277/1 6.1 17 N 191 1,4,8 FTU -1 -13 NAILOR -37SST 306 MEETING 120, OFFICE 117, 118, 119, 121 AC -1 6 260 70 310 0.3 1/3 ECM 2.0 277/1 1 66.6 86.9 277/1 3.1 12.2 N 159 1,4,8 FTU -1 -14 NAILOR - 37SST 308 OFFICES 123,124, 125, OPEN OFFICES 131,122 AC -1 8 370 105 440 0.3 1/3 ECM 2.5 277/1 1 66.4 84.3 277/1 3.1 14.4 N 159 1,4 FTU -1 -15 NAILOR -37SST 105 OFFICES 128,129,130 AC -1 5 190 50 225 0.3 1/3 ECM 1.5 277/1 1 66.7 87.6 277/1 0.7 7.4 N 141 1,4,8 FTU -1 -16 NAILOR - 37SST 408 OFFICES 140, 142, OPEN OFFICE 143, STORAGE 141 AC -1 8 685 175 815 0.3 2 @113 ECM 4.5 277/1 1 66.8 84.1 277/1 6.1 26.4 N 191 1,4 FTU -1 -17 NAILOR - 37SST 410 COFFEE BAR 105, MAIL ROOM 103, OPEN OFFICE 143, STORAGE 141 AC -1 10 900 191 1,070 0.3 2 @113 ECM 6.0 46013 2 67.3 85.0 277/1 6,1 17 N 191 1,4 FTU -1 -18 NAILOR - 37SST 308 HALLWAY 107, OFFICE 106, 107, 108, 109, 110, PRINTER HALLWAY 106 AC -1 8 645 154 765 0.3 1/3 ECM 4.5 277/1 1 67.0 85.5 277/1 3.1 23.4 N 159 1,4 FTU -2 -01 NAILOR - 37SST 308 NORTHWEST FUTURE 216 AC -1 8 385 105 455 0.3 1/3 ECM 2.5 277/1 1 66.5 83.8 27711 3.1 14.4 N 159 1,4 FTU -2 -02 NAILOR - 37SST 105 NORTH FUTURE 216 AC -1 5 140 40 165 0.3 1/3 ECM 1.0 277/1 1 66.4 85.4 277/1 0.7 5.2 N 141 1,4 FTU -2 -03 NAILOR - 37SST 308 NORTHEAST FUTURE 216 AC -1 8 455 105 540 0.3 1/3 ECM 3.0 27711 1 67.1 84.6 277/1 3.1 16.6 N 159 1,4 FTU -2 -04 NAILOR - 37SST 308 NORTHEAST FUTURE 216 AC -1 8 570 105 675 0.3 113 ECM 3.5 27711 1 67.7 84.0 27711 3.1 18.8 N 159 1,4 VAV -2 -05 NAILOR - 3001 12 IT SERVER 219 AC -1 OVAL 1,205 0 - - - - - - - - - - - - N 34 7 FTU -2 -06 NAILOR - 37SST 308 NORTHEAST FUTURE 222 AC -1 8 475 105 565 0.3 1/3 ECM 3.0 277/1 1 67.2 83.9 277/1 3.1 16.6 N 159 1,4 FTU -2 -07 NAILOR - 37SST 106 STORAGE 201 AC -1 6 225 60 265 0.3 1/3 ECM 1.5 277/1 1 66.6 84.4 277/1 0.7 7.4 N 141 1,4 FTU -2 -08 NAILOR - 37SST 306 OFFICE 204 AC -1 6 300 60 355 0.3 1/3 ECM 2.0 277/1 1 67.5 85.2 277/1 3.1 12.2 N 159 1,4 FTU -2 -09 NAILOR - 37SST 308 HALLWAY 203, 203A, OFFICE 205A, 205B, 205C, 206, 207, 208 AC -1 8 620 156 735 0.3 1/3 ECM 4.0 277/1 1 66.8 83.9 27711 3.1 21.2 N 159 1,4 FTU -2 -10 NAILOR - 37SST 410 CONFERENCE 210, VENDING 209 AC -1 10 705 165 835 0.3 2 @113 ECM 5.0 460/3 1 67.0 85.9 27711 6.1 15.4 N 191 1,4,6 FTU -2 -11 NAILOR - 37SST 410 OPEN OFFICE 216 AC -1 10 900 212 1,070 0.3 2 @113 ECM 6.0 460/3 2 67.0 84.7 277/1 6.1 17 N 191 1,4 FTU -2 -12 NAILOR - 37SST 308 OPEN OFFICE 216 AC -1 8 535 127 635 0.3 1/3 ECM 3.5 277/1 1 67.0 84.3 277/1 3.1 18.8 N 159 1,4 FTU•2 -13 NAILOR - 37SST 308 OPEN OFFICE 216 AC -1 8 450 106 535 0.3 1/3 ECM 3.0 277/1 1 67.0 84.7 277/1 3.1 16.6 N 159 1,4 FTU -2 -14 NAILOR - 37SST 308 MENS SHOWER 273, WOMENS SHOWERS 273, OFFICES 220, 221 AC -1 8 425 105 505 0.3 1/3 ECM 3.0 277/1 1 66.9 85.6 277/1 3.1 16.6 N 159 1,4 FTU -2 -15 NAILOR - 37SST 308 OPEN OFFICE 222 AC -1 8 435 105 515 0.3 113 ECM 3.0 277/1 1 66.9 85.3 277/1 3.1 16.6 N 159 1,4 VAV -2 -16 NAILOR - 3001 12 IT SERVER ROOM 219 AC -1 OVAL 1,205 0 - - - - - - - - - - - N 34 7 NOTES: 1. 2. 3. 4. DISCONNECT BY ELECTRICAL SERIES FAN POWERED TERMINAL UNIT WITH HEAT -, SIZE AS LISTED, PRESSURE INDEPENDENT, FACTORY OPTIONS INCLUDE: - EXTENDED DAMPER 1/7 DIAM. SHAFT - FACTORY INSTALLED 1" THROW AWAY FILTERS - CONTROLS BY OTHERS - 1" MATT -FACED UNIT INSULATION - VARIABLE SPEED FAN CONTROL - 24V TRANSFORMER, 50 VA MIN RATING - HEAT STAGING & FAN CONTROL THROUGH FACTORY WIRED RELAYS - AUTO RESET 130 °F HIGH LIMIT TSTAT - NON MAGNETIC QUIET ACTING HEATER CONTACTOR COOLING ONLY TERMINAL UNIT W/O HEAT -, SIZE AS LISTED, PRESSURE INDEPENDENT, CONTROLS BY OTHERS. FACTORY OPTIONS INCLUDE: - 1" MATT -FACED UNIT INSULATION - 24V TRANSFORMER, 50 VA MIN RATING LOW PROFILE SERIES FAN POWERED TERMINAL UNIT WITH HEAT -, SIZE AS LISTED, PRESSURE INDEPENDENT, FACTORY OPTIONS INCLUDE: - EXTENDED DAMPER 1/2" DIAM. SHAFT - FACTORY INSTALLED 1" THROW -AWAY FILTERS - CONTROLS BY OTHERS - 1" MATT -FACED UNIT INSULATION - VARIABLE SPEED FAN CONTROL - 24V TRANSFORMER, 50 VA MIN RATING - HEAT STAGING & FAN CONTROL THROUGH FACTORY WIRED RELAYS - AUTO RESET 130 °F HIGH LIMIT TSTAT - NON MAGNETIC QUIET ACTING HEATER CONTACTOR 5. SMOKE DETECTOR REQUIRED. SMOKE DETECTOR PROVIDED BY ELECTRICAL, INSTALLED BY MECHANICAL. 6. INSTALL WITH CO2 SENSOR. REDUCE MINIMUM PRIMARY AIRFLOW TO 20% OF PRIMARY MAXIMUM. 7. LOW PRFILE VARIABLE AIR VOLUME UNIT. 8. FUTURE TI BOX (NOT IN CONTRACT). 9, FACTORY PROVIDE LINE VOLTAGE ACCESS AT FRONT OF UNIT (DISCHARGE), CUSTOM PRODUCTION REQUIRED - ALLOW 11 WEEKS FOR DELIVERY. CONTROL CONTRACTOR TO MOUNT CONTROL BOX WHERE MIN 36" CLEARANCE ALLOWS. NOTE TO ELECTRICAL: - 460V /3PH TERMINAL UNITS REQUIRE A FOUR WIRE POWER FEED IN ORDER TO SUPPLY 277V11 PH POWER TO THE FAN MOTOR. PACKAGED AIR CONDITIONER SCHEDULE TAG MANUFACTURER/ MODEL # LOCATION COOLING SUPPLY FAN RELIEF FAN CFM EER GAS COIL ELECTRICAL WEIGHT (LBS) NOTES TOTAL MBH SENS MBH EAT ( °F) LAT ( °F) CFM ESP HP CFM ESP HP INPUT (MBH) OUTPUT (MBH) EAT ( °F) LAT ( °F) VOLTIPH MCA E•P OWER DB WB DB WB AC-1 AAON / RN- 060- 3 -0- EA09 -3C2 GROUND, A3 719 711 83 65 58 56 24000 2.0 2 @20 19962 0.82 2 @5 4038 10.50 540 432 64.80 81.40 460V /3PH 167.0 NO 7225 1,2,3,4,5,6,7 EXISTING TO REMAIN EXISTING TO REMAIN DEMO DEMO NOTES: 1. ELECTRICAL TO PROVIDE DISCONNECT. 2. W/ SINGLE POINT POWER CONNECTION. 3. PROVIDE WITH 100% ECONOMIZER ECONOMIZER AND POWERED RELIEF 4. PROVIDE WITH CO2 SENSOR 5. RECESSED CONCRETE CURB PROVIDED BY GENERAL CONTRACTOR. 6, PROVDE WITH 30% (MERV 8) PRE FILTER AND 85% (MERV 13) FINAL FILTER. 