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HomeMy WebLinkAboutPermit D10-338 - NORTHWEST SOUVENIRS - TENANT IMPROVEMENTNW SOUVENIRS 1071 ANDOVER PK E D10 -338 City oilkukwila 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.tulcwila.wa.us Parcel No.: 2623049106 Address: 1071 ANDOVER PK E TUKW Suite No: Project Name: NW SOUVENIRS DEVELOPMENT PERMIT Permit Number: D 10 -338 Issue Date: 12/27/2010 Permit Expires On: 06/25/2011 Owner: Name: PROLOGIS TLF ANDOVER LLC Address: 2235 FARADAY AVE #0 , CARLSBAD CA 92008 Contact Person: Name: KATHY CRAFT Address: 2505 3 AV - STE 324 , SEATTLE WA 98121 Contractor: Name: POE CONSTRUCTION Address: PO BOX 1838 , AUBURN WA 98071 -1838 Contractor License No: POECOI *247QZ Phone: 206 - 720 -7001 Phone: 253 833 -2400 Expiration Date: 05/01/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT CONSISTING OF: CONSTRCUTION OF NEW WALL TO SEPARATE EXISTING WAREHOUSE & OFFICE SPACE. REMOVAL AND REPLACEMENT OF EXISTING ACOUSTICAL CEILING, AND NEW FINISHES THROUGHOUT OFFICE. Value of Construction: $55,000.00 Fees Collected: $1,669.19 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: III-B Occupancy per IBC: 0024 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -338 Printed: 12 -27 -2010 Permit Center Authorized Signature: 0 • Date: 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: Print Name: Date: / ?%z % / /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 m responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 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). doc: IBC -7/10 D10 -338 Printed: 12 -27 -2010 13: VALIDITY OF PERMIT: The issuance or ing of a permit shall not be construed to be rmit for, or an approval of, any violation of any of the provisions of the g code or of any other ordinances of the f 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 an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire 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 doc: IBC -7/10 D10 -338 Printed: 12 -27 -2010 provided from storage batteries, unit equip t or on -site generator. (IFC 1006.1, 1006.2, 1 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: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: 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) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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). 33: 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) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: 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) 38: 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. 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc IBC -7/10 D10 -338 Printed: 12 -27 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 tittp://www.ci.tukwila.wa.us Building Permit No. to-3e Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 1071 Andover Park East Tenant Name: NW Souvenirs King Co Assessor's Tax No.: 2623049106 Suite Number: Floor: New Tenant: m Yes ❑..No Property Owners Name: ProLogis Mailing Address: 47775 Fremont Boulevard, Fremont, California 94538 City State Zip CONTACT PERSON — who do e con en you permit is ready to be issued Name: Kathy Craft Mailing Address: 2505 3rd Ave. Suite 324 Day Telephone: (206) 720 -7001 Seattle WA 98121 E -Mail Address: kathy@craftarchitects.com City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Poe Construction Mailing Address: 1519 W Valley Hwy N # 103 Contact Person: Jamie Ness Auburn, WA 98001 E -Mail Address: Jamie @poeconstruction.com Contractor Registration Number: City State Zip Day Telephone: (253) 833 -2400 Fax Number: Expiration Date: ARCHITECT OF RECORD -- All plans must be stamped by Architect of Record Company Name: Craft Architects Mailing Address: 2505 3rd Ave. Suite 324 Contact Person: Kathy Craft E -Mail Address: kathy @craftarchitects.com Seattle WA City State Day Telephone: (206) 720 -7001 98121 Zip Fax Number: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip 1I. \ Applications \Forms-Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised' 7 -2010 hh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 555, ODD Existing Building Valuation: $ 2,893,000.00 Scope of Work (please provide detailed information): TENANT IMPROVEMENT CONSISTING OF: CONSTRUCTION OF NEW WALL TO SEPARATE EXISTING WAREHOUSE & OFFICE SPACE. REMOVAL AND REPLACEMENT OF EXISTING ACOUSTICAL CEILING, AND NEW FINISHES THROUGHOUT OFFICE. Will there be new rack storage? ❑ Yes D.. No If yes, a separate permit and plan submittal will be required. P ovide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Z Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ej No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H. \ Applications \Forms-Applications On Line \201(1 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I tFloor 5,028 1,909 0 IIIB B /S1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Z Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ej No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H. \ Applications \Forms-Applications On Line \201(1 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 2 of 6 • • • PERMIT APPLICATION NOTES — Applicable to all. permits in this Application.. • Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE OR AU HO ZED AGENT: Signature: OWNE t//I-5 Print Name: L } ("-) 1 Mailing Address: IDate Application Accepted: t —q-1 �1 Date: Iz i/o Day Telephone: %1. • City Date Application Expires: (of -9 -t( H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application doc Revised, 7 -2010 bh State Zip Staff Initials: 114. Page 6 of 6 Parcel No.: Address: Suite No: Applicant: 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 2623049106 1071 ANDOVER PK E TUKW NW SOUVENIRS RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -338 ISSUED 12/09/2010 12/27/2010 Receipt No.: R10 -02587 Initials: User ID: JEM 1165 Payment Amount: $63.00 Payment Date: 12/30/2010 11:20 AM Balance: $0.00 Payee: JAMON NESS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. FINANCE ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 12 -30 -2010 • 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 Parcel No.: 2623049106 Address: 1071 ANDOVER PK E TUKW Suite No: Applicant: NW SOUVENIRS RECEIPT Permit Number: D10-338 Status: APPROVED Applied Date: 12/09/2010 Issue Date: Receipt No.: R10 -02562 Payment Amount: $1,013.40 Initials: WER Payment Date: 12/27/2010 03:13 PM User ID: 1655 Balance: $0.00 Payee: POE CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 097804 1,013.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,013.40 1,008.90 4.50 doc: Receipt -06 Printed: 12 -27 -2010 • • 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 Parcel No.: 2623049106 Address: 1071 ANDOVER PK E TUKW Suite No: Applicant: NW SOUVENIRS RECEIPT Permit Number: D10 -338 Status: PENDING Applied Date: 12/09/2010 Issue Date: Receipt No.: R10 -02470 Initials: User ID: WER 1655 Payment Amount: $655.79 Payment Date: 12/09/2010 02:04 PM Balance: $1,013.40 Payee: CRAFT ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4707 655.79 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 655.79 Total: $655.79 doc: Receiot -06 Printed: 12 -09 -2010 • • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g— 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 to -33i' Project: 1 7 t , 50 c!Uc'-rn, /L- Type o Inspection: 1 , IUfir -1.. J U i L 4l t/ Address: . IDi1 11 /d0 Date Called: Specill.Instructions: 041054-01 i,u AAA Date Wanted: a m � r( p.m. Requester: Phone No: ? 6 --c -S- o2 &S Approved per applicable codes. Corrections required prior to approval. ." COMMENTS: �'1 ( l' ;i) .. ']I.O t f p{).pf • Insp tor: ...- Le., � Dat � 4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .-. Ate'+ d' 4'1k :9^PV'q 7r'.Vr,.r }...732w..e�r- :.MUT:."z . . ��tEQ •.::.'. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Di� 3 ;A PERMIT NO. e. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: W_ Cr.)&twAi_tas Type of Inspection: conew4.0_,,,o.." L-Zet 144 il%.,5 Address: 101 I A14) 00/4 it P fi t Date Called:- Special Instructions: Date Wanted: • 4a. it 0 / i I " Requester: Phone No: Pabeg. - 'd S4 -M-6 3D Approved per applicable codes. El Corrections required prior to approval. COMMENTS: _ 21A 7 EllII SPECTION FEE REQ IRED. Prior o next inspection. fee must be d IS d at 6300 Southcenter Blvd.. Suite 00. Call to schedule reinspection. wer--7-st 1•PowseVvir.'4V rr..1)10.4- Menrrr-rnezPr-Nova:NIMCWPI INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. b!0-33 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: K1 t�.) Sd7PIE N 1Q. S Type of Ins ection: .. R.6 i=�l rt l JS0 Address: 1671 A31 _ invilZ P vi Date Calle : :. Special Instructions: - n ed: / Date Waeq eat / /0 //, .:\ p' R ` Phone No: -. 6.- 5•_"/ -Oz8 Approved. per applicable codes: `COMMENTS: Corrections required prior to approval. PECTION FEE REQ IRED. Prior to ext inspection. fee must be • at 6300 Southcenter lvd.. Suite 10. 'Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 21/0 =-,i 3 ►- PERMIT NO. . CITY.OF TUKWILA BUILDING DIVISION' . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: A,%J.Sd !//I/ 112c Type of Inspection: ..•'Z /SPFAfO 0 &E'i' '6 Address: 1 IOW_ 14-1b Z4 Pk F Date Called: Special Instructions: Date Wanted: Requester: . Phone No: 10 Approved per applicable codes. Corrections required prior to approval. 5 COMMENTS: RpfN'PECTION FEE'REQUIR D Priortop.�t inspection..feemust lie."` paid t 6300 Southcenter 'Blvd.. Suite 100. all`to schedule reinspection: • Gra1V • p. ZaaVoR .04271%. u.::: -tre9i :IV .. ar7= '.W.7Y °rte i6e+* L• INSPECTION RECORD Retain a copy with permit INtsrECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431=2451 Project: Ci=ifIN LaIre.-.S Type of Inspection: • %J.) At‘ =4...1s.-1.4t.44% I (31-14k Date Called: - Address: 1011 At-siboukaZ .. f Special Instructions: Date Wanted: 1 —ill."' 10 • • ----er. ' P.m. Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. 1- 1) • COMMENTS: R 1 SPECTION FEE REQUIRED. PO orto next inspection. fee must be p at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • , r-I67;&A.• -■••••• V. • • • .nr ••""ru rcaa•riler,amesmoox=ter 6-- .INSPECTION RECORD Retain a copy with permit , b to f3 3C INSPEC ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IP 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ,__tik.) Q41.01 IEN 1 rd._ <1 Type of Inspection: F L,.ArAYi 1 J S. Addre ;s: 1011 fr..) box ft. D ki. Date Called: Special Instructions: Date Wanted: -tfi: Requester: Phone No: , . Approved perapplicable codes. 4 Corrections required prior to approval. .' P IP COMMENTS: 4 4 ti _ Date: i+frO R PECTION F E REQU, ED. Prior to n xt inspection. fee must be p =i at 6300 Southcenter Bl�id:, Su 1ti0. ll to schedule Yeinspection. ti teaNcrOAEOZU -s INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - _ 206- 575 -4407 Project: � t =� v Type of Ins Nctio s 0 •ILi � Address: /O7 j Suite #:n PE coma Person: Cr -C+ Special Instructions: P one Nod ao6. --).ao -7190( Approved per applicable codes. nCorrections required;prior to approval. COMMENTS: AL Needs Shift Inspection: Y i Sprinklers: \-„ • Fire Alarm : Hood & Du ct: Monitor: Pre -Fire: Permits: ND�,. - Occupancy Type: )V\ - — - Inspector: s- • I Date: i i v J i t Nrs.: • r' n $80.00 REINSPECTION FEE REQUIRED. You will .receive an invoice from the City of TukwiilatIjnance Department. Call torschedule a reinspection. Word /Inspection Record Form:Doc 1/13/06 T.F.D. Form F.P. 113 <° sLFA• a�^ w;::.+. re, rw:..: xnw' t.^+•;, a%'%• ar�n' sti=:.. ua.+ii3 r.- tttrPi ;,;cF+ibY{'-Ks,:,".�."_:`S'Pn ?mrL,�frr�:C•rr. amt^ i., s�;?s�r.•#r..n;:!'�.a°�r::.,Ee, yv..= r.�r.�a•c�,,:*_ 40...- s+:�.�c ^,a.4a "!'r *�..- vXS.a..r :a+r+. --ria INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .r 1 Io- 1-- 5 -x PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 u�- Project: 40 1 /,= 's; • <1 / :, . Type of spection: Fire Alarm: Address: /o 7 , ,., Suite #: ( 6 - Contact Person: \.-)o.N. t... \cz,.\- -.cam.. -- ).0 f, Special Instructions: Phone No.: - t.,.s-3 -3'1-1 -334 ‘ Approved per applicable codes. riCorrections required prior to approval. COMMENTS: V1/;,A o k se age. fi Pe►/let ioN _ LA. OL{Q Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: w Inspector: .e c,,,, . Date: 1 7 1 li Hrs.: t .0 . • n $80.00 REINS *ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance DeP4rtment. Call to schedule a reinspection.. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER _+4," .41-190: �?lh= + =�ttst a,± -_.�..`. • INSPECTION RECORD Retain a.copy with permit n► 5.:." W'. t+ u?_ c=° aKa?-!��.3.s"..�f..'iP.Yt -tP34? .. .s�,:�rc.._]t. \Q -- tl- °.5 - a PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukinrila, Wa. 98188 - 206 -575 -4407 Project: r ; ✓5. Type of Inspection: 4p}/.,.1k /e4' rnVe v Hood & Duct: Address: 1O7I Suite #: ,4 pg ontact Person: - .. \v, �1.44;i:Nda ��„� c "- � v-.. Special Instructions: Phone No.: Vi en/ CasAd. 1- k-4., 4 nApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: -- Fire Alarm: Hood & Duct: 'fr.r'I.-e",' Cope NO 4- De.. Pre -Fire: Permits: - Occupancy Type: e P g )-✓A ; A b,i*0, V` c I A 17 .nit 5\ Vi en/ CasAd. 1- k-4., 4 1- c4-4•,i 1 p.l hPA 13 — i ,1 r',4- r- 6pymkl I, s4.,q Needs Shift - - Sprinklers: -- Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: Inspector: - t ti^r`5`t D Date: I Iv? , ,� H Hrs.: 1 1.0 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc • 1113/06 T.F.D. Form F.P. 113 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address NW Souvenirs Date 12/9/2010 1071 Andover Park East For Building Department Use FILE COPY No., Tukwila, WA 98188 Applicant Name: Katie Willis Applicant Address: 2505 Third Avenue, Suite 324, Seattle, WA 9812 Permit Applicant Phone: 206 - 720 -7001 1909.0 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive U Lighting Power Allowance (_) Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area lat Floor Office 1.00 1909.0 1909.0 1st Floor Vanity Light 2 28.0 56.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1909.0 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1st Floor 1x4 Fluorescent 21 64.0 1344.0 1st Floor Vanity Light 2 28.0 56.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1400.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual ma _also be used.Eor track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, REVIEJ �t Z +'''`fit �( rrent limiting devices or of the transformer. CODECO exempt lighting, note section and exception number, and leave Watts /Fixture blank. AVED GLC 9 2 2010 City of Tukwila BUILDING DIVI,RION NO- 338 RECEIVED DEC 09 2010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG;INT 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: ° Warehouses, storage areas or aircraft storage hangers °Other Q ualification Checklist Note: If occupancy type is "Other" and fixture Lighting Fixtures: ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not qualified, do LPA Calculations. • 1.2 tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 1.0 Cafeterias, fast food establishments', restaurants /bars5 3. LED lights. TABLE 15 -1 Unit Liahtina Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5:7.11 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants /bars5 1.3 Post office 1.1 Dormitory 1.0 Retail'0, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia", assembly spacesw 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall3:4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies3 (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) in cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -338 PROJECT NAME: NW SOUVENIRS SITE ADDRESS: 1071 ANDOVER PK E Original Plan Submittal DATE: 12 -27 -10 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: . x)49 -�O WA- Building i I ion [� Ire Prevention • Dublic Works I_1 Structural M. A)/A arming Div sion ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -28 -10 Complete 1$1 Incomplete Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Xi Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 01-25-11 Not Approved (attach comments) n 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 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -338 PROJECT NAME: NW. SOUVENIRS SITE ADDRESS: 1071 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 12 -09 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: u li ding iv sign PtA Wo ks Atovu 0 JV4 Fire Prevention Planning Division (0 Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-14-10 Complete Comments: Incomplete n Not Applicable n 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 nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 01-11-11 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PROJECT NAME: N Lt) s0uv-ov,i r,5 SITE ADDRESS: 1D-7 1 Ar ^ 1 E • PERMIT NO: 'D I.()— 33 s ORIGINAL ISSUE DATE: 0--1.17-1 .17- -i REVISION LOG REVISION NO. DATE'RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision: ro vie_ moor s-e cnk,.44 A�et &� 4 e cpct ve w.a�- u-u, v ,,ela Lavi.t, co ,- ca k.'v,ric JA, Received by: 9n, , , Z ss REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE . STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF .INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/27/10 Plan Check/Permit Number: D10 -338 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ProLogis, NW Souvenirs, Project Address: 1071 Andover Park East Contact Person: Kathy Craft Phone Number: (206) 720 -7001 Summary of Revision: Tenant requested changes: Move door separating warehouse from office space. Remove wall, relocate coffee bar casework. vEo env OF TUKWILA IDEC 27 2010 PERIM"CENffh.W Sheet Number(s): T1.1, A2.1 "Cloud" or highlight all areas of revision including da of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0--)--7---(0 H:Wpplications \Forms- Applications On Linc \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • Joanna Spencer - Re: TI @ 1071 APE From: Todd Reedy To: Joanna Spencer Date: 12/13/2010 8:07 AM Subject: Re: 11 @ 1071 APE • Page 1 of 1 Hi Joanna, Regarding the 11 @1071 APE: The only water related deficiency is the irrigation DCVA is overdue for testing. It was due for testing last June with the other assemblies at that property,however we did not receive a test report. It is a 1.5" DCVA in a plastic box behind