7. SMOKE DETECTOR. �Dg EXHAUST AIR HANDLER SCHEDULE TAG MANUFACTURER/ MODEL # LOCATION SERVES TYPE FAN PERFORMANCE ELECTRICAL BDD/ MD WEIGHT (LBS) NOTES CFM ESP RPM SOUND (dB) WATTS HP VOLT /PH EF -1 GREENHECK CSP -A1410 FIRST FLOOR, D2 RESTROOM 112, 113, OPEN COFFEE STORAGE 122 INLINE 965 0.25 1007 31 822 115V/1PH MD 60 1,2,5,7,8 EF -2 GREENHECK CSP -A710 FIRST FLOOR, D2 ELECTRIC ROOM TBD INLINE 475 0.25 894 31 325 115V/1PH MD 37 1,2,5,8,10 EF -3 BROAN SECOND FLOOR, G2 RESTROOMS 212, 213 INLINE 545 0.25 - 1/3 115V/1PH MD - 5,7,12 EF-4 ELICENT AXC -315B FIRST FLOOR, M1.5 RESTROOMS 137, 138, 202, JANITOR 134 INLINE 695 0.25 - 1/3 115V/1PH MD - 5,7,12 EF -5 GREENHECK CSP -A510 FIRST FLOOR, B4 BREAKROOM 115 INLINE 350 0.25 899 32 217 115V/1PH MD 37 1,2,5,8,11 EF -6 GREENHECK CSP -A710 FIRST FLOOR, M1 ELECTRIC ROOM 133 INLINE 475 0.25 894 31 325 115V /1PH MD 37 1,2,5,8,10 EF -7 GREENHECK CSP -A410 FIRST FLOOR, F2 ELEVATOR CONTROL 111 INLINE 230 0.25 775 28 139 115V/1PH MD 37 1,2,5,8,10 EF -8 GREENHECK CSP -A410 SECOND FLOOR, H2 CONFERENCE 210 INLINE 270 0.25 832 31 139 115V /1PH MD 37 1,2,5,8,11 EF -9 GREENHECK CSP -A510 SECOND FLOOR, H2 SHOWER 273, 274 INLINE 390 0.25 832 36 217 115V/1PH MD 37 1,2,5,7,8 EF -10 GREENHECK CSP -A200 FIRST FLOOR, H4 COFFEE BAR 105 INLINE 170 0.25 802 29 48 115V /1PH MD 24 1,2,5,8,11 EF -11 ILG CWDA 15H10 FIRST FLOOR, D1 TO BE DEMOED SIDEWALL 1817 -2010 0.25 - - 113 115V/1 PH - - 13 EF -12 ILG CWDA 10E15 FIRST FLOOR, C1 TO BE DEMOED CENTRIFUGAL SIDEWALL 141 -500 0.25 - - 1/10 115V/1 PH - - 13 NOTES: 1. DISCONNECT BY ELECTRICAL CONTRACTOR. 2. MOTOR STARTER BY ELECTRICAL CONTRACTOR. 3. INTEGRAL BACKDRAFT DAMPER. 4. WALL COLLAR. 5, MOTORIZED DAMPER. 6. MOTOR SIDE GUARD. 7. CONTROLLED BY BUILDING AUTOMATION SYSTEM. 8. ISOLATORS. 9. HIGH EFFICIENCY MOTORS. 10. T'STAT (MT. AT 48" AFF, SET AT 80° F. 11. CONTROLLED BY WALL SWITCH. 12. EXISTING TO REMAIN. 13. EXISTING TO BE REMOVED AND REPLACED WITH WALL CAP. RFCFNEP SEP 08 2011 PERMIT CENTER SEPARATE PERMIT AND APPROVAL ED REQ PSF MECHANICAL, INC. 9322 14th Avenue South Seattle, WA 98108 -5102 p: 206.764.9663 f: 800.767.9763 STAMP PROJECT TEAM 00 CO 00 CD W C9 I W CO H 00 W_ Q M07► rI PERMIT SET 08/04/11 _r] KEYPLAN Revisions Date Proj No: Scale: Drawn By: Checked By: 2050 NTS TR JR /JS HVAC SCHEDULES M02 Sheet: 2 of 6 s \2050_psf —m 102.dwg Location TI \CAD \Plot D EATON PATH: N: \Projects \Local \Harley • • .. .:P... .. ,..,. „ • E.. IFTAIS TU-2- 05/2 -16 I1 II II FUTURE 1 1 i,. 1:v1 [«T7 -12 x1 ROOF: JACK AV -2 -05 F1U -2-06 Err P f'k'1 1 I• 1•' 1aL11 f I ) 1 l• rEAHRil 1 1 28'0 Flu -2-03® 1 1 26 "0 FN -2-04 i 1311152510 1 1• PAIN FIU -2-01 ! LI Ell q H] 1 i 1 i 1 1 1111111M0111.1111111ffilliiiiiiMillifitati 1 HIIf'Z+ik MIN IIIMMVATO n , (FN -2 -01) FUIURE .1.2 1Jf TO € OF JACK`.. »: EN€ NG WW1 f vim. u i -08 ..4 , UA.,-ZD RAW 30'0 DN TO RST FLOOR (A 4.y) LIFT , 101'0 UP TO EF -5 ROOF JACK 8 "0 UP TO EF -10 ROOF JACK ®10"O UP TO ROOF CAP ® 8 "0 UP TO ROOF CAP SECOND FLOOR HVAC PLAN - NEW SCALE : 118" =1' -0" PYn RFCEIVFD SEP 08 2011 PERMITCEI\TER oPARATE RiwrA AND LEGEt�I�F - - DEMO RO�AL EX ST1NC igg4 D NEW DUCTWORK �gF PSF MECHANICAL, INC. 9322 14th Avenue South Seattle, WA 98108 -5102 p: 206.764.9663 f: 800167.9763 STAMP PROJECT TEAM PERMIT SET 08/04/11 KEYPLAN • Revisions Date Proj No: Scale: Drawn By: Checked By: 2050 1/8" = TR JR/JS SECOND FLOOR HVAC PLAN - NEW M1.2 Sheet: 4 of 6 / • /1, €€€ • A B) DN TO EF-5 „ .,€€€€€' -\ € •€'€\.\ N •, 0 €€€-, €€€k„ •,€€€' .... ./€€' € 1 JACK TO TO \_ DN TO EF-10 t ROOF HVAC PLAN - NEW SCALE : 1/8" = / / 1V1 FROM Et ROOF -4 JAqK • (4) PH750% RFCFIVED SEP 08 2011 PERMIT CE RATc IT ND LEGARPRO - DEMO RECUR -- EASING TO REMAN NEW DUCTWORK L D PSF MECHANICAL, INC. 9322 14th Avenue South Seattle, WA 98108-5102 p: 206.764.9663 f: 800.767.9763 STAMP PROJECT TEAM PERMIT SET 08/04/11 KEYPLAN Revisions Date Proj No: Scale: Drawn By: Checked By: 2050 1/8” = TR JR/JS ROOF HVAC PLAN -NEW M1.3 Sheet: 5 of 6 .7711711„ (4) 110x3/4' TE!( SCREW EA STUD 3/8' FUT WASHER & NUT WEIGHT = 191 IBS. MAX PLAN 110 SCREW, (TYP) 112 WIRE MP) 3/8' THREADED ROD (1W) FLOOR OR ROOF ABOVE 45 3/8' THREADED ROD SEE SCHEDULE FOR DETNLS (Fru -x -x) 250S125 -30 (STUD) ELEVATION (P) 112 WIRE OR SHEET T mu AL TO STRUCTURE I TYP. 4 PLACES (4) 110x3/4' TB( SCREW SEISMIC FAN TERMINAL AND VAV UNIT INSTALLATION DETAIL NTS SEP 08 2011 PERMIT OF SVgAl'i Pe RV R 'mkt' p5F PSF MECHANICAL, INC. 9322 14th Avenue South Seattle, WA 98108 -5102 p: 206.764.9663 f: 800.767.9763 STAMP PROJECT TEAM co c0 co 0) CCI PERMIT SET 08/04/11 KEYPLAN fp Revisions Date Proj No: Scale: Drawn By: Checked By: 2050 NTS TR JR /JS HVAC DETAILS & SECTIONS M2.1 Sheet: 6 of 6 (800A.) INDICATES EXISTING FEEDER SIZES IN AMPS. VA SHADING INDICATES NEW WORK IN THIS CONTRACT. (R) INDICATES RELOCATED EQUIPMENT FLAG NOTES INTERCEPT EXISTING 200A FEEDER & EXTEND TO NEW PANEL LOCATION. L2A1 225A MLO HM2 200A MLO —(200,4) SECOND FLOOR - 2 -1/2 "C - 4 300 kCMIL AL & 1 2 AL GND (NEW) L1 B2 (R) 225A MLO L1 B1 (R) 225A MCB 3 "C- 4300kCMIL AL & 111/0 AL GND (NEW) -=, (R) 75TkVA XFMR H1B (R) 200A MLO IghL n' 60AF IF (225A) 60AD EXISTING ELEVATOR L1A2 225A MLO <225A - L1A1 225A MCB 200A 1/4*-(225A)- LCP 75 TkVA XFMR H1A - C200A)- 200A MLO 1 (125A) MDP 800A MLO -(800A)- FIRST FLOOR cfr SCL 300 kVA PAD - MOUNTED TRANSFORMER #1/0 AL - 2 "C - 3 #2/0 AL & 1#4 AL GND (NEW) #4 CU EXISTING RISER DIAGRAM NOT TO SCALE (800A) TO SCL PRIMARY POLE LIGHTING FIXTURE SCHEDULE ME DESCRIPTION INTERIOR A RECESSED DIRECT /INDIRECT 2x2 TROFFER, 2 LAMP AF SIMILAR TO A EXCEPT WITH FLANGE MTD B PENDANT MOUNTED LINEAR FLUORESCENT BX PENDANT WITH EMERGENCY BATTERY BACK UP BALLAST. BD SIMILAR TO B EXCEPT WITH DIMMING BALLAST. BDX SIMILAR TO B EXCEPT WITH DIMMING /BATTERY BACKUP BALLAST. C RECESSED WALL WASHER, 6" APERATURE CD SIMILAR TO C EXCEPT WITH DIMMING BALLAST. D RECESSED DOWNUGHT, 6" APERATURE DD SIMILAR TO D EXCEPT WITH DIMMING BALLAST. DX SIMILAR TO D EXCEPT WITH EMERGENCY BALLAST. D1 RECESSED DOWNUGHT, LENSED, 6" APERATURE D1X SIMILAR TO D1 EXCEPT WITH EMERGENCY BATTERY BACK UP BALLAST. (E) EXISTING SURFACE MOUNTED FLUORESCENT F WALL MOUNTED NOMINAL 4' -0" VANITY LIGHT G SURFACE MOUNTED LINEAR FLUORESCENT WITH WRAPAROUND LENS H NOT USED. J PENDANT COMPACT FLUORESCENT WITH UP /DN DISTRIBUTION, 6 LAMP JD SIMILAR TO J EXCEPT WITH DIMMING BALLAST. JDX SIMILAR TO J EXCEPT WITH DIMMING BALLAST AND EMERGENCY BATTERY BACK UP. K PENDANT COMPACT FLUORESCENT WITH UP /DN DISTRIBUTION, 6 LAMP KD SIMILAR TO K EXCEPT WITH DIMMING BALLAST. L FLUORESCENT STRIP, 2 LAMP, CHAIN MOUNTED AT 9'0" LX SIMILAR TO L EXECEPT WITH EMERGENCY BATTERY BACK UP BALLAST. M WALL MOUNTED FLUORESCENT WITH WRAPAROUND LENS. INTERGRAL OCCUPANCY SENSOR TO SWITCH TWO LAMPS OFF. SENSOR TO HAVE FAIL ON FULL BRIGHTNESS. X1 EXIT SIGN, LED 2- F24T5 /HO 2- F24T5 /HO 2 -F32T8 2 -F32T8 2 -F32T8 2 -F32T8 1- CFTR32 1 -CFTR32 1- CFTR32 1- CFTR32 1- CFTR32 1 -CFTR32 1- CFTR32 2 -F32T8 2 -F28T5 2 -F32T8 4 -FT36 DNLT 2- CFTR42 UP 4 -FT36 DNLT 2- CFTR42 UP 4 -F136 DNLT 2- CFTR42 UP 4 -FT24 4 -FT24 2 -F32T8 2 -F32T8 2- F32T8/835 1 -F17T8 LED WATTS MEL 52 52 62 62 62 62 36 36 36 36 36 36 36 62 64 62 264 264 264 96 96 62 62 62 20 5 Lighting Summary 2009 Washinaton State Enerav Code Compliance Form for Nonresidential and Multifamily Residential RwMd Nov 2010 Project Infa Project Address PSF TI Date 9/2/2011 19001 48TH AVE SOUTH For Building Department Use TUKWH.A, WA 98168 Applicant Name: CASE ENGINEERING Applicant Address: 10814 BEARDSLEE BLVD, SIT C, BOTHEJ, WA 98011 Applicant Phone: 426 -402 -9400 R2 H1A-3 Project Description ALTERATION R3 Compliance Option LIGHTING POD ALLOWANCE Maximum Allowed Lighting Wattage (Interior) Location H1A -9 Occupancy Description Allowed W /SF Area in ft2 Allowed x Area SLV10 WEST OPEN OFFICE 2ND FLR °Fr m'E 1ST FLR 0.90 19962 12026 R7 H1A -6 ' oFFR:E 1ST FLR — 18' CEILING HEIGHT 1.06 6810 7007 T QI Of a OFFICE 2ND FIR 0.90 12786 11607 R10 c5 ® OM MECH RMS AND ELECT RMS EXEMPT R11 0.0 s* From Table 15 -1 (over) — document all exceptions on form LTG —LPA Total Allowed Watts Proposed Lighting Wattage (Interior) 30640 R12 Location Fixture Description i of Fixtures W /Fixt W Proposed ABBREVIATIONS 1 —+ . —5 �I' -LV- A—RECESSED 2a2 FLUORESCENT TROFFER, 2 LAMP 101 62 6262 ADDITIONAL SYMBOLS B— PENDANT MTD LINEAR FLUORESCENT, 2 LAMP 188 62 10416 C —RECESSED WALL WASHER, CFL, 1 LAMP 22 96 792 D—RECESSED DNLT, CFI, 1 LAMP 62 96 1872 DI—RECESSED DNLT, CFL, LENSED, 1 LAMP 20 36 720 (E)—EXISTING FLUORESCENT, 2 LAMP 9 62 188 F —WALL MOUNTED 4' VANITY LIGHT, 2 LAMP 9 64 676 CI—SURFACE MTD FLUORESCENT WRAP, 2 LAMP 6 62 372 H —NOT USED J— PENDANT MOUNTED Clan 6 LAMPS 8 264 1684 IC— PENDANT MOUNTED CFL, 4 LAMP 12 96 1152 L—F UORESCENT STRD?, 2 LAMP 33 62 2046 II—WAIL MOUN=D FLUORESCENT, 2 LAMP 2 82 184 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 25132 LCP RELAY SCHEDULE LOCATION- ELECTRICAL RM SURFACE MOUNTED RELAY CIRCUIT SWITCH LOCATION R1 H1A -1 SLV1,2 WEST OFFICE 1ST FLR R2 H1A-3 SLV3,4 NORTH OFFICE 1ST FLR R3 H1A-5 SLV5,7,8 EAST OPEN OFFICE 1ST FLR R4 H1A -9 SLV6 ENTRY AND CORRIDOR 1ST FLR R5 H1A -2 SLV10 WEST OPEN OFFICE 2ND FLR R6 H1A -4 SLV11 NORTH OPEN OFFICE 2ND FLR R7 H1A -6 ' SLV9,13 CORRIDOR AND STAIRS 2ND FLR R8 SD DIMMER sp PILOT- LIGHTED SK KEY - OPERATED S, MASTER T QI Of a R9 c Sty LOW 2 CORRESPONDS LCP AREAS R10 c5 ® OM ®10 HAND R11 0 CEILING e OCCUPANCY ® DAYLIGHT 1 1w A TELEPHONE WALL MOUNTED PHONE (VERIFY MOUNTING HEIGHT) TELEPHONE /DATA TELEVISION INTERCOM R12 Ty WIRING CONCEALED IN CEIUNG OR WALL WIRING CONCEALED IN FLOOR OR UNDERGROUND NUMBER OF CONDUCTORS BRANCH CIRCUIT HOMERUN BRANCH CIRCUIT CONTINUES ELSEWHERE (NOTED) GROUNDING ELECTRODE LOW VOLTAGE CIRCUIT WITH ISOLATED GROUND MULTI - OUTLET PLUG -IN ASSEMBLY (SEE NOTES) DRAWING INDEX E0.0 SYMBOL LEGEND, RISER, SCHEDULES E0.1 PANEL SCHEDULES, LOAD SUMMARIES E1.1 1ST FLOOR POWER /COMMUNICATIONS FLOOR PLAN E1.2 2ND FLOOR POWER /COMMUNICATIONS FLOOR PLAN E2.1 1ST FLOOR UGHTING FLOOR PLAN E2.2 2ND FLOOR LIGHTING FLOOR PLAN E3.1 1ST FLOOR MECHANICAL CONNECTIONS FLOOR PLAN E3.2 2ND FLOOR MECHANICAL CONNECTIONS FLOOR PLAN LE2.1 1ST FLOOR EMERGENCY LIGHTING CALCULATION PLAN LE2.2 2ND FLOOR EMERGENCY LIGHTING CALCULATION PLAN 7H3O g SEP 08 2011 SEPARATE PERMITAND APPROVAL REQUIRED PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 (IV ENGINEERING Consulting Electrical Engineers CASE 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425 -402 -9400 Fax: 425 -402 -9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: SYMBOL LEGEND, RISER DIAGRAM, SCHEDULES Designed By: Drawn By: Project No: Date: MSC CJP 11103 09/06/11 Sheet Number: E0.0 SYMBOL LEGEND POWER RECEPTACLE OUTLETS LIGHTING OUTLETS ie OD I:0 I® 10 a@ WP ie IA ITT Imo* SINGLE DUPLEX DOUBLE DUPLEX SINGLE SPECIAL PURPOSE GFCI RECEPTACLE (VERIFY MOUNTING HEIGHT) GFCI WEATHER RESISTANT RECEPTACLE W/WEATHERPROOF COVER DUPLEX OUTLET ON DEDICATED CIRCUIT DOUBLE DUPLEX OUTLET ON DEDICATED CIRCUIT SWITCHED RECEPTACLE TIMER CONTROLLED RECEPTACLE FOR COFFEEMAKER. PROVIDE 2 -HOUR TIMER BEHIND COMMON FACEPLATE. TAMPER RESISTANT /CHILDPROOF RECEPTACLE FLUSH FLOOR OUTLET BOX COMBINATION POWER /DATA FLUSH FLOOR BOX DUPLEX OUTLET MOUNTED IN CEILING JUNCTION BOX WITH BLANK COVER 0 © Q Ems] 0 � 0 Q) SURFACE MOUNTED DOWNUGHT RECESSED DOWNUGHT WALL MOUNTED FIXTURE PENDANT MOUNTED FIXTURE OR CHANDEUER RECESSED EGRESS FIXTURE OR NIGHT LIGHT (NL) RECESSED WALLWASHER /DIRECTIONAL FIXTURE SURFACE FLUORESCENT RECESSED FLUORESCENT PENDANT FLUORESCENT OPEN STRIP FLUORESCENT UNDERCOUNTER FLUORESCENT RECESSED EGRESS FLUORESCENT EXIT LIGHT (CEILING OR UNIVERSAL MOUNT) EXIT UGHT (WALL MOUNT) COMBINATION EXIT /EMERGENCY EGRESS DUAL HEAD EMERGENCY EGRESS FIXTURE FLOODLIGHT /MONOPOINT TRACK LIGHT (LENGTH AS SHOWN ON PLAN) WALL SCONCE �� CENDIg I--0I c = = ==a III [•:•! 1I1h [1] te 4J V Q V OO PANELBOARDS, SWITCHES & EQUIPMENT CIRCUIT BREAKER PANEL SWITCHBOARD OR MOTOR CONTROL CENTER TERMINAL CABINET TRANSFORMER (SEE RISER DIAGRAM FOR SIZE) DISCONNECT SWITCH FUSED DISCONNECT SWITCH COMBINATION STARTER & DISCONNECT SWITCH CONTACTOR IN ENCLOSURE FAN CONNECTION EQUIPMENT CONNECTION MOTOR CONNECTION ❑ An .4 ii SWITCH OUTLETS & CONTROL DEVICES r. S SINGLE -POLE S2 DOUBLE -POLE S3 THREE -WAY S4 FOUR -WAY Sos OCCUPANCY SENSOR SD DIMMER sp PILOT- LIGHTED SK KEY - OPERATED S, MASTER T QI Of a o PUSHBUTTON c Sty LOW 2 CORRESPONDS LCP AREAS VOLTAGE OVERRIDE - NUMBER TO RELAY NUMBER IN LCP. SEE SCHEDULE FOR SWITCH ASSIGNMENTS AND CONTROLLED. /AUTO /OFF CONTROL SWITCH MOUNTED OCCUPANCY SENSOR SENSOR POWER PACK SENSOR /PHOTOCELL c5 ® OM ®10 HAND COMMUNICATIONS OUTLETS 0 CEILING e OCCUPANCY ® DAYLIGHT 1 1w A TELEPHONE WALL MOUNTED PHONE (VERIFY MOUNTING HEIGHT) TELEPHONE /DATA TELEVISION INTERCOM CIRCUITING Ty WIRING CONCEALED IN CEIUNG OR WALL WIRING CONCEALED