the water meter next to the south entrance to property. Todd »> Joanna Spencer 12/10/2010 2:45 PM »> Todd, Are they current on their backflows ? Thanks, Joanna file: / /C:\Documents and Settings \joanna.TUKWILA\Local Settings \Temp\XPgrpwise \4D... 12/15/2010 kg King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Prope7 ado \J r rty Street et Ad ress tit rk i S-1-- v 1< wig- i,-% al g I S City State ZIP T- r(7 L0 c Owner's Name t„J Subdivision Name Lot # Subdiv. # t p Block # Building Name &t-5; - (if applicable) t, ( 5JO ) cG D Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 41-77 7 5 •-re Rot, F' e tr.. o nA- 1 LA 'l 4 Property Tax ID # lG Z 3 U 41 GI i 0 Party to be Billed (if different from owner) City or Sewer District T OK LA i Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 ©5— RCE ■ B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B . DS .0.5 RCE RCE DEC 0 9 2010 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative M -e h hi /!! Date /-7/1/1) Print Name of Owner /Representative ii 2 �ilu `` �� Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name POE CONSTRUCTION INC UBI No. 171004362 Phone 2538332400 Status Active Address Po Box 1838 License No. POECOI'247QZ Suite /Apt. License Type Construction Contractor City Auburn Effective Date 11/9/1976 State WA Expiration Date 5/1/2011 Zip 980711838 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTHCI905CQNORTHWAY CONSTRUCTION INC Construction Contractor General Unused 2/18/2010 2/18/2012 Active Business Owner Information Name Role Effective Date Expiration Date POE, CHARLES E President 03/01/1996 Amount PETERSON, ALAN D Secretary 04/25/2000 DTC0526D9242C0F1005/01/2010 WILLIAMS, WAYNE W Vice President 03/01/1996 FRY, KYLE R Treasurer 03/12/2003 02/18/2010 CLARK, DENNIS M Chief Operating Officer 07/09/2003 01/16/2006 REIFSCHNEIDER, CAROL M Secretary 01/01/1980 07/09/2003 WELFRINGER, SUZANNE M Treasurer 11/09/1976 07/09/2003 POE, FRED W 01/01/1980 01/01/1980 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 SAFECO INS CO OF AMERICA 5698019 05/01/2002 Until Cancelled $12,000.00 03/05/2002 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 30 CHARTER OAK FIRE INS CO DTC0526D9242C0F1005/01/2010 Until Cancelled $1,000,000.0004 /29/2010 29 CHARTER OAK FIRE INS CO DTC0526D9242C0F09 05/01/2009 05/01/2010 $1,000,000.00 04 /20/2009 28 CHARTER OAK FIRE INS DTC0526D92421ND 05/01/2007 05/01/2009 $1,000,000.0004 /21/2008 27 TRAVELERS INDEM OF CT DTC0526D92421ND 05/01/2007 05/01/2008 $1,000,000.00 04/20/2007 26 TRAVELERS INDEMNITY CO OF AMER DTC0526D92421ND 05/01/2005 05/01/2007 $1,000,000.0004 /19/2006 25 TRAVELERS INDEMNITY CO KC08400088 05/01/2005 05/01/2006 $1,000,000.00 04/07/2005 https: / /fortre ss.wa. gov /lni/bbip /Print. aspx 12/27/2010 ABBREVIATIONS V 4_ eS 1 It AB AC A/C ACP ACT ADH ADJ ADJT AF AFF AL ALT AP APPROX ARCH ASPH BD BETW BLDG BLK BLDG BM BRG BOT BSMT BUR CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO COL CONC CONSTR CONT CORR CPT CT CTR CY DBL DEPT DET DF DIA DIAG DIM DISP DN DR DWR DS DW DWG EA EB EJ EL ELEC ELEY EM EMER ENCL EP EWC EPX EQ EQPT EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FIN ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL OR AIR CONDITIONING ACOUSTICAL PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ADJUSTABLE ACCESS FLOOR ABOVE FINISH FLOOR ALUMINUM ALTERNATE ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT BOARD BETWEEN BUILDING BLOCK BUILDING BEAM BEARING BOTTOM BASEMENT BUILT UP ROOF CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING , CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN(W /0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FL FLG FLUOR FM FOC FOF FOIC F010 FOS FS FT FIG FTIC FTIO FURR FUT FUTURE - RIO FX GA GALV GB GL GLBM GEN CONTR GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH ID IG IHM IN INCL INSUL INT JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MET OR MTL MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MULL N NIC NO /# NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL P LAM PLYWD PNL PNT PR FLOOR FLASHING FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISH BY OWNER INSTALL BY CONTRACTOR FURNISH BY OWNER INSTALL BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY FIXED GAGE GALVANIZED GRAB BAR GLASS OR GLAZING GLU -LAM BEAN GENERAL CONTRACTOR GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING H EATING/VENTI LIATION/ AIR CONDITIONING HOT WATER HEATER INSIDE DIAMETER/ DIMENSION INSULATED GLAZING INSULATED HOLLOW METAL INCH INCLUDE INSULATION INTERIOR JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GYP BD MOUNTED MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTABLE PARTITION PAPER TOWEL RECEPTABLE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS RESILIENT BASE ROD & SHELF ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER REVERSE RAIN WATER RAIN WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER OR SECTION SQUARE FEET SHEATHING SIMILIAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SEALANT SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STONE /STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK THRESHOLD TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD SYMBOLS COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION �"- CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES OFFICE 102 INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME ROOM NO. ROOM FINISH GRADE EXISTING GRADE PROPERTY LINE 78 -"" NEW OR FINISHED CONTOURS Pg86FIT 9, -0" T -0" EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING. REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND /OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 6. SEPARATE PERMITS, WHEN REQUIRED AND /OR WHEN WORK ITEMS ARE DESIGN /BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT /ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN /BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. 8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 11. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 13. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 14. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. 15. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES. 16. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 18. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205. 19. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10' -0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 20. ALL WATER FIXTURES MUST COMPLY WITH WAC 51 -26 -180 WATER CONSERVATION AND /OR ANY JURISDICTION'S PERFORMANCE STANDARDS. 21. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT UNIFORM MECHANICAL CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS. 22. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS. 23. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 24. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION, 25. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 26. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION, SEPARATE PERMIT REQUIRED FOR: / t? Mechanical ErElectrical dPIumbing fle6as Piping 7 of Tukwila ENVISION REVISIONS No change" shad be made to the scope of wont ' "ithot:t prior approval of Tukr, :;:i Building Division. NOTE: Revision : Ivn require a new plan submittal and may inc*. ..le additional plan review fees J PROJECT DIRECTORY ARCHITECT /CONTACT: ARCHITECT OF RECORD: OWNER: GENERAL CONTRACTOR: VICINITY MAP N.T.S. CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, STE. 324 SEATTLE, WASHINGTON 98121 KATHRYN M. CRAFT PROLOGIS 47775 FREMONT BOULEVARD FREMONT, CALIFORNIA 94538 TBD CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: FAX: KATHERINE WILLIS (206) 720 -7001 KATIE @CRAFTARCHITECTS.COM KEN SUN (510) 661 -4027 KSUN @PROLOGIS.COM TBD PROJECT INFORMATION NW SOUVENIRS 1071 ANDOVER PARK EAST TUKWILA, WA 98188 INDEX OF DRAWINGS REVISIONS' 12/27/10 TENANT REVISIONS FELE copy Permit No.. �i 10- 330 Pint) review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: T1.1 GENERAL INFORMATION & ARCHITECTURAL SITE /EGRESS PLAN T1.2 ACCESSIBILITY GUIDELINES A2.1 OFFICE & WAREHOUSE FLOOR, RCP, POWER, & COMMUNICATION PLANS A5.1 DETAILS & INTERIOR ELEVATION A6.1 SCHEDULES, DOOR DETAILS, & WALL TYPES A10.1 PROLOGIS SPECIFICATIONS TAX PARCEL # 2623049106 LEGAL DESCRIPTION POR SE 1/4 OF SE 1/4 BEG AT SE COR SD SUBD TH N 87 -44 -08 W 949.49 FT TH N 01 -47 -29 E 185.61 FT TO TPOB TH CONTG N 01 -47 -29 E 362.16 FT TH ALG A CURVE TO RGT RAD OF 300 FT ARC DIST 90.34 FT THRU C/A OF 17 -15 -14 TO N LN OF SOUTHCENTER INDUSTRIAL PARK BEING THE N LN OF TR UNDER AUD FILE # 6034786 TH S 88 -12 -31 E ALG SD N LN OF SOUTHCENTER INDUSTRIAL PARK 474.57 FT TO W MGN OF ANDOVER PARK EAST TH SWLY ALG A CURVE TO LFT ON SD W MGN THE CENTER OF WH BEARS S 69 -09 -36 E RAD 330 FT ARC DIST 109.71 FT THRU C/A OF 19 -02 -55 TH S 01 -47 -29 W ALG SD W MGN OF ANDOVER PARK EAST 344.01 FT TO NE COR OF TR TO NORDSTROM BEST REC # 710520 0140 TH N 88 -08 -21 W ALG N LN OF SD NORDSTROM BEST TR 470 FT TO TPOB ARCHITECTURAL SITE PLAN /EGRESS PLAN YL� ,„,,,, 60' �( - ANDOVER PARK EAST CODE /ZONING INFORMATION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: ACTUAL FLOOR AREAS; NEW OFFICE (B) WAREHOUSE (S -1) TOTAL ACTUAL FLOOR AREA: OCCUPANCY LOAD: (SEC. 1004.1 TABLE 10 A) NEW OFFICE WAREHOUSE TOTAL OCCUPANCY LOAD TUC 2009 IBC TENANT IMPROVEMENT B (OFFICE) /S -1 (WAREHOUSE) IIIB FULLY SPRINKLERED 1,909 SQ FT 3,119 SQ FT 5,028 SQ FT 1,909 SQ FT / 100 3,119 SQ FT / 500 = 19 =7 5,028 SQ FT EXIT REQUIREMENTS; (SEC. 1019 TABLE 1019.1 & 1019.2) NUMBER REQ'D NUMBER PROVIDED NEW OFFICE 1 1 EXISTING WAREHOUSE 2 2 = 26 LEGEND EXIT TRAVEL DIST = 57' 9" A.. CRY Of'Nkwtla QUILDING DMSION CC W H Z W V N N W Z N CCI SOUVENIRS z REVIEWED FOR CODECOMPLIANCE AP Rr1VED DEC 2 9 2010 1 42- City of Tukwila BUILDING nilh14InN REVISION N01tL NEW ILLUMINATED EXIT SIGN W/ EMERGENCY POWER TO MEET IBC SECTION 1011 PROJECT DESCRIPTION TENANT IMPROVEMENT CONSISTING OF: CONSTRUCTION OF NEW WALL TO SEPARATE EXISTING WAREHOUSE & OFFICE SPACE. REMOVAL AND REPLACEMENT OF EXISTING ACOUSTICAL CEILING, AND NEW FINISHES THROUGHOUT OFFICE. SEP. PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, FIRE ALARM /SPRINKLER, PLUMBING PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. PLUMBING FIXTURE REO'S NOTE: PLUMBING FIXTURES ARE EXISTING, SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE FIXTURE REQUIREMENTS. ENERGY REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED ENERGY CODE REQUIREMENTS. NO WORK BEING DONE TO PERIMETER BUILDING ENVELOPE. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED LIGHTING REQUIRMENTS. bio-338 iECEIVED DEC 27 2010 P TCENTER F W CC W 0 Z a 7052 BUILDING A H CC W a 1071 ANDOVER REGISTERED ARCHITECT K'` •YN M CRAFT STATE b WASHINGTON - -7 1 PROJECT NO. 10-318.06 SHEET TITLE. TITLE SHEET DRAWN BY. KEW CHECKED BY. KCR .1;.iiali ► i _a: bMA I A N /A !::: ;.I-I UI U5IOTM The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510 - 656 -1900 Fax' 510- 661 -4033 DATES 12/09/10 SHEET' T1.1 EXITI r EXIST. WAREHOUSE 108 A5.1 3 A5.1 NEW PEN OFFICE 107 EX ST. Of CE 104 EXIST. RR 106 EXIST. RR 105 NEW CONFERENCE 117 EXIST. EPTION 100 AIT/RECE la EXIST. OFFICE OFFICE 191 103 EXIST `- ELEC. 109 NORTH x IM111111•1111111111 REFLECTED CEILING PLAN 1/8 " = V-0" 52' -0" EXIST. WAREHOUSE 108 NEW OPEN OFFICE 107 EXIST. OFFICE 104 EXIST. OFFIC 10 1 1 1 EXIST. WAIT /RECEPTION NORTH FLOOR PLAN 1/8" = 1' -0" 100 R k7 0 0 N `o 0 N b N GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL NEW OFFICE PARTITION WALLS TO BE WALL TYPE 1 , U.O.N. SEE WALL TYPES FOR DETAILS 3. REMOVE AND DISPOSE OF ALL ACP & CEILING GRID. FURNISH AND INSTALL NEW LIGHTS AS REQUIRED TO MEET REFLECTED CEILING LAYOUT AND ATTACHED PROLOGIS SPECIFICATIONS 4. REMOVE ALL ITEMS MOUNTED TO WALLS OR WINDOWS, PATCH AS REQ'D 5. REMOVE ALL SECURITY EQUIPMENT THROUGHOUT 6. SERVICE ALL 0/H DOORS AND REPAIR ALL DAMAGED PANELS, TYP. 7. CLEAN ALL GRILLS & DIFFUSERS 8. EACH ROOM SHALL HAVE SEPARATE SWITCHING BY ELECTRICAL DESIGN /BUILD TO MEET WSEC 1513 9. ALL FINISHES PER ROOM FINISH SCHEDULE AND ROOM FINISH GENERAL NOTES 10. SEE ATTACHED PROLOGIS SPECIFICATIONS FOR MORE DETAIL LEGEND: EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL DOCK -HIGH OVERHEAD DOOR WALL MOUNTED DUPLEX OUTLET I Q VOICE /DATA PORT LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ALSO ADD TACTILE EXIT SIGNAGE PER TACTILE SIGNAGE STANDARDS ON SHEET ADA1 AT EACH LOCATION THAT RECEIVES AN EXIT SIGN. NEW OR EXISTING 2X4 LAY -IN FLUORESCENT LIGHT W/ ACRYLIC LENS NEW 2x4 LAY -IN FLUORESCENT "NIGHT LIGHT" FOR EGRESS ILLUMINATION © MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1003.2.9. REVISION NO.tL D10-338 KEY NOTES: <> 1. REMOVE EXISTING WAREHOUSE LIGHTS. FURNISH AND INSTALL NEW FIXTURES, GENERAL CONTRACTOR TO MEET LIGHTING AVERAGE INTENSITY IN WAREHOUSE PER SPEC AND CODE REQUIRED EGRESS ILLUMINATION ® MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1003.2.9. TYP. REFER TO EGRESS PLAN ON T1.1 2. FURNISH AND INSTALL NEW VCT FLOORING THIS LOCATION ONLY PER ATTACHED PROLOGIS SPECIFICATIONS 3. FURNISH AND INSTALL NEW EXHAUST FAN, WALL MOUNTED VANITY LIGHT FIXTURE (OXYGEN, APOLLO, 24 ", 2- 5104 -XX), AND RESTROOM DOOR SIGNAGE. EXISTING SV FLOORING TO REMAIN 4. FURNISH AND INSTALL BASE CABINET W/ SINK, AND UNDER COUNTER WATER HEATER PER PROLOGIS SPECIFICATIONS. RE RUN ALL EXISTING HOT WATER LINES FROM NEW HOT WATER HEATER 5. REMOVE AND RELOCATE EXIST. BASE BOARD HEATER 6. INSTALL NEW BASE BOARD HEATER 7. EXTEND EXIST. PARTITION TO CEILING AND PROVIDE NEW PARTITION TO ENCLOSE ELECTRICAL ROOM. 8. NEW SWITCHING FOR ROOM 100, 107, & 102 9. NEW SWITCHING FOR WAREHOUSE LIGHTS ALTERNATE PRICING: 1 UPPER CABINETS IN NEW OPEN OFFICE REVIEWED FOR CODE COMPLIANCE ,APDDC1VED DEC 2 9 2111U City of Tukwila BUILDING niuicinM REVISIONS. 12/27/10 TENANT REVISIONS REGISTERED ARCHITECT PROJECT NO. 10-318.06 SHEET TITLE. OFFICE & WAREHOUSE FLOOR, RCP, POWER & COMMUNICATION PLANS DRAWN BY. KEW CHECKED BY, KCR i _a: i DMA/ .�pr.A T,. 7 /" I v`Vw/a7 The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 IVon e' - - DEC RECE 27 2010 ED Ph Fax' 510 - 661 510 656 -4033 1900 DATE. 12/09/10 SHEET. A2.1 ABBREVIATIONS FLG FLUOR v cE r AB AC A/C ACP ACT ADH ADJ ADJT AF AFF AL ALT AP APPROX ARCH ASPH BD BETW BLDG BLK BLDG BM BRG BOT BSMT BUR CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO COL CONC CONSTR CONT CORR CPT CT CTR CY DBL DEPT DET DF DIA DIAG DIM DISP DN DR DWR DS DW DWG EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQPT EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FIN ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL OR AIR CONDITIONING ACOUSTICAL PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ADJUSTABLE ACCESS FLOOR ABOVE FINISH FLOOR ALUMINUM ALTERNATE ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT BOARD BETWEEN BUILDING BLOCK BUILDING BEAM BEARING BOTTOM BASEMENT BUILT UP ROOF CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN(W /0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FM FOC FOF FOIC F010 FOS FS FT FTG FTIC FTIO FURR FUT FUTURE - RIO FX GA GALV GB GL GLBM GEN CONTR GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH ID IG IHM IN INCL INSUL INT JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MET OR MTL M EZZ MFR MH MIN MIR MISC MLD MRGWB MTD MULL N NIC NO /# NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL P LAM PLYWD PNL PNT PR FLOOR FLASHING FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISH BY OWNER INSTALL BY CONTRACTOR FURNISH BY OWNER INSTALL BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY FIXED GAGE GALVANIZED GRAB BAR GLASS OR GLAZING GLU -LAM BEAN GENERAL CONTRACTOR GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING /VENTI LIATI ON/ AIR CONDITIONING HOT WATER HEATER INSIDE DIAMETER/ DIMENSION INSULATED GLAZING INSULATED HOLLOW METAL INCH INCLUDE INSULATION INTERIOR JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GYP BD MOUNTED MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTABLE PARTITION PAPER TOWEL RECEPTABLE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS RESILIENT BASE ROD & SHELF ROOF DRAIN ROOF. DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER REVERSE RAIN WATER RAIN WATER LEADER SOUTH • SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER OR SECTION SQUARE FEET SHEATHING SIMILIAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SEALANT SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STONE /STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK THRESHOLD TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRLIb.. TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD SYMBOLS COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) --------- SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN INTERIOR ELEVATION(S) 2 OFFICE 102 ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME ROOM NO. ROOM FINISH GRADE EXISTING GRADE PROPERTY LINE 78 NEW OR FINISHED CONTOURS 71 PROJECT NORTHNORTH 9' -0" 7' -0" EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION GENERAL NOTES 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH 0.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND /OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 6. SEPARATE PERMITS, WHEN REQUIRED AND /OR WHEN WORK ITEMS ARE DESIGN /BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER /TENANT /ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN /BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. 8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 11. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 13. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 14. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. 15. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES. 16. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 18. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205. 19. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10' -0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 20. ALL WATER FIXTURES MUST COMPLY WITH WAC 51 -26 -180 WATER CONSERVATION AND /OR ANY JURISDICTION'S PERFORMANCE STANDARDS. 21. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT UNIFORM MECHANICAL CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS. 22. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS. 23. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 24. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION. 25. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS'. THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 26. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. REVISION: No changes shall I7 of work 11rithr` ;: i`... Tukwila NOTE: Revision and may inc udo ;') the scope oval of 's !;fin submitt? I AMR' fees. PROJECT DIRECTORY ARCHITECT /CONTACT: ARCHITECT OF RECORD: OWNER: GENERAL CONTRACTOR: VICINITY MAP N.T.S. CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, STE. 324 SEATTLE, WASHINGTON 98121 KATHRYN M. CRAFT PROLOGIS 47775 FREMONT BOULEVARD FREMONT, CALIFORNIA 94538 TBD CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: KATHERINE WILLIS (206) 720 -7001 KATIE @CRAFTARCHITECTS.COM KEN SUN (510) 661 -4027 KSUN @PROLOGIS.COM CONTACT: TBD PHONE: FAX: SEPARATE PERMIT REQUIRED FOR: Mechanical IeElectrical ['' Plumbing Gittas Piping City of Tukwila BUILDING DIVISION PROJECT INFORMATION NW SOUVENIRS 1071 ANDOVER PARK EAST TUKWILA, WA 98188 REVISIONS' Permit No b 10 Plan review approval is subject to E rr o..d , ti ions. Approval of construction document 'ot authorize the violation of any adopted cods :Ace. Receipt of approved Field Copy and condition, gad: By Date: INDEX OF DRAWINGS T1.1 GENERAL INFORMATION & ARCHITECTURAL SITE /EGRESS PLAN T1.2 ACCESSIBILITY GUIDELINES A2.1 OFFICE & WAREHOUSE FLOOR, RCP, POWER, & COMMUNICATION PLANS A5.1 DETAILS & INTERIOR ELEVATION A6.1 SCHEDULES, DOOR DETAILS, & WALL TYPES A10.1 PROLOGIS SPECIFICATIONS TAX PARCEL # 2623049106 LEGAL DESCRIPTION POR SE 1/4 OF SE 1/4 BEG AT SE COR SD SUBD TH N 87 -44 -08 W 949.49 FT TH N 01 -47 -29 E 185.61 FT TO TPOB TH CONTG N 01 -47 -29 E 362.16 FT TH ALG A CURVE TO RGT RAD OF 300 FT ARC DIST 90.34 FT THRU C/A OF 17 -15 -14 TO N LN OF SOUTHCENTER INDUSTRIAL PARK BEING THE N LN OF TR UNDER AUD FILE # 6034786 TH S 88 -12 -31 E ALG SD N LN OF SOUTHCENTER INDUSTRIAL PARK 474.57 FT TO W MGN OF ANDOVER PARK EAST TH SWLY ALG A CURVE TO LFT ON SD W MGN THE CENTER OF WH BEARS S 69 -09 -36 E RAD 330 FT ARC DIST 109.71 FT THRU C/A OF 19 -02 -55 TH S 01 -47 -29 W ALG SD W MGN OF ANDOVER PARK EAST 344.01 FT TO NE COR OF TR TO NORDSTROM BEST REC # 710520 0140 TH N 88 -08 -21 W ALG N LN OF SD NORDSTROM BEST TR 470 FT TO TPOB ARCHITECTURAL SITE PLAN /EGRESS PLAN 1" = 60' NORTH - ANDOVER PARK EAST CODE /ZONING INFORMATION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: ACTUAL FLOOR AREAS: NEW OFFICE (B) WAREHOUSE (S -1) TOTAL ACTUAL FLOOR AREA: OCCUPANCY LOAD: (SEC. 1004.1 TABLE 10 A) NEW OFFICE WAREHOUSE TOTAL OCCUPANCY LOAD TUC 2009 IBC TENANT IMPROVEMENT B (OFFICE) /S -1 (WAREHOUSE) IIIB FULLY SPRINKLERED 1,909 SQ FT 3,119 SQ FT 5,028 SQ FT 1,909 SQ FT / 100 3,119 SQ FT / 500 = 19 =7 EXIT REQUIREMENTS: (SEC. 1019 TABLE 1019.1 & 1019.2) NUMBER REQ'D NEW OFFICE EXISTING WAREHOUSE 5,028 SQ FT NUMBER PROVIDED 2 = 26 LEGEND EXIT TRAVEL DISTANCE 74' 2" TRAVEL DISTANCE 151' 10" TRAVEL DISTANCE 57' 9" City Of Tukwila BUILDING DIVISION N cc Z W D> 0 N z REVIEWED F n CODE CO PLIANG APPRifireza DEC 2 2U b L- U City o Tukwila BUILDING DIVISION NEW ILLUMINATED EXIT SIGN W/ EMERGENCY POWER TO MEET IBC SECTION 1011 PROJECT DESCRIPTION TENANT IMPROVEMENT CONSISTING OF: CONSTRUCTION OF NEW WALL TO SEPARATE EXISTING WAREHOUSE & OFFICE SPACE. REMOVAL AND REPLACEMENT OF EXISTING ACOUSTICAL CEILING, AND NEW FINISHES THROUGHOUT OFFICE. SEP. PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, FIRE ALARM /SPRINKLER, PLUMBING PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. PLUMBING FIXTURE REO'S NOTE: PLUMBING FIXTURES ARE EXISTING, SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE FIXTURE REQUIREMENTS. ENERGY REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED ENERGY CODE REQUIREMENTS. NO WORK BEING DONE TO PERIMETER BUILDING ENVELOPE. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED LIGHTING REQUIRMENThECEIVEP to338 DEC 0 9 2010 PERMIT CENTEF 1052 10 REGISTERED ARCHITECT +" .r fwi g1 KATHR STATE OF N M. CRAFT WASHINGTON PROJECT NO. 10-318.06 SHEET TITLE' TITLE SHEET DRAWN BY. KEW CHECKED BY' KCR I��I��• DMA I ANNA •�� %� ���� TM � , �I The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510 - 656 -1900 Fax' 510 - 661 -4033 DATE' 12/09/10 SHEET' T1.1 ANSI 405.5 - WHEELCHAIR PASSAGE WIDTH A. The minimum clear width for single wheelchair passage shall be 52" at a point and 36" continuously ANSI 40352 - WIDTH FOR WHEELCHAIR PASSING A. The minimum clear width for two wheelchairs to pass Is 60" ANSI 1305 - SIZE AND APPROACH A. Minimum clear floor space fora wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. leaff211LESQUIE IBC 1104 - LOCATION A. At least one accessible route shall be provided from public transportation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. ANSI 4035 - WIDTH A. The minlmum clear width of an accessible route shall be 36" except at doors. ANSI 403.52 - PASSING SPADE A. If an accessible route Is less than 60" In width, then passing spaces of at least 60 "x60" shall be provided at 200' max. spacing. ANSI 307.4 IBC 10092 1010.52 A. Accessible routes shall have 80" min. clear head room. ANSI 403.3 - SLOPE A. Running slope shall not exceed 1:20, B. Gross slope shall not exceed 1:48 PROTRI1DIN& Og.gT (REFERENCE DETAIL 4.4.1 4 4.4.2) CRAMPS ANSI 406 - SLOPE (REFERENCE DETAIL 4.7) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI 406.4 - WIDTH (REFERENCE DETAIL 4.7) A. The minlmum width of a curb ramp shall be 56 ", exclusive of Flared sides. ANSI 406.5 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7) A. If a curb ramp is located where pedestrians must walk across the ramp or where it Is not protected by handrails or guardrails, It shall have flared sldesr -the maximum slope of the flare shall be 1:10 If x Is less than 48" Then The Slope OF The FIcre Sides Shall Not Exceed 1:12 Adjoining Slope Shall Not' Exceed 1:20 Flared side Standard Curb Ramp Ad olning Slope Shall No11 Exceed r:20 I:IO Max. slope} Reap (1:12 Max. Sloe) Shall Have Detectable Warnings and contrasting color. 56" Min. ANSI 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27 " -80" above the finished floor shall protrude no more than 4" Into walks, halls, corridors, passageways, or aisles. Objects mounted with their leading edges at or below 21" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maxlmum from 27 " -80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. 4" MAX. G EAR WI D I ANY AMOUNT r Dotal l 4.4.2 GROUND AND FLOOR 5URFAGES ANSI 303 - GHAN6E5 IN LEVEL (REFERENCE DETAIL. 5.1) A. B. Changes in level up to 1/4" may be vertical and without edge treatment Changes in level between 1/4" and I/2" shall be beveled with a slope no greater than 1 =2. Detail 5.1 ANSI 502.2 - CARPET A. Carpet provided on a Floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut /uncut pile texture. Maximum Ile thickness shall be 1/2 ". Exposed edges oP carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI 502.5 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed w that the long dimension Is perpendicular to the dominant direction of travel. PARKING AND PA56ENGER LOADING ZONE ANSI 502 - PARKIN& SPACES A. Accessible parking shall be at least 96" wide. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wIde. G. Surface slope shall not exceed 1:50 In all directions (Note : no built up curb ramp may be located In an accessible parking access aisle) ANSI 502.7 - SIGNA6E A. Each accessible parking space must have Individual vertically mounted or suspended sign. Required van accessible spaces must be designated B. Characters and symbols on such signs shall be located 60" minimum above the ground. G. Signage located within an accessible route shall be located 80" min. above the walking surface. ANSI 502.6 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull -up space. If there are curbs between the access aisle and the vehicle pull -up space, then a curb ramp complying with 41 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:50 In all directions. Curb Ramp Parallel to Curb 1:12 Max. slope Detail 4.1 ANSI 406.10 - DIAGONAL CURB RAMPS 604 MT>7aGLOr.E'Tr' ANSI 604.5 - CLEAR FLOOR SPACE A. Clear floor space for water closets not in stalls shall be provided as follows: Front approach - 48" min. wide x 66" min. long Side approach - 56" min. to front of toilet x 48" min. wide Both approach - 60" min. wide x 56" min. long (Reference Detail 4.16) B. No door swings are allowed In clear floor area. 59" MIN. 12" HOLD Detail 4,16 ANSI 604.4 - HEIGHT (REFERENCE DETAIL 4.16.2) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. ANSI 604.5 - GRAB BAR5 (REFERENCE DETAILS 4.16.1, 4.162 4 4.16.5) Location of Typical Parking Access Aisle ANSI (1:12 Max. Slope) Shat Have Detectable Warnings and contrasting color. Note : If Slope Is 1:20 or less no contrasting color or texture Is required A. If diagonal curb ramps have returned curbs or other well - defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48 minlmum clear space. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI 406.11 - ISLANDS A. Any raised islands In crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long between the curb ramps In the part of the Island Intersected by the crossings. ANSI 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 4.15,5 and 4.15.6. ANSI 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, wIth the door open 90 °. 1. Clear opening shall be measured between the face of the doorand opposite stop. 2. Openings more than 24" in, depth shall provide a clear opening of 56" minimum. Exception: Doors not requiring full user passage, such as shallow closets, shall have a clear opening of 20" minimum. ANSI 404.2.5 - MANEUVERING CLEARANCES AT DOORS Provide level (1:50 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width 4 18" min. beside strike edge Front approach push side - 48" min. width 4 0" beside strike edge (12" a strike If door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 56" min. beside strike edge or - 54" min. width; 42" min. beside strike edge Hinge side approach push side - 42" min. width 4 I8" min. beside hinge edge (48" min. width If door has both a closer and a latch) G. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54" min. width If door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48" min. width if door has a closer) ANSI 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: I/2" (3/4" at exterior sliding doors). Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2. ANSI 404.2.6 - DOOR HARDWARE A. Handles, pulls, latches, locks, and other operating devices shall have a shape that Is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. I. Lever-operated mechanisms, push -type mechanisms, and U -shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable Prom both sides. 5. Hardware required for accessible door passage shall be mounted no higher than 48" above finished floor. ANSI 404.2.7.! - DOOR CLOSERS A. If a door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 70 °, the door will take at least 5 seconds to move to a point 5" from the latch, measured to the leading edge of the door. ANSI 404.2.8 - DOOR OPENING FORGE A. The maximum force for pushing or pulling open a door shall be as follows: I. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged doors: no requIrement. b. Interior hinged doors: 5.0 Ib.. c. Sliding or folding doors= 5.0 lb.. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door In a closed position. A. For water closets not located in toilet stalls, the following grab bars shall be provlded, 35" - 56" above the finish floor: 1. Side wall: 42" long minlmum, hold 12" min. from back wall. 2. Back wall: 56" long minlmum, 12" minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.5) A. Controls shall be 44" maximum above the finish floor. I. Lever controls or flush valves shall be mounted on the wide side of toilet areas. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater than 5Ib/f. ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, a minimum 19" above the Floor, and a maximum 36" from the rear wall. 1. Dispensers that control delivery or do not permit continuous paper Plow shall not be used. Detail 4.162 6" M Detail 4.16.3 606 LAVATORIES ANSI 606.5 4 606.2 - HEIGHT it CLEARANCES (REFERENCE DETAIL 4.19.1 4 4.192) A. Lavatories shall be mounted with the rim or counter surface no higher than 54" above the finished floor. 1. Lavatories shall extend 11" minimum from the wall. 2. Clearance of 29" minimum shall be provided from the finished floor to bottom of apron. 5. Knee clearance of 21" minimum shall extend 8" minimum under the edge of the lavatory. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. Max. Petal! 4.19,1 Detall 4.192 ANSI 606.6 - EXPOSED PIPES AND SURFACES A. Hot water and drain pipes under lavatories shall be Insulated or otherwise configured to protect against contact. B. there shall be no sharp or abrasive surfaces under lavatories. ANSI 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twlst;ng of the wrist. B. The force required to activate controls shall be no greater than 5 lb. G. Lever- operated, push-type, and electronically controlled mechanisms are examples of acceptable designs. D. If self- closing valves are used the faucet shall remain open for at least 10 seconds. ANSI 605.5 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum above the finished floor. B. The top edge of the reflecting surface must be at least 14" AFF. 603 TOILET ROOMS ANSI 6052.3 - DOORS A. All doors to accessible toilet rooms shall comply with 4.15. Doors shall not swing Into clear floor space required for any fixture. Clear floor turning space may overlap door swings. ANSI 6032 - CLEAR FLOOR SPACE A. The accessible fixtures and controls required In 422.7 shall be on an accessible route. An unobstructed turning space complying with 504 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI 604.8 - WATER CLOSETS A. If toilet stalls are provided, then at least one shall be a standard toilet stall complying with 604.8; where 6 or more stalls are provided in addition to the stall complying with 604.9, at least one stall 56" wide with an outward swinging, self - closing door and parallel grab bars shall be provided. Water closets in such stalls shall canply with 4.16. ANSI 605 - URINALS A. If urinals are provided, then at least one shall comply with 4.18. ANSI 603.3 4 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 605.3 4 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI 606.1 - CONTROLS AND DISPENSERS A. If controls, dispensers, receptacles, or other equipment are provided, then at least one of each shall be on an accessible route and shall comply with 4.27 - (Controls 4 Operating 8044 51, hanism5). ANSI 606.3 - HEIGHT A. Sinks shall be mounted with the rim or counter surface no higher than 34" above the finished floor. ANSI 6062 - KNEE CLEARANCE A. Knee clearance of 21" high minlmum, 50" wide minlmum, and 19" deep minlmum shall be provided underneath sinks. ANSI 606 - DEPTH A. Each sink shall be a maxlmum of 6 -1/2" deep. ANSI 606.6 - EXPOSED PIPES AND SURFACES A. Hot water and drain pipes under sinks shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under sinks. ANSI 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib. G. Lever - operated, push -type, and electronically controlled mechanisms are examples of accept4ble designs. D. If self - closing valves are used the Faucet shall remain open for at least 10 seconds. 901M3601 DEPTH (ReFERENcz DETAIL 425.1) A. Storage areas may be 36" In depth or less. If more than 56" in depth then area must allow 60" diameter of clear floor space for turning. ANSI 9052 - CLEAR FLOOR SPADE: (REFERENCE DETAIL 4252) ANSI 905.3 - HEIGHT (REFERENCE DETAIL 14.5 AND 425.3 4 425.4) A. Where a forward reach Is required, accessible storage spaces shall be 48" maximum and 15" minimum above the floor. If the forward reach Is over an obstruction (with knee space equal to or greater than reach distance) 20 " -25" deep, the maxlmum height shall be 44 "; If the obstruction is less than 20 ", maximum height shall be 48 ". B. Where a side reach is provided, accessible storage spaces shall be 54" maximum and 9" minimum above the floor. Maximum height shall be 46" for side reach over an obstruction 34" maximum high and 24" maxlmum deep. G. Clothes rods or shelves shall be a maximum 54" above floor where a side reach Is required. D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as at closets with Inaccessible doors) the following criteria shall be met: 1. Shelves: Reach: 21" maximum; height: 45" maximum, 9" minimum. 2. Clothes rods: reach 2P' maxlmum; height: 48" maxlmum. ANSI 509 - HARDWARE A. Hardware for accessible storage facilities shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate the hardware shall be no greater than 5 Ib. Detail 4.25.1 Detail 4.25,2 Detail 4.25.3 Detail 4,254 604 GRAB BARS ANSI 609.32 - 51ZE AND SPACING A. Diameter or width of gripping surface shall be 1 -1/4" to I -1/2 ", or the shape shall provide an equivalent gripping surface. 1. The space between grab bars and adjacent walls shall be 1 -1/2" ANSI 609.8 - STRUCTURAL STRENGTH B. Grab bars and mounting devices shall meet the following requirements: 1. Bending stress Induced by maximum bending moment from application of 250 Ib. shall be less than allowable stress for material used. 2. Shear stress Induced by application of 250 Ib. shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket Is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 3. Shear force induced In a fastener or mounting device from application of 250 Ib. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever Is the smaller allowable load. 4. Tensile force Induced In a fastener by a direct tension force of 250 Ib. plus the maximum moment from the application of 250 Ib. shall be less than the allowable withdrawal load between the Fastener and the supporting structure. 5. Grab bars shall not rotate within their fittings. ANSI 6095 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. B. Edges shall have a radius of I/8" minimum. 