IN FLOOR OR UNDERGROUND NUMBER OF CONDUCTORS BRANCH CIRCUIT HOMERUN BRANCH CIRCUIT CONTINUES ELSEWHERE (NOTED) GROUNDING ELECTRODE LOW VOLTAGE CIRCUIT WITH ISOLATED GROUND MULTI - OUTLET PLUG -IN ASSEMBLY (SEE NOTES) Q - - - ABBREVIATIONS 1 —+ . —5 �I' -LV- AFF AL ATS CKT CLG C.O. CRP CU DF DW E.C. EXTG (E) FLR GFCI GND HWT LCP LTS M.C. ABOVE FINISHED FLOOR ALUMINUM AUTOMATIC TRANSFER SWITCH CIRCUIT CEILING CONDUIT ONLY CONTROL RELAY PANEL COPPER DRINKING FOUNTAIN DISHWASHER ELECTRICAL CONTRACTOR EXISTING EXTG. TO REMAIN FLOOR GROUND FAULT CIRCUIT INTERRUPTER GROUND HOT WATER HEATER LIGHTING CONTROL PANEL LIGHTS MECHANICAL CONTRACTOR MSC MULTI SCENE CONTROLLER MW MICROWAVE NIC NOT IN CONTRACT NL NIGHT LIGHT O.C. ON CENTER PNL PANEL P.O.S. POINT OF SERVICE PP POWER POLE PSE PUGET SOUND ENERGY PUD PUBLIC UTILITY DISTRICT PV PHOTOVOLTAIC REC RECEPTACLES REF REFRIGERATOR (R) RELOCATED EXISTING RQMTS REQUIREMENTS TBD TO BE DETERMINED TJg TELEPHONE TERMINAL BOARD WC WATER COOLER WP WEATHER PROOF U.O.N. UNLESS OTHERWISE NOTED XFMR TRANSFORMER - ® ADDITIONAL SYMBOLS DRAWING INDEX E0.0 SYMBOL LEGEND, RISER, SCHEDULES E0.1 PANEL SCHEDULES, LOAD SUMMARIES E1.1 1ST FLOOR POWER /COMMUNICATIONS FLOOR PLAN E1.2 2ND FLOOR POWER /COMMUNICATIONS FLOOR PLAN E2.1 1ST FLOOR UGHTING FLOOR PLAN E2.2 2ND FLOOR LIGHTING FLOOR PLAN E3.1 1ST FLOOR MECHANICAL CONNECTIONS FLOOR PLAN E3.2 2ND FLOOR MECHANICAL CONNECTIONS FLOOR PLAN LE2.1 1ST FLOOR EMERGENCY LIGHTING CALCULATION PLAN LE2.2 2ND FLOOR EMERGENCY LIGHTING CALCULATION PLAN 7H3O g SEP 08 2011 SEPARATE PERMITAND APPROVAL REQUIRED PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 (IV ENGINEERING Consulting Electrical Engineers CASE 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425 -402 -9400 Fax: 425 -402 -9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: SYMBOL LEGEND, RISER DIAGRAM, SCHEDULES Designed By: Drawn By: Project No: Date: MSC CJP 11103 09/06/11 Sheet Number: E0.0 PANEL SCHEDULE NUMBER MDP LOCATION: ELECTRICAL ROOM SERVING: LTS, EQUIPMENT 480Y/277 VOLTS 3 PHASE 4 WIRE 800 AMP with MAIN LUGS CKT. NO LOAD DESCRIPTION KVA TRIP AMPS 60 - _ 200 ± , ^ I •_ TRIP AMPS ^ 200 ^ ^_ ^_ 200 ^_ ^ ^ 200 ^_ ^_ KVA LOAD DESCRIPTION CKT. N0. 89.4 164.8 111.0 PANEL H1B PANEL H1A AC -1 2 4 6 8 10 12 14 16 18 1 3 5 7 9 11 13 15 17 ELEVATOR PANEL HM2 SPARE 28.3 34.2 _ 200 ^ . ^ I) I" I" I" I" I) I) I" I N O O ^ ^ ^ *20 ^ I I I I REMARKS: SEE LOAD SUMMARY FOR DEMAND *30 ^ *60 ^ ^ ^ *40 ^ ^ . . � I 1 ^ I ^_ ^ _ I 5 �-. CONNECTED LOAD: 89.4 KVA 108 AMPS DEMAND LOAD: 80.3 KVA 97 AMPS .-. .-. ^_ 20 .-. EF -6 ELECTRICAL ROOM 6 .-. SPARE .-■ 20 ^ REC - OPEN OFFICE 118 .-. 20* SPARE 8 9 REMARKS: *PROVIDE NEW CIRCUIT BREAKER SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 164.8 KVA 199 AMPS DEMAND LOAD: 156.8 KVA 189 AMPS 20 ^ 6 ^ 20 REC - OPEN OFFICE 119 SPARE 10 11 SPARE 0-N_20GFI REMARKS: SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 427.7 KVA 515 AMPS DEMAND LOAD: 412.7 KVA 497 AMPS PANEL SCHEDULE NUMBER H1A LOCATION: WEST WALL SERVING: LTS, EQUIPMENT 480Y/277 VOLTS 3 PHASE 4 WIRE 200 AMP with MAIN LUGS Cam' N0. LOAD DESCRIPTION KVA TRIP AMPS 20 ^ 20 ^ 20 ^ 20 ^ 20 ^ 20 ^ *30 ^ *40 ^ *50 ^ *50 _ , ^ I •_ TRIP AMPS ^ 20 ^_ 20 ^_ 20 ^ 20 ^_ 20 ^_ 20 ^ 20 ^_ 20 ^_ 20 ^_ *20 ^_ ^ 125 KVA LOAD DESCRIPTION Cam' N0. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 LTS -WEST OPEN OFFICE LTS -NORTH OPEN OFFICE LTS -EAST OPEN OFFICE LTS -CORE OFFICE AND SUPPORT LTS -ENTRY AND CORRIDOR LTS -S. OFFICE, CONF, BREAK FTU -1 -15,16 FTU -1 -6,9 FTU -1 -14,18 FTU -1 -7,8 FTU -1 -10,17 3.7 2.2 2.0 3.6 2.2 2.8 5.7 8.7 9.4 18.4 17.4 3.5 1.3 1.4 4.0 8.8 69.7 LTS -OPEN OFFICE WEST LTS -OPEN OFFICE NORTH LTS- CORRIDOR AND STAIRS LTS -CORE OFFICES & SUPPORT SPARE SPARE SPARE SPARE SPARE ACO -1 SERVER RM COND UNIT TRANSFORMER TA - PNL L1A1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 _ *40 � !I` I) I" I" I" I" I) I) I" I N O O ^ ^ ^ *20 ^ I I I I REMARKS: SEE LOAD SUMMARY FOR DEMAND *30 ^ *60 ^ ^ ^ *40 ^ ^ . . � I 1 ^ I ^_ ^ _ I 5 �-. CONNECTED LOAD: 89.4 KVA 108 AMPS DEMAND LOAD: 80.3 KVA 97 AMPS .-. .-. ^_ 20 .-. EF -6 ELECTRICAL ROOM 6 • SPARE 4 20 ^ REC - OPEN OFFICE 118 ^_ 20 20* SPARE 8 9 REMARKS: *PROVIDE NEW CIRCUIT BREAKER SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 164.8 KVA 199 AMPS DEMAND LOAD: 156.8 KVA 189 AMPS PANEL SC HEDULE NUMBER H1B LOCATION: WEST ELECTRICAL ROOM SERVING: LTS, EQUIPMENT 480Y/277 VOLTS 3 PHASE 4 WIRE 200 AMP with MAIN LUGS N0. LOAD DESCRIPTION KVA AMPS 20 ^ , ^ I ^_ ^_ ^_ KVA LOAD DESCRIPTION N0. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE FTU -1 -13 FTU -1 -1,2 FTU -1 -3,4,5 FTU -1 -11,12 2.9 6.2 26.1 15.9 38.3 SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE TRANSFORMER TB - PNL L1B1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 ^ 20 ^ ^ ^ ^ ^ ^ I 1 � I I I I ^ I I) I" I" I" I" I) I) I" I N O O ^ ^ ^ *20 ^ I I I I REMARKS: SEE LOAD SUMMARY FOR DEMAND *30 ^ *60 ^ ^ ^ *40 ^ ^ . . � I 1 ^ I 1.2 REC - OPEN OFFICE 143 I 5 REMARKS: *PROVIDE NEW CIRCUIT BREAKER SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 89.4 KVA 108 AMPS DEMAND LOAD: 80.3 KVA 97 AMPS PANEL SCHEDULE NUMBER HM2 LOCATION: SECOND FLOOR SERVING: HVAC EQUIPMENT 480Y/277 VOLTS 3 PHASE 4 WIRE 200 AMP with MAIN LUGS CKT. N0. LOAD DESCRIPTION KVA TRIP AMPS 20 ^ ^ ' 40 _ ^ ^ 30 ^ ^ ^ 20 ' _ ^ ^ ^ ^ ^ ^ ^ ^ ^ ' ^_ ^_ ^_ TRIP AMPS -' _ 20 KVA LOAD DESCRIPTION CKT. N0. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 FTU -2 -6 FTU -2 -7 FTU -2 -8 SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 3.9 2.4 2.9 3.4 1.9 4.4 4.8 4.4 3.9 2.2 SPARE FTU -2 -1 FTU -2 -3 FTU -2 -4 FTU -2 -9 FTU -2 -10 FTU -2 -14 IAC -1 SERVER RM FAN COIL SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 REMARKS: EXTG FEED THRU LUGS SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 69.7 KVA 194 AMPS DEMAND LOAD: 55 KVA 153 AMPS REC - REFRIG _ ^_ 30 ^_ ^_ ^_ 30 ^ ^_ ^_ 20 ^_ ^_ ^_ ^_ ^_ ^ ^_ ^_ ^ ^- ^- REMARKS: SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 34.2 KVA 41 AMPS DEMAND LOAD: 34.2 KVA 41 AMPS LOAD SUMMARY (PER NEC 220 CATEGORIES) PANEL MDP DESCRIPTION CONNECTED LOAD -kVA DEMAND FACTOR DEMAND LOAD kVA AMPS LIGHTING RECEPTACLES - RECEPTACLES - MOTORS LARGEST MOTOR HEATING COOUNG MISCELLANEOUS TOTAL SPECIFIC USE GENERAL USE ** LOAD 26.7 29.1 67.6 2.3 28.3 142.7 122.0 9.0 427.7 *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA * *DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT 1.25 1.00 1.00 1.25 1.00 1.00 1.00 33.4 29.1 38.8 2.3 35.4 142.7 122.0 9.0 40 35 47 3 43 172 147 11 412.7 497 O 480Y/277V 3PH, 4W LOAD SUMMARY (PER NEC 220 CATEGORIES) PANEL H1A DESCRIPTION CONNECTED D LOAD -kVA DEMAND FACTOR DEMAND LOAD kVA AMPS LIGHTING RECEPTACLES - RECEPTACLES - MOTORS LARGEST MOTOR HEATING COOUNG MISCELLANEOUS TOTAL SPECIFIC USE GENERAL USE ** LOAD 26.7 25.1 39.4 0.7 0.0 59.6 8.8 4.5 164.8 *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA * *DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT 1.25 1.00 * 1.00 1.25 1.00 1.00 1.00 33.4 25.1 24.7 0.7 0.0 59.6 8.8 4.5 40 30 30 1 0 72 11 5 156.8 189 O 480Y/277V 3PH, 4W LOAD SUMMARY (PER NEC 220 CATEGORIES) PANEL H1B DESCRIPTION CONNECTED LOAD -kVA DEMAND FACTOR DEMAND LOAD kVA AMPS LIGHTING RECEPTACLES - RECEPTACLES - MOTORS LARGEST MOTOR HEATING COOUNG MISCELLANEOUS TOTAL SPECIFIC USE GENERAL USE ** LOAD 0.0 4.0 28.2 1.6 0.0 51.1 0.0 4.5 89.4 *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA * *DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT 1.25 1.00 1.00 1.25 1.00 1.00 1.00 0.0 4.0 19.1 1.6 0.0 51.1 0.0 4.5 0 5 23 2 0 62 0 5 80.3 97 O 480Y/277V 3PH, 4W LOAD SUMMARY (PER NEC 220 CATEGORIES) PANEL HM2 DESCRIPTION CONNECTED LOAD -kVA DEMAND FACTOR DEMAND LOAD kVA AMPS LIGHTING RECEPTACLES - RECEPTACLES - MOTORS LARGEST MOTOR HEATING COOUNG MISCELLANEOUS TOTAL SPECIFIC USE GENERAL USE ** LOAD 0.0 0.0 0.0 0.0 0.0 32.0 2.2 0.0 34.2 *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA * *DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT 1.25 1.00 1.00 1.25 1.00 1.00 1.00 0.0 0.0 0.0 0.0 0.0 32.0 2.2 0.0 0 0 0 0 0 39 3 0 34.2 41 O 480Y/277V 3PH, 4W PANEL SCHEDULE NUMBER L1A1 LOCATION: ELECTRICAL ROOM SERVING: RECEPTACLES, EQUIPMENT 208Y/120 VOLTS 3 PHASE 4 WIRE 225 AMP with MAIN CIRCUIT BREAKER Cam' N0. LOAD DESCRIPTION KVA TRIP j AMPS 20 ^ 20 ^ 20 ^ 20 - 20 ^ 20 ^ 20 ^ 20 ^ 20 ^ 20 ' 20 ^ 20 ^ 20 ^ 20 ^ 20 - 20 ^ 20 - 20 ^ 20 ^ 20 ^ ^ �� m ^_ ^_ ^_ TRIP AMPS 30 30 » 20 20 20 ^_ 20 ^_ 20 ^_ 20 ^_ 20 ^_ 20 ^ ^- ^_ ^- ^- ^- ^- 15 ^- ^- KVA LOAD DESCRIPTION Cam' N0. 4.5 1.2 0.8 1.2 1.2 1.2 1.2 1.2 EXIST WATER HEATER SPARE REC - OFFICE 127, OPEN 131 REC - OFFICE 126 REC - S/E OPEN OFFICES 143 REC - S/E OPEN OFFICES 143 SPARE REC - OPEN OFFICES 143 REC - OPEN OFFICES 143 REC - OPEN OFFICES 143 SPACE SPACE SPACE SPACE SPACE SPACE SPARE 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 REC - N/E OPEN OFFICES 131 REC - N/E OPEN OFFICES 131 REC - N/E OPEN OFFICES 131 REC - N/E OPEN OFFICES 131 REC - REST RMS,CORR,SPRINKLE REC - OFFICES 123, 124 REC - OFFICES 129, 130 REC - OFFICES 125, 128 REC - OFFICES 112, 140 REC - OPEN OFFICES 143 REC - OPEN OFFICES 143 REC - OPEN OFFICES 143 REC - OFFFICES 108, 109 REC - OFFICES 110. 112 REC - OFFICE 111, RECEPT 102 REC - CONF ROOM 145 REC - OPEN OFFICES 143 SPARE SPARE SPARE SPACE 1.2 1.2 1.2 1.2 0.8 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.6 1.4 1.4 1.4 0.8 REMARKS: EXTG FEED THRU LUGS SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 69.7 KVA 194 AMPS DEMAND LOAD: 55 KVA 153 AMPS PANEL SCHEDULE NUMBER L1A2 LOCATION: ELECTRICAL ROOM SERVING: RECEPTACLES, EQUIPMENT 208Y/120 VOLTS 3 PHASE 4 WIRE 225 AMP with MAIN FEED THRU LUGS Cam' N0. LOAD DESCRIPTION KVA TRIP AMPS TRIP AMPS KVA LOAD DESCRIPTION Cam' NO. 1 REC - COFFEE BAR 1.0 20 ^ ^ 20 ^_ 20 1.2 REC - STOR 139, OFFICE 144 2 3 REC - REFRIG 0.6 20 ^ •_20GFI ^_ 20 1.2 REC - OPEN OFFICE 143 4 5 REC - COFFEE BAR 1.0 20 ^ 20* ^_ 20 0.3 EF -6 ELECTRICAL ROOM 6 7 SPARE 4 20 ^ REC - OPEN OFFICE 118 ^_ 20 20* SPARE 8 9 SPARE 11 20 ^ 6 ^ 20 REC - OPEN OFFICE 119 SPARE 10 11 SPARE 0-N_20GFI 20 ^ ^_ 20 8 SPARE 12 13 SPARE ^ 20 ^ IN_ 70 •_ 20 14 SPARE 14 15 SPARE 1.4 20 ^ ^ 20 SPACE SPARE 16 17 SPARE 12 20 ^ ^ 20 1.2 SPARE 18 19 SPARE SPARE 20 2.0 ^_ 20 15 SPARE 20 21 SPARE 21 - 20 ^ DED RACK REC - SERVER ROOM ^ 20 SPARE 22 REC - WEST OPEN OFFICES ^_ 20 23 SPA* 26 20 ^ SPARE SPARE 24 18 25 SPARE 1.2 20 •_ 29 SPACE 26 - 20 ^ ^ 27 SPARE 21 REC - WEST OPEN OFFICES SPACE 28 ^ ^- 29 SPARE 20 ^- SPACE 30 - 20 ^ 20* 31 SPARE 35 ^ 24 SPACE 32 REC - WEST OPEN OFFICES ^- 33 SPARE SPARE 20 ^ 0.4 SPACE 34 27 35 SPARE 20 20 ^ ■ ^ SPACE 36 - ^ 37 SPARE REC - WEST OPEN OFFICES 20 ^ 20 SPACE 38 39 SPACE ^ SPARE ^- 20 SPACE 40 REC - WEST OPEN OFFICES 41 SPACE 32 ^ ^- 20 ^- 20 SPARE SPARE 42 42 REMARKS: FEED -THRU LUGS TO L2A1 CONNECTED LOAD: 36.6 KVA 102 AMPS CONNECTED LOAD: 7.3 KVA 20 AMPS DEMAND LOAD: KVA AMPS PANEL SCHEDULE NUMBER L1 B2 LOCATION: WEST ELECTRICAL ROOM SERVING: RECEPTACLES, EQUIPMENT NUMBER L1B1 LOCATION: WEST ELECTRICAL ROOM SERVING: RECEPTACLES, EQUIPMENT LOAD DESCRIPTION 208Y/120 VOLTS 3 PHASE 225 AMP with MAIN CIRCUIT BREAKER 4 WIRE Cam' N0. LOAD DESCRIPTION KVA TRIP AMPS 97) w TRIP J�7 AMPS KVA LOAD DESCRIPTION ^ 20 0.6 Cam' N0. 1 REC - OPEN OFFICE 116 1.2 20* ^ •_ 20 •_20GFI O O O O N N N N N N N REC - BREAK RM 115 5 EF -1, EF -2, EF -7 2 3 REC - OPEN OFFICE 117 1.2 20* • 6 ^_20GFI REC - BREAK RM 115 0.3 20 ^ 4 5 REC - OPEN OFFICE 118 1.2 20* ^ SPARE ^_20GFI REC - BREAK RM 115 11 ^_ 20 6 7 REC - OPEN OFFICE 119 1.2 20* • ^ 0-N_20GFI REC - BREAK RM 115 SPACE 8 9 REC - COPY - OPEN OFF 119 1.0 20* ^ ^_ IN_ 70 SPARE 14 15 10 11 REC - OFFICES 119, 120 1.4 20* ^ SPACE ^_ 17 SPACE 12 13 REC - OFFICES 117, 118 1.2 20* ^ 19 30 SPARE ^ 2.0 14 15 REC - CONF 116 1.0 20* ^ 21 #s _ DED RACK REC - SERVER ROOM ^ 16 17 REC - WEST OPEN OFFICES 1.2 20* ^ 26 50 SPARE SPACE 24 18 19 REC - WEST OPEN OFFICES 1.2 20* ^ 29 T ^_ 26 2.0 27 20 21 REC - WEST OPEN OFFICES 1.2 20* ^ 20 SPARE SPACE 22 ^- 23 REC - WEST OPEN OFFICES 1.2 20* ^ SPACE 35 ^ 24 20 25 REC - WEST OPEN OFFICES 1.2 20 ^ SPARE ^ 0.4 26 38 27 REC - WEST OPEN OFFICES 1.2 20 ^ ^ ^- 28 SPACE _ ^_ 20 29 REC - WEST OPEN OFFICES 1.2 20 ^ REC - WEST OPEN OFFICES SPACE 30 31 SPARE 20 ^ ^ 20 REC - WEST OPEN OFFICES 40 32 41 ^- 20 33 SPARE 20 42 REC - WEST OPEN OFFICES REMARKS: SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 7.3 KVA 20 AMPS 34 - ^ 35 SPARE 20 ^- 20 REC - WEST OPEN OFFICES 36 37 SPARE 30 - ^ 20 REC - WEST OPEN OFFICES 38 39 ^- 20 REC - WEST OPEN OFFICES 40 - ^ 41 REC - BREAK ROOM 0.8 20 ^- 20 REC - WEST OPEN OFFICES 42 REMARKS: *REPLACE EXISTING CIRCUIT BREAKER CONNECTED LOAD: 38.3 KVA 106 AMPS EXTG FEED -THRU LUGS TO L182 DEMAND LOAD: 29.2 KVA 81 AMPS PANEL SCHEDULE NUMBER L1 B2 LOCATION: WEST ELECTRICAL ROOM SERVING: RECEPTACLES, EQUIPMENT 208Y/120 VOLTS 3 PHASE 4 WIRE 225 AMP with MAIN LUGS Cam' N0. LOAD DESCRIPTION KVA TRIP AMPS TRIP AMPS KVA LOAD DESCRIPTION Cam' N0. 1 EXIST WATER HEATER 4.5 30 !jam ^ 20 0.6 COUNTER REC - WEST OFFICES 2 3 1.0 •_ 20 0.6 REC - REST ROOMS 4 5 EF -1, EF -2, EF -7 1.3 20 ^ REC - OFFICES 220, 221 •_ 20 7 SPARE 6 7 EF -5 0.3 20 ^ 8 ^_ 30 SPARE SPARE 8 9 SPARE 20 ^ 11 ^_ 20 SPARE 10 11 SPACE 12 ^ SPARE ^_ SPACE 12 13 SPACE 15 ^ ^_ SPACE 14 15 SPACE SPARE ^ ^_ SPACE 16 17 SPACE ^ I K • kI ^_ DED RACK REC - SERVER ROOM SPACE 18 19 SPACE ^ 2.0 ^ 22 SPACE 20 23 ^_ 21 SPACE DED RACK REC - SERVER ROOM ^ SPACE 22 23 SPACE 2.0 ^ 26 ^ SPACE 24 ^_ 25 SPACE ^ 29 SPACE 26 2.0 27 SPACE ^ ^_ SPARE SPACE 28 DED RACK REC - SERVER ROOM 29 SPACE ^ ^- SPACE 30 34 31 SPACE 35 ^ ^- 2.0 SPACE 32 33 SPACE REC - VENDING 209 ^ 0.4 ^_ 38 SPACE 34 39 35 SPACE ^ ^- SPACE 36 REC - VENDING 209 37 SPACE SPACE ^ ^- SPACE 38 39 SPACE ^ •- SPACE 40 ^- 41 SPACE ^ SPACE 42 REMARKS: SEE LOAD SUMMARY FOR DEMAND CONNECTED LOAD: 7.3 KVA 20 AMPS DEMAND LOAD: KVA AMPS PANEL SCHEDULE NUMBER L2A1 LOCATION: SECOND FLOOR SERVING: RECEPTACLES, EQUIPMENT 208Y/120 VOLTS 3 PHASE 4 WIRE 225 AMP with MAIN LUGS CKT. NO. LOAD DESCRIPTION KVA KVA LOAD DESCRIPTION CKT. N0. 1 REC - OFFICE 205, CORRIDOR 1.2 1.2 REC - OFFICE 208 2 3 REC - OFFICE 205 1.2 1.0 REC - OFFICE 208, CONF 210 4 5 REC - OFICES 206, 207 1.2 1.4 REC - OFFICES 220, 221 6 7 SPARE SPARE 8 9 SPARE 10 11 SPARE 1.2 COUNTER REC - CONF, REST RMS 12 13 SPARE 2.5 DED RACK REC - SERVER ROOM 14 15 SPARE 16 17 SPARE SPARE 18 19 SPARE I K • kI 2.0 DED RACK REC - SERVER ROOM 20 21 SPARE 2.0 DED RACK REC - SERVER ROOM 22 23 SPARE 2.0 DED RACK REC - SERVER ROOM 24 25 SPARE 2.0 DED RACK REC - SERVER ROOM 26 27 SPARE 2.0 DED RACK REC - SERVER ROOM 28 29 SPARE 2.0 DED RACK REC - SERVER ROOM 30 31 SPARE 2.0 DED RACK REC - SERVER ROOM 32 33 SPARE 2.0 DED RACK REC - SERVER ROOM 34 35 REC - VENDING 209 0.5 2.0 DED RACK REC - SERVER ROOM 36 37 REC - VENDING 209 0.5 0.4 EF -8, EF -9 38 39 REC - VENDING 209 0.5 SPARE 40 41 REC - VENDING 209 0.5 SPACE 42 REMARKS: * PROVIDE NEW CIRCUIT BREAKER CONNECTED LOAD: 31.3 KVA 87 AMPS DEMAND LOAD: KVA AMPS LOAD SUMMARY (PER NEC 220 CATEGORIES) PANEL L1A1 DESCRIPTION CONNECTED LOAD -kVA DEMAND FACTOR DEMAND LOAD kVA AMPS LIGHTING RECEPTACLES - RECEPTACLES - MOTORS LARGEST MOTOR HEATING COOLING MISCELLANEOUS TOTAL SPECIFIC USE GENERAL USE ** LOAD 0.0 25.1 39.4 0.7 0.0 0.0 0.0 4.5 69.7 *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA * *DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT 1.25 1.00 1.00 1.25 1.00 1.00 1.00 0.0 25.1 24.7 0.7 0.0 0.0 0.0 4.5 0 70 69 2 0 0 0 13 55.0 153 O 208Y/120V 3PH, 4W LOAD SUMMARY (PER NEC 220 CATEGORIES) PANEL L1B1 DESCRIPTION CONNECTED LOAD -kVA DEMAND FACTOR DEMAND LOAD kVA AMPS UGHTING RECEPTACLES - RECEPTACLES - MOTORS LARGEST MOTOR HEATING COOUNG MISCELLANEOUS TOTAL SPECIFIC USE GENERAL USE ** LOAD 0.0 4.0 28.2 1.6 0.0 0.0 0.0 4.5 38.3 *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA * *DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT 1.25 1.00 1.00 1.25 1.00 1.00 1.00 0.0 4.0 19.1 1.6 0.0 0.0 0.0 4.5 0 11 53 4 0 0 0 13 29.2 81 O 208Y/120V 3PH, 4W C IVE SEP 08 2011 1 CENTE F` SEPARATE PERMIT AND APPROVAL REQUIRED PRECISION ELECTRIC GROUP �_. INC -i 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 E ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425- 402 -9400 Fax: 425 -402 -9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: PANEL SCHEDULES, LOAD SUIV1 ARIES Designed By: Drawn By: Project No: Date: MSC CJP 11103 09/06/11 Sheet Number: E0.1 Al CONFEi�ENCE B1 B1 -15 0 -15 B1 -13®d B1 -13 ®I WP 81 -41 11 I I -17,19 11 1 I !1 11 ll 11 11 I I I I I I I I I I r_ IF r -- 1 1 L r-- - -1 J.- 9F OHO 8�1- 32,341 I =_� $i- 1 11 11 11 I I 11 11 B1 2 BREAK 0 e e B1 -6 B1 -4 LJB1 -8-81 1-$. 11 11 I 1 LL - -- rr I I I I I I rx II I I 11 I1 l 1, R B1- 32,34 ==.-==_====- (J� Al -33 L 1 -J —1 I I 11 11 LL 11 B1-36,38 11 • 11 11 I! 1 1 J I ! 1 I I ! I OPEN OFFICE 1 81 -9 Q OFFICE 81-13 111 1181 -5,7 II 11 1 1 1 1 1 1 1 1 E___' ±___� B1 -130 10 B1 -13 OFFICE 118 a / B1 -13 p81 -111 1 1 I I 1 1 1 1= == MEET'G 120 OFFICE 119 pB 11 81 -11 y rr B2-20 B2-42 B2 -2 it 11 r (+ T B1 -40,42 n ii ®0 B1-25,27 I 11 II; I r °- .___...iJ ILL ____.. - --1 i OPEN OFFICE i 1 I rn rr_- ....___J. I I ___ 71 1 IT- 11 11 I 11 II 1 11 B1 --4 A �.J 'ter B1 -41 Y\ 0 0 0 0 II 11 II 11 II 1I 11 I I !1 LL_ -1 I I I f 1 IT- -n 11 II I I I 1® - B1 -9 OFFICE 120 ELEV. CONTRL 111 (E) STAIR 148 r -- 11 11 11 _ =__ =__= 11 11 11 OW Bt1 -29 L_ _J 150 A1-12 OFFICE 126 01 A1-12 OFFICE . 123 Al -11 Al -10 OFFICE 121 Al 14e Al -11 Al -11 OFFICE 124 Al -11 A1-15 E_= =it= = =� Al -33 OFFICE 125 01 A1-15 Al -27 Al -27 FFICE 110 Al -27 I I II 11 LL== = = = = = ==Ai Al -25 A1-25 01 OFFICE 10e A1 -25 IST FLOOR LOBBY 101 0 0 0 Al -25 OFFICE 108 Al -25 Al -296 ito Al -29 OFFICE 111 A2 -3 A2-1I COFFEE BAR K4 A 105 RECEPT/ 102 (oho) A2 -1 1 -33 A1-29 ®j STOR 104 1 -5,7 I I ! I I I I I 1 I E___ii= = =� OPEN OFFICE • 1 -1,3 1 1 1 1 1 1 1 1 1 'E=:== 1:t7-7== 131 Al -3 MAIL ROOM 103 A1-31 FEW A1-31 CONFERENCE 145 Al -33 Al 15 IA1 -15 OFFICE 128 A1-15 la b===±1=== A1-13 OFFICE 12e Al -11 Al 11 A1-13 FW A1-13 CONF. 132 Al -11 Al -11 (E) l-1 LL Al -9 L L1A1 NL L1A2 LCP Al- OFFICE 130 MAIN SWBD MDP C/T C41 ) ELEC 133 PNL (E) JAN 134 A CI A1-17 OFFICE 112 Al -17 (5%) 11 11 I I n- 11 I I I I it I I I I STORAGE 141 1 1 1 1 J A1- 19,21,23 -J J 6 A1-31 1 -31 TF I I I I r JJ II 11 11 i1 11 J OPEN OFF l I I 614 A1- 20,22,24 A1-31 A1-31 0 1 0 LEVEL 1 POWER /COMMUNICATIONS FLOOR PLAN SCALE: 1 /8" = 1' -0" 0 NORTH 0 I TI it I! I I I I II JJ L - -- _11 11 11 11 143 rr 11 1 11 1! I 11 II II 1! I I I I I ! Al -17 OFFICE 140 A1-17 L I I -u 1, II 11 I 11 11 IF = = == = = == I I I I JJ 111 11 11 11 11 11 !1 11 0 0 r 11 _xJ ii I j i _ -___ I I II L A1=9- * (E) SPRINKLER 136 0 (E) TROOM 138 (E) STAIR 146 A2 -2 A2 -2 STORAGE 13e rP 11 11 11 11 11 1 1 11 1. 1 A2 -411_ I I A2 -2 OFFICE 144 A2 -2 A2 -2 2 GENERAL NOTES 1. CONNECT ALL EQUIPMENT AND DEVICES ON THIS SHEET TO PANELS "L1A1, L1A2, L1B1 OR L1B2" UNLESS OTHERWISE NOTED. 171 H•- 3og SEP 08 2011 PFRMfT 'E SEPARATE PERMIT AND APPROVAL REQUIRED PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 CIF ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425- 402 -9400 Fax: 425 -402 -9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL ONE POWER /COMM. FLOOR PLAN Designed By: Drawn By: Project No: Date: MSC CJP 11103 09/06/11 Sheet Number: E1.1 FUTURE WINDOW FUTURE WINDOW - A1-7 A1-7 IT SERVER 2l ttuttft M FUTURE WINDOW — FUTURE FUTURE OPEN OFFICE PANEL L2A1 PANEL HM2 h FUTURE OPEN OFFICE A e§ A1-3 A1-3 OFFICE OFFICE OFF IC (E) WOMEN'S (E) MEN'S I® A1-35 OFFICE (E) EQUIP CA1 -12 A1-37 VENDING CONFERENCE OFFICE OFFICE OFFICE A1-4 Al -4 NEW GUARD RAIL 2ND FLOOR LOBBY NORTH LEVEL 2 POWER /COMMUNICATIONS FLOOR PLAN SCALE: 1/8" = 1 ' —0" GENERAL NOTES 1. CONNECT ALL EQUIPMENT AND DEVICES ON THIS SHEET TO PANEL "L2A1" UNLESS OTHERWISE NOTED ("Al " REPRESENTS PANEL L2A1). FLAG NOTES VERIFY EXACT RECEPTACLE AND EQUIPMENT RACK LOCATION REQUIREMENTS IN SERVER ROOM WITH OWNER PRIOR TO ELECTRICAL ROUGH IN. SEP 0 8 2011 FW44 T , \vE SEPARATE PERMIT AND APPROVAL REQUIRED PRECISION ELECTRIC GROUP —..,,- INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 CASE ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425- 402 -9400 Fax: 425 -402 -9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL TWO POWER /COMM. FLOOR PLAN Designed By: MSC Drawn By: CJP Project No: 1 1103 Date: 09/06/11 Sheet Number: E1.2 (A1 (B� (H1 L (M1 (N� \1 / \L / . 1 rE) SPRINKEER- —_r IF MIMI 1 • 11 � 111111=1111111 _711111111111M 31111111=1111:_ 111.11111111111L a 8 :0 BD X1 BX 3 Fr 8 BD 1_ == E L ,I-b__ 111 I 1 1 = == 1 II I® I 13 1 I I 1 1 E ==_A E__= i = = =d 8X 18 3 91 X1 ®3 F 1 1 r -- I II 3k 11 OPtN OFFICE 11 1 1 1 1 1 1 3 1 11 1 1 11 1 1 II = = =d 116 b===a===d I ® I 3 I I I I E===1±.=== 8D @m BOX 3m 3m 8 8 3 3 X Ai, 3 B 3 SLV3 — —( E) RESTROOM 131 iE) RESTROOM DX OD 3 3 X 1 J ®1 3 r B •FF CE fE) ELEd ♦--� 13 Ai -9 1 1 r 1 I I I I I I LL_y 1 I 11 I J 150 BX 9 n 11111 E LCP R3 AMU " I' ,� , () I I1 I1. B" 8 LI 1 -rI 11 11 11 11 11 11 41 8 r— 1 5 1 I I I 1 1 = = =l all X1 ex 1,15 STAIR 8 1 rr I I LL ®DX 9 9OD X14 (6) 1 ll 1 II I I I I I I I I I I r 11 11 11 11 I I I I II LL 1 == 1=-- 'F=-$ r 11 11 11 JJ 1 ----- -1r = -8 _-_= II 5 TF D D 11 H1A-1 VtAI 11 II LCP -R1 1J' 1 B F = == 1 1 1 1 1 r 1 8 1_ 8 Jk 8 -t r I I I I I I I I J 1b L - -1i OPEN OFFICE L —Yr 1 11 11 II 11 11 BX pit #0 i j fel1a BD I I I L__la I 1130 I I JJ rr LL 10 I 1 - -- 80 - -- ® lb [1 b BD rr ® II II a II 1 J —t 4 M 9T 11 II 111 II II 8 I BX II r- - - --� I - - - -� r g 5 I 5 5 1 I L - J L 7 — II II 1 II 1 I 4 II II�� I1 8)k 11 �W I 1 I�'1 1 = 5 I jJ 5 1 1 1 1 1 L J I th X1 1 J OPEN 0 - --n 9 143 T I I II 11 41 I I 11 II J! 1b C�• FzE =AR it 1 DO - LOBBY ECEPT/ MAIL RM I I]J5 —. — — 1 11 1 L BD L5d - - -- I I BX 5 5f - -1- 5 e LI 5 [15 —1 — 5 J ®e _A - -rt__ L 8D 5e BD fel 11 11 Sd y H 1 A -9,11 (CKT 9 VIA LCP -R4) ®c KD a _- 0 0 110 ..110 , _ .110 ' 11a. 11a DD ❑ 1 0 LEVEL 1 LIGHTING FLOOR PLAN SCALE: 1 /8" = 1 ' --0" NORTH GENERAL NOTES 1. CIRCUIT NUMBERS SHOWN REFER TO PANEL H1A UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY UGHTING CIRCUITS SHALL BE CIRCUITED VIA EMERGENCY LIGHTING CONTROL RELAY UNLESS OTHERWISE NOTED. SEE UGHTING CONTROL PANEL SCHED ULE. J 135 P k 3 (A, 21 4 / Ci4RETIlillE01%1A SEP 2 pa. PER wpfkONIA- PRECISION ELECTRIC GROUP 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425-823-8600 Fax: 425-823-8655 Cr ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 CITY REVIEW 9/28/11 Rev. #: Revision: Date: Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL ONE LIGHTING FLOOR PLAN Designed By: MSC Drawn By: CJP Project No: 11103 Date: 09/06/11 Sheet Number E2.1 C3} CEO EG) L L 12 L IYYYYYYYYYYY� FUTURE OPEN OFFICE 218 L 2 1�I x1 2 BX (E) EQUIF 215 2 2 ra ri I.Ypl1 I,N �I- u(u ' 8 MEN'S SNWR 273 LX WOPf1ENIS 51-1WR SLV 010$ I)1@ 8®E (E) WOMEN'S 6 6 L. IT SERVER 219 G A OFFICE 1- 220 8 rt 8 FUTURE OPEN OFFICE 222 L 4 __„X1 4 u� 8b1 I 8 ati �% 1 ss 6 B� 6 +- __- + ON ERENCE 210 • _ r o� 8b 8b 0 8 b - - .. -0 BX 6 NflftsiG 209 G s3 [ B �•: 6 4 4 LX 1 STOR 201 1 L 8 H1A -2,4 V LCP —R5,R6 SOS BX 7 A A 8 .0 -A 8 A a 8 6 6 A �(1 8 DX 8 D (E) RR 202 61 MX. LV13 O6 H1A VIA NORTH LEVEL 2 LIGHTING FLOOR PLAN SCALE: 1 /8" = 1' -0" BX 8 , (Cl P R7 GENERAL NOTES 1. CIRCUIT NUMBERS SHOWN REFER TO PANEL H1A UNLESS OTHERWISE NOTED. -3og SEP 08 2011 ENTE A 4 tn. AND BEAU ED PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 (i■ CASE iv ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425 -402 -9400 Fax: 425 -402 -9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL TWO LIGHTING PLAN FLOOR PLAN Designed By: MSC Drawn By: CJP Project No: 11103 Date: 09/06/11 Sheet Number: E2.2 9 9 • MDP-20,22,24 2"C— 3#250 KCMIL AL & 1#4 AL GND P 200A/ 175AF B a -7 CONFE ENCE EMI L 1-1 #10 r--- 29 r 11 11 29 11 1 _0 #10 L H181-29 rn -1-0 H H • H --====,==± F- L r 37,39,41 E ( F H J OAC-1 r ° 1 r• 1 w 14 -J IIT =========ii 11 —37,9,4131 _J rr 11: ========= 1 F 11 11 H 11 I 1 1 1 11 I 1 I I 11 1 1 I I I 1 1 1 1 1 1 I 1 I E=..:...7= E===±E=== 1 1 1 1 1 OPEN OFFICE 1 E===i,L=7_-.=d 1 [ i 1 r , 1 1 1 1 1 1 I 1 i 1 1 1 1 1 1 1 1 == it===d MEET'G 4 ==d 16 1 31.33,35 FZ 1 1 1 1 1 1 1 = = = = F = ==m 11 11 _u IT r 1 I II L9t===7:-...J:=== BREAK 115 _ A / N N) ' V \G' -,' #6 13 0 WOMEN'S 113 nT 1 r 1 MEN'S 112 OPEN OFFICE 114 rr .11 H1B=314,35 r 11 11 JJ J 11"C 4#6 & 41? GND ;stv ELEV. CONTRL OFFICE 120 (E) STAIR 148 11 11 1111 1 11 1 1 11 u L 17 #8 OFFICE 126 • IEEE FICE 150 #8, 17 r EF-6 OFFICE 121 149 OFFICE 124 NIA-2(4,22,24 1 1 1 1 1 1 b===ii=== OFFICE 125 OFFICE I fie 1 OFFICE 109 '7777.,,,V7,7.7777 1ST FLOOR LOBBY 101 OFFICE 108 141 25,27,29 ILIA 118 = 1 1 1 1 1 1 1 1 E===ti=== OPEN OFFICE u—i—iol 131 H1A-25,27,29 #8 :A to- #10 OFFICE 128 E===±=.7_-= OFFICE 129 11 1 1 1 1 1 1 1 1 1 OFFICE 130 CONF. 132 (E) E EC 133 1-11A (E) JAN/F • 134 A H1A-13 #10 OFFICE 112 rp====r.-- / •1I 25 27 29 if rr 11 11 CONFERENCE 145 NORTH LEVEL 1 MECHANICAL CONNECTIONS FLOOR PLAN SCALE: 1 /8" = _J #8 STOR r 1 L__ r L__ 11 1 1 1 11 Tr1-r - 1, 11 11 11 u 1u 1 OPEN OFF CE 143 u4-0 11 11 1 1 1 1 1 1 11 1 1 • 11 1 Lt --77-1-44 19,21,23 ---------nH1A-19121,23 11 OFFICE 140 fF 1 11 L 141 = = = = = = = = = 11 L1A2-6 (E) I-1A L 135 r (E) SPRINKtFi 136 (E) tTROOM ■11111011011111111111 r- STORAGE 13e -0 11 11 Lt=====- ===:u H1A-15 11 111 11' 11 111 111 OFFICE 144 ( 2 FLAG NOTES FAN CONTROLLED BY BUILDING AUTOMATION SYSTEM. COORDINATE WITH CONTROLS CONTRACTOR. FAN CONTROLLED BY THERMOSTAT. COORDINATE WITH CONTROLS CONTRACTOR. MAINTAIN CIRCUIT TO EXISTING EXHAUST FAN—VERIFY LOCATION. DOWN TO RECEPTACLE CIRCUIT L1A2-1. REEVED SEP 08 2011 ERMIT(;E:NTER SEPARATE PERMIT AND APPROVAL REQUIRED PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425-823-8600 Fax: 425-823-8655 (IV ENGINEERING Consulting Electrical Engineers CASE 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL ONE MECHANICAL CONNECTIONS FLOOR PLAN Designed By: Drawn By: Project No: Date: MSC CJP 11103 09/06/11 Sheet Number: E3.1 „ .5, . ••• r L_ _J 8 FTU-2-01 #10 , •. CFp FUTURE OPEN OFF ICE 215 FTU-2-04 1 (E) EQUIP 215 IJ WOMEN SI-UR 214 IT SERVER 219 FTU –2-14 2 20 KJJ HM2-20,22,2 N OFF ICE 221 1 1 FTU-2-06 #10 JEN1D INCA 2oe F FUTURE OPEN OFF ICE 222 PANEL 12A1 PANEL HM2 11 11 11 11 OFFICE 205 F 1 FTU-2-09 OFFICE 205 • CM • .• , STOR 201 HM2-1,3,5 OFF ICE 201 u OFF ICE 206 NORTH LEVEL 2 MECHANICAL CONNECTIONS FLOOR PLAN SCALE: 1 /8" = 1 '-0" OFF ICE 205 F111-2-08 FLAG NOTES FAN CONTROLLED BY BUILDING AUTOMATION SYSTEM. COORDINATE WITH CONTROLS CONTRACTOR. MAINTAIN CIRCUIT TO EXISTING EXHAUST FAN—VERIFY LOCATION. 3 o .1. • ■•• ••• • • F.:I A SEP 08 2011 r'FRROT PRjik PERMIT AND APPROVAL REQUIRED PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425-823-8600 Fax: 425-823-8655 Ali,. CASE iv ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL TWO MECHANICAL CONNECTIONS FLOOR PLAN Designed By: MSC Drawn By: CJP Project No: 11103 Date: 09/06/11 S eet Number: .4„ E3.2 O CHI C_J) 1T SERVER , FUTURE OPEN OFFICE LX ' T11'9 SHUJR SHU-g H1A -2,4 VIA LCP -R5,R6 Sos FUTURE OPEN OFFICE .6 7.1 3.3 4.6 0.0 3.0 3.7 1.9 2.4 1.3 1.6 1.1 1.3 LL� 1.5 2 1,5 2.1 ?.0 3.0 2.7 4.4 X1 3.3 [:.] 9 2 (E) EQUIP Di- Di • 8 8 OFFICE 8 B._ - - ENLD -f-Ne- i Cr-ONFERENCE { 8b _ 8b - 8b ---L-- ��. F� /I F-�/ P/I ! C A fi A �--� A � i + - -� tab $ . { \ c t- c t c 0 0r o ab I r 1 S S , - i i i 1 --i � S3 i .___,„ SOS .B i.9 i.3 i.2 B i.7 t3.o S.1 bX4 '7.8 b.8 "1.8 L.3 i.1 g i.6 X2.7 '4.8 13)3 '7.8 '5.2 S.g ,i.7 i.1 i.1 B i.8 '3.0 '5.1 ® ® _ 6- _•: _.= ® _.- 6 .l X5.0 i.l 7.4 S.4 X3.2 p i.8 i.2 i.0 *1.5 X2.4 X9.6 6 6 2ND FLOOR LOBBY ` LEVEL 2 EMERGENCY EGRESS LIGHTING CALCULATION "� SCALE: 1/8" = 1' -0" Calculation Summary Label EMERGENCY EGRESS PATH CalcType I Units I Avg Fc 4.13 Illuminance Max Min Avg /Min 122 0.5 8.26 Max/Min 24.40 11 SEP 0 8 2011 PRECISION ELECTRIC GROUP ��..� INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 E ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425- 402 -9400 Fax: 425 -402 -9402 Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL TWO EMERGENCY EGRESS LIGHTING CALCULATION Designed By: MSC Drawn By: CJP Project No: 11103 Date: 09/06/11 Sheet Number: LE1.2 II Q H8 2 AI 2 �i5 .3 +0.19 +2,1 (E) SPRINKLER -A b -- .5 +2,5� +2.5 1�4 *1 N0.8 1). H1A -3,7101gLik OF, LC' iA 2 NT (E) STAIR WQ 1EN'S , MEN'S - .7 112. I n + II + 1.11 = = OF-ICE . 1 ! � 12.4. + 7 7 I � + 6'. • 7 7 7 7 7 — 7- - - -- - +1 .8 .OFF _CE - - - - -- � - f ! � OF IG= •' IC + 7• 7 (; 7 Kam 7 7 • 7 1. 3 - -- 1.9 X1 Xi 0.8 1.V \ +1,8 1.o +0.6 +0.9 OFFICE STAIR 1 4+0. � '_ ,0 +1,7 + ,x- _ 7T 13 ii ii 11 n 11 OFFICE I I II II I I 1. I I OFF 11 CE A . 4 . 0 m2 MAIL RM ❑ a a a a Calculation Summary Label a LEVEL 1 EMERGENCY EGRESS LIGHT LEVEL' SCALE: 1/8" = 1' -0" Object Planar CalcType Units Avg Max Min Illuminance Fc 1.48 3.2 0.2 Avg /Min 7.40 Max/Min 16.00 a ❑ E) RESTROOM E) RESTROOM /IPLI }NCE -VED DEC 16 2011 City of Tukwila BUILDING DIVISION RECEIVE•,Q w CITY OF TUMPIIILA Spp 2 6 2Q11 PERMIT CENTER PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 CASE v, ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425 -402 -9400 Fax: 425 -402 -9402 / ' \ CITY REVIEW Rev. #: Revision: 9/28/11 Date: Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL ONE EMERGENCY EGRESS LIGHTING CALCULATION Designed By: MSC Drawn By: CJP Project No: 11103 Date: 09/06/11 Sheet Number: LE2.1 11 I pi OF-ICE . 1 ! � 12.4. + 7 7 I � + 6'. • 7 7 7 7 7 — 7- - - -- - +1 .8 .OFF _CE - - - - -- � - f ! � OF IG= •' IC + 7• 7 (; 7 Kam 7 7 • 7 1. 3 - -- 1.9 X1 Xi 0.8 1.V \ +1,8 1.o +0.6 +0.9 OFFICE STAIR 1 4+0. � '_ ,0 +1,7 + ,x- _ 7T 13 ii ii 11 n 11 OFFICE I I II II I I 1. I I OFF 11 CE A . 4 . 0 m2 MAIL RM ❑ a a a a Calculation Summary Label a LEVEL 1 EMERGENCY EGRESS LIGHT LEVEL' SCALE: 1/8" = 1' -0" Object Planar CalcType Units Avg Max Min Illuminance Fc 1.48 3.2 0.2 Avg /Min 7.40 Max/Min 16.00 a ❑ E) RESTROOM E) RESTROOM /IPLI }NCE -VED DEC 16 2011 City of Tukwila BUILDING DIVISION RECEIVE•,Q w CITY OF TUMPIIILA Spp 2 6 2Q11 PERMIT CENTER PRECISION ELECTRIC GROUP INC 13609 NE 126th Place, Suite 100 Kirkland, WA 98034 Phone: 425- 823 -8600 Fax: 425- 823 -8655 CASE v, ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425 -402 -9400 Fax: 425 -402 -9402 / ' \ CITY REVIEW Rev. #: Revision: 9/28/11 Date: Project Title: Tenant Improvements for: PSF 13001 48th Ave South Tukwila, WA 98168 Sheet Title: LEVEL ONE EMERGENCY EGRESS LIGHTING CALCULATION Designed By: MSC Drawn By: CJP Project No: 11103 Date: 09/06/11 Sheet Number: LE2.1