904 CONTROLS AND OP9tATIN6 ME AN15NE ANSI 308 - HEIGHT (REFERENCE DETAIL 4.30.5) A. Front approach - 48" max. to 15" min. Controls located in an alcove >24" deep must have 36" clear floor width. B. Side approach - 54" max. to 9" min., except per below. G. Electrical 4 communIcation system receptacles shall be mounted no less than 15" above the floor. '102 ALARMS ANSI 102.1 - GENERAL A. When required, visual alarms shall be provided In each of the Following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. NI PA 12 - AUDIBLE ALARMS A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dba or exceeds any maximum sound level Nth a duration of 60 seconds by 5 dba, whichever Is louder. B. Sound levels for alarm signals shall not exceed 120 dba. NFPA 12 - VISUAL ALARMS A. Visual alarm signal appliances shall be Integrated into the building or facility alarm system. If single station audible alarms are provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (Is. unfiltered or clear filtered white light). 5. The maxlmum pulse duration shall be two- tenths of one second with a maxlmum duty cycle of 40%. (The pulse duration Is defined as the time Interval between Initial and final points of 10% of max. signal) 4. The Intensity shall be a minimum of 15 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz. 6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling, whichever Is lower. 7. In general, no place In any room or space shall be more than 50' from the signal (measured In a horizontal plane). a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maxlmum 100' apart, in lieu of suspending appliances from the telling. 8. No place In common corridors or hallways shall be more than 50' from the signal. 109 516Nfr6 WHERE APPLICABLE A. Signs which designate permanent rooms and spaces shall comply with the requirements listed below for: 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. WHERE APPLICABLE A. Signs which provide direction to, or Information about, functional spaces of the building shall comply with the requirements listed below for: 1. Character Proportion 2. Character Height 5. nish and Contrast Exception: Building directories, menus, and all other signs which are temporary are not required to comply. WHERE APPLICABLE (REFERENCE DETAIL 4.30.1) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are accessible (Inaccessible entrances shall have directional signage to Indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. 5I6NA6E (GOKrJ ANSI 70325 - CHARACTER PROPORTION (REFERENCE DETAIL 4.302) A. Letters and numbers on signs shall have a width -to- height ratio between 3:5 and I:1, and a stroke - width -to- height ratio between 1:5 and 1:10. OVERHEAD SIGNS A. Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 80" above the finished floor, character size shall be 5" minlmum. 2. The minimum height is measured using an upper case X. 5. Lower case letters are permitted. ANSI 703.4 - RAISED AND BRAILLE CHARACTERS AND PICTOGRAMS A. Letter and numerals shall be raised I/52 ", upper case, sans serif and shall be accompanied by grade 2 Braille. I. Raised character height: 5/8" minimum, 2" high maximum 2. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 5. The border dimension of the pictogram shall be 6" minlmum ANSI 703.3.12 - FINISH AND CONTRAST A. The character and background of the signs shall be eggshell, matte, or other non -glare finish. Characters and symbols shall contrast with their background (either Ilght characters on a dark background or dark characters on a Ilght background). ANSI 703.3.10 4 103.3.11 - MOUNTING LOCATION AND HEIGHT ('REFERENCE DETAIL 4.30.5) A. Where permanent Identification is provided for rooms and spaces, signs shall be Installed on the wall adjacent to the latch side of the door. B. Where there Is no wall space to the latch side of the door, Including at double -leaf doors, signs shall be placed on the nearest adjacent wall. G. Mounting height shall be 60" above the finished floor to the centerline of the sign. D. Mounting location for such signage shall be so that a person may approach within 3' of signage without encountering protruding objects or standing within the swing of a door. C.� International Symbol of Accessibility Petal! 4.30.1 Light switch Thermostats, Etc: /X/ Letter 4 numbers on signs shall have a width to height ratio of between 5:5 4 1:1 and a stroke - width to height ratio between 1 :5 4 1:10. Letters and numbers shall be raised 1/52 ", upper case, sans serif or simple serif type and shall be accompanied with grade 2 Braille, raised characters shall be at least 5/8" high, but no higher than 2 ". Detail 4.302 8" MAX. 7474- rn `- Convenience Outlets Detail 4.30.3 Data, Tel., Etc. 402 DINING SURFACES 4 WORK SURFACES ANSI 9022 - SEATING A. If seating spaces for people in wheelchairs are provided at fixed tables or counters, clear floor space of 30" x 48" shall be provided. Floor space shall not overlap required knee space by more than 19" ANSI 902.3 - KNEE 5PAGE B. If seating for people In wheelchairs is provided at fixed tables or counters, knee space at least 27" high, 50" wide and 19" deep shall be provided. ANSI 902.3 - HEIGHT OF TABLES OR COUNTER G. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. ANSI AII7.1 2009 602 DRINKING FOUNTAINS 602.2 CLEAR FLOOR SPACE. A clear floor space complying w/ section 305 positioned for forward approach shall be provided. (50 "x48 ") 602.3 OPERABLE PARTS. Operable parts shall comply w/ section 509. 602.4 SPOUT OUTLET HEIGHT. Spout outlet of wheel chalr accessible D.F. shall be 56" max. A.F.F. Spout outlets for standing D.F. shall be 38" min. 4 43" max. 602.5 SPOUT LOCATION. The spout shall be located 15" min. from the°vertical support 5" max. from the front edge of the D.F. 602.6 WATER FLOW. The spout shall provide a flow of water 4" min. in ht. 4 a max. 30 angle from spouts w/I 3" of the front oP the D.F. 4 a max. 15 angle for spouts between 3" 4 5" from the front of the D.F. REVIEWED FOR CODE COMPLIANCE APPRnIPPB DEC 2 2 2U70 City of I ukwila BUILDING DIVi "SION! RECEIVE r.EC 09 2010 PERMIT CENTER REVISIONS. NW SOUVENIRS cc LU F Z W V N N W Z co co ce H N W W 0 Z PARK EAST, BUILDING A 1071 ANDOVER CO CO r J KATH N M CRAFT STATE OF WASHINGTGN PROJECT NO. 10- 318.06 SHEET TITLE ACCESSIBLE DETAIL SHEET DRAWN BY" KEW CHECKED BY" KCR Aar: ► tit .1 CI Milk I ill M ■A tigr W r% U& U I aM The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510- 656-1900 Fax' 510 - 661-4033 DATE" 12/09/10 SHEET. T1.2 r I EX I EXIST. WAREHOUSE 108 L A5.1 NEW PEN OFFICE 107 EXIST. RR 106 EXIST. OFFICE 104 EXIST. RR NEW CONFE ENCE 105 102 EXIST. AIT /RECEPTION 100 EXIST. OFFICE 101 E XIST. OFFICE 103 NORTH ' EXIST. ELEC. 10 9[ EXIT REFLECTED CEILING PLAN 1/8" = 1' -O" 52' -0" EXIST. WAREHOUSE 108 3' -0" NEW OPEN OFFICE 107 EXIST. OFFICE 104 EXIST. OFFICE 103 5 +42.. 0f +42" NEW CONFERENCE 102 EXIST. RR 106 EXIST. RR 105--'' EXIST. OFFICE 101 EXIST. WAIT /RECEPTION EXIS ELEC. 109 NORTH FLOOR PLAN 1 /8" = 1' -O" 100 r-- b N (°) 0 GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL NEW OFFICE PARTITION WALLS TO BE WALL TYPE SEE WALL TYPES FOR DETAILS , U.O.N. 3. REMOVE AND DISPOSE OF ALL ACP & CEILING GRID. FURNISH AND INSTALL NEW LIGHTS AS REQUIRED TO MEET REFLECTED CEILING LAYOUT AND ATTACHED PROLOGIS SPECIFICATIONS 4. REMOVE ALL ITEMS MOUNTED TO WALLS OR WINDOWS, PATCH AS REQ'D 5. REMOVE ALL SECURITY EQUIPMENT THROUGHOUT 6. SERVICE ALL 0/H DOORS AND REPAIR ALL DAMAGED PANELS, TYP. 7. CLEAN ALL GRILLS & DIFFUSERS 8. EACH ROOM SHALL HAVE SEPARATE SWITCHING BY ELECTRICAL DESIGN /BUILD TO MEET WSEC 1513 9. ALL FINISHES PER ROOM FINISH SCHEDULE AND ROOM FINISH GENERAL NOTES 10. SEE ATTACHED PROLOGIS SPECIFICATIONS FOR MORE DETAIL LEGEND: EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL • DOCK -HIGH OVERHEAD DOOR WALL MOUNTED DUPLEX OUTLET VOICE /DATA PORT LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ALSO ADD TACTILE EXIT SIGNAGE PER TACTILE SIGNAGE STANDARDS ON SHEET ADA1 AT EACH LOCATION THAT RECEIVES AN EXIT SIGN. NEW OR EXISTING 2X4 LAY -IN FLUORESCENT LIGHT W/ ACRYLIC LENS NEW 2x4 LAY -IN FLUORESCENT "NIGHT LIGHT" FOR EGRESS ILLUMINATION @ MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1003.2.9. p10 -338 KEY NOTES O 1. REMOVE EXISTING WAREHOUSE LIGHTS. FURNISH AND INSTALL NEW FIXTURES, GENERAL CONTRACTOR TO MEET LIGHTING AVERAGE INTENSITY IN WAREHOUSE PER SPEC AND CODE REQUIRED EGRESS ILLUMINATION MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1003.2.9. TYP. REFER TO EGRESS PLAN ON T1.1 2. FURNISH AND INSTALL NEW VCT FLOORING THIS LOCATION ONLY PER ATTACHED PROLOGIS SPECIFICATIONS 3. FURNISH AND INSTALL NEW EXHAUST FAN, WALL MOUNTED VANITY LIGHT FIXTURE (OXYGEN, APOLLO, 24 ", 2- 5104 -XX), AND RESTROOM DOOR SIGNAGE. EXISTING SV FLOORING TO REMAIN 4. FURNISH AND INSTALL BASE CABINET W/ SINK, AND UNDER COUNTER WATER HEATER PER PROLOGIS SPECIFICATIONS. RE RUN ALL EXISTING HOT WATER LINES FROM NEW HOT WATER HEATER 5. REMOVE AND RELOCATE EXIST. BASE BOARD HEATER 6. INSTALL NEW BASE BOARD HEATER 7. EXTEND EXIST. PARTITION TO CEILING AND PROVIDE NEW PARTITION TO ENCLOSE ELECTRICAL ROOM. 8. NEW SWITCHING FOR ROOM 100, 107, & 102 9. NEW SWITCHING FOR WAREHOUSE LIGHTS ALTERNATE PRICING: 1. UPPER CABINETS IN NEW OPEN OFFICE REVIEW D 17011 CODE COMPLIANCE ARLDRIMIO DEC 2 2 21110 City of Tukwila _1311111 1M nivigInM RECEIV P DEC 0 9 2G19 PERMIT CENTER REVISIONS' NW SOUVENIRS cc w z w v co co W Z N co H co Q CC W W 0 Z /052 1071 ANDOVER PARK EAST, BUILDING A co co a ) •te REGISTERED ARCHITECT 07 ore Nifr 141 KAI RYN M CRAFT y13ii (OF WASHIROT• N PROJECT NO. 10- 318.06 SHEET TITLE' OFFICE & WAREHOUSE FLOOR, RCP, POWER & COMMUNICATION PLANS DRAWN BY. KEW CHECKED BY' KCR • 1110 IRA I A N / A %-o, riU &U8I TM The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510- 656 -1900 Fax' 510 - 661-4033 DATE' 12/09/10 SHEET. A2.1 ALTERNATE PRICE FOR UPPER -7 CABINETS LUNCH ELEVATION 1/4" = 1' -0" P —LAM. TOP & FULL HEIGHT BACK SPLASH. RADIUS INSIDE CORNER ACCESSIBLE SINK & FAUCET BULLNOSE EDGE FALSE DRAWER FRONT SINK OFFSET DRAIN W/ INSULATION CONT. WD CANT TO SUPPORT FALSE BASE BASE PER CABINET SPEC EXTEND FLOORING TO WALL UNDER SINK. PROVIDE INSULATIVE PLUMBING GUARD CASEWORK W/ SINK 1/2 " =1' -0" SURROUND LIGHT FIXTURES TOP, SIDES AND ENDS W/ 5/8" TYPE 'X' GYP. BD. LIGHT FIXTURE SUSP. ACOUSTICAL CEILING FLUOR. LIGHT TENTING 1/2 "= I' —O" #12 GA. VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS A 11111111111111111111111111111911111IMMIHII 1/8" POP RIVET © ALL MEMBERS ONE WALL WALL ANGLE 4 — #12 GA. SEISMIC SPLAY BRACE WIRES 2 — #12 14 GA SCREWS @ STUDS TO T —BAR MAIN RUNNER 8" MAX. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ACCOUSTICAL BOARD PROVIDE 3/4" SPACE OPPOSING MAIN RUNNER OR CROSS TEE WALL MTL STUD COMPRESSION STRUT. FOR SIZE & NO. SEE SCHED. BELOW. ATTACH ® PURLIN ABOVE W/ 2 #8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. 45 TYPICAL 45° TYPICAL SCHEDULE STUD SIZE & GA 1 -5/8" x 20 GA SS 7' -8" 2-1/2" x 20 GA SS 7' -7" 3 -1/2" x 20 GA SS 7' -4" 1 -5/8" x 20 GA WC 10' -0" CROSS TEE MAX. HT OF COMPRESSION STRUT SINGLE STUD DOUBLE STUD 1V-8" 16' -6" 2T-9" 11' -6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW © 18" O.C. SUSPENDED CEILING DETAIL NTS (2) 12 GA SLACK WIRES AT DIAGONAL FIXTURE CORNERS ATTACH TO STRUCTURE ABOVE Light FIXTURE CLIPS ATTACH TO MAIN CEILING TEE AT EACH CORNER (4) PER FIXTURE CROSS TEE MAIN TEE LIGHT FIXTUR CEILING TEE SEISMIC BRACE AT LIGHTING FIXTURE NTS GENERAL SUSPENDED CEILING NOTES: PER: 2009 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9 AND 1613.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 803.9). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7 -05 SECTION 13.5.6.2.2 (REFERENCED IN IBC 1613.1). CEILINGS & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION ( CISCA) RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 (REFERENCED IN ASCE 7 -05). IBC 102.1 STATES, "WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC SHALL BE APPLICABLE." 1, ONLY A HEAVY DUTY T —BAR GRID SYSTEM SHALL BE USED. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM a. 2 THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2.0 INCHES. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH DIRECTION SHALL HAVE A 0.75 INCH CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON AN CLOSURE ANGLE. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM b. 3, FOR CEILING AREAS EXCEEDING 1000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4" FOR THE LOADS PRESCRIBED IN ASCE 7 -05 9.6.1.3. 4, FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQUARE FEET SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATION AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ADDITIONAL MOVEMENT. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM d. 5, EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE PERMITTED TO BE PROVIDE AT THE TOP OF THE SPRINKLER HEAD EXTENSION. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM e. 6. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM f. 7, CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. ASCE -7 -05 SECTION 13.5.6.2.2 ITEM g. 8. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7 -02 SECTION 11A.1.3.9. g, ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM b. t0. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM b. 11. STABALIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND /OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. 12. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION ITEM 2. 13. VERTICAL HANGERS SHALL BE NO. 12 GAGE WIRE SPACED AT 4' 0.C. OR NO. 10 GAGE SPACED AT 5' 0.C. ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT —OF —PLUMB UNLESS COUNTER — SLOPING WIRES ARE PROVIDED. 14. LATERAL BRACING IS REQUIRED: SPLAY WIRE PODS AT 12' MAX O.C. AND 6' MAX FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. CISCA GUIDELINES FOR SEISMIC RESTRAINTS FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, ISTALLATION SECTION, ITEM 3. GENERAL PLAN NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. SEE ATTACHED PROLOGIS SPECIFICATIONS FOR MORE DETAIL p X0-338 REVIEWED FOR CODE COMPLIANCE DEC 2 2 2010 City of Tukwila UILDIM �11�11�1�1�1 RECEIVED DEC 09 2010 PERMIT CENTER REVISIONS' NW SOUVENIRS PROJECT NO. 10- 318.08 SHEET TITLE' DETAILS & INTERIOR ELEVATION DRAWN BY' KEW CHECKED BYE KCR �!►�iiii►�► �i�.�• QMAI ANNA 147,7 r / u&uy /ATM The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510 - 656-1900 Fax' 510- 661 -4033 DATE. 12/09/10 SHEET' A5.1 ROOM FINISH GENERAL NOTES: 1. ALL FLOORS TO BE PREPARED TO RECEIVE NEW FINISH, CONCRETE SLAB RESEALED WHERE SAW -CUT AND PATCHED 2. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT ALL OFFICES. ALL WALLS TO BE PNT, UNLESS OTHERWISE NOTED. 3. FURNISH AND INSTALL NEW CARPET THROUGHOUT ALL OFFICE AREA PER PROLOGIS SPECIFICATIONS, TYP, UNLESS OTHERWISE NOTED. 4. REMOVE RUBBER BASE AND TRIM FROM ALL PARTITIONS, REPLACE WITH NEW RUBBER BASE PER PROLOGIS SPECIFICATIONS, TYP. DOOR SCHEDULE NOTES: ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404/T1.2. 2. LOCKS & LATCHES SHALL BE PERMITTED IF A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LEI IERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.8.3 LOCKS & LATCHES. 3. IG INDICATES INSULATED GLAZING 4. * INDICATES TEMPERED GLAZING, TYP. 5. VERIFY SILL DETAIL W/ FINISH SCHEDULE DOOR /RECITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE I PER DOOR SCHEDULE F (FLUSH) N (NARROW LITE DOOR) DOOR HARDWARE NOTES: FRAME TYPES: TYPE A: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, PANIC HARDWARE, WEATHER STRIPPING, DROP SEAL TYPE C: TYPE D: TYPE E: PUSI I/PULL, CLOSER PASSAGE SET, CLOSER OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, DROP SEAL TYPE G: TYPE H: STOREROOM LOCKSET PRIVACY SET ft, DOOR AND TRIM DOOR AND TRIM DOOR PER SCHEDULE PER SCHEDULE FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESIL FLOOR MATL DOOR TRANSITION STRIP CPT REDUCER STRIP CARPET CONC /SLR (c„„ DOOR AND TRIM ---j SILL /FLOOR TRANSITION 3"=1'-0" 1 ROOM =I\ SH SC- -1.1- ROO \0. v \AV = FLOOR BAS- WALLS C =IL1 \G RE VAR <S NTL FI\ NIL \ORT- ---AST SOFT- W =ST NTL -T MTL F1\ VIL FI \ vIL FI\ vTL FI\ 102 NEW CONFERENCE EXIST CPT RB EXIST GWB PNT EXIST GWB /GWB PNT EXIST GWB PNT - - ACP ±9' -0" AFF 107 NEW OPEN OFFICE EXIST CPT /VCT RB EXIST GWB PNT - - EXIST GWB PNT GWB PNT ACP ±9' -0" AFF 109 EXISTING ELECTRICAL EXIST EXIST. CONCRETE RB EXIST GWB PNT EXIST GWB PNT EXIST GWB PNT EXIST GWB /GWB PNT ACP ±9' -O" AFF DOOP/iLTi SC—IDJLI OP = \I \GS FRAV =S D -TAILS REvAR <S \O. TYP- W x - T -< MAIL GL I \SJL -DW FI\ TYP- NAIL FI\ -D JAVB SILL 102 F 3'0 "X7'0" 1 3/4" WD - - G SEE SPEC 1 WD SEE SPEC 3/A6.1 2/A6.1 4/A6.1 107 N 3'0 "X7'0" 1 3/4" WD - - E SEE SPEC 1 WD SEE SPEC 3/A6.1 2/A6.1 4/A6.1 WALL TYPE AS SCHEDULED 5/8" GWB 1X2WOOD CASING FINISH TO MATCH EXISTING 1 1/4" WOOD JAMB 1/2" WOOD STOP 1 3/4" WOOD DOOR AS SCHEDULED TYPICAL DOOR HEAD Scale: 3 " =1' -0" WALL TYPE AS SCHEDULED 5/8" GWB 1X2WOOD CASING FINISH TO MATCH EXISTING 1 1/4" WOOD JAMB 1/2" WOOD STOP 1 3/4" WOOD DOOR AS SCHEDULED TYPICAL DOOR JAMB E2 Scale: 3 " =1' -0" COMPENSATION CHANNEL EXISTING ROOF DECK / STRUCTURAL MEMBER 1" MIN. GAP 5/8" GWB, OVER 8" MTL. STUDS 16 GA. 16" 0.C. MAX DEFLECTION (I/360) TO MEET SSMA NT ON- STRUCTURAL COMPOSITE TAB TO ±34' -O" 0 -H ION W/ FSK -25 VAPOR WHERE EXPOSED & CO WARM MTL STUD RUNNER ATTACHED TO EXST. CONC. SLAB W/ 5/32" DA. LOW - VELOCITY POWER- DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. TENANT DEMISING r R.R. . 1 1/2' = 1' -011 20 GA. 6" CLG. JOISTS @ 24" 0.C. W/ R -21 BATT INSULATION - MAX. 1/2" DEFLECTION (L/240) GWB ' <")IL x 1 - ", 25 GA MTL. ING ® 24" 0.C. MAX. EFLECTION (L240) W/ R -19 INSULATION W/ FSK -25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS MTL STUD RUNNER ATTACHED TO EXST. CONC. SLAB W/ 5/32" DIA. LOW - VELOCITY POWER- DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS RR PLUMBING WALL SIM: USE WALL TYPE 1 STUD SIZE & TYPE 1 1/2" = 1' -0" R.R. . OFFICE STUDS @ 6' -0" 0.C. MAX. SECURE TO STRUCTURE ABOVE & FLATTEN TO ATTACH TO STUDS PER MFR'S RECOMMENDATIONS & TO MEET IBC SEISMIC REQUIREMENTS 20 GA. 6" CLG. JOISTS @ 24" 0.C. W/ R -21 BATT INSULATION - MAX. 1/2 DEFLECTION (L/240) DROPPE CS CEILING 5 M 8 ATT S GWB CEILING OVER 3- 5/8"X25 GA. ® 24" 0.C. W/ SOUND MTL STUD RUNNER ATTACHED TO EXST. CONC. SLAB W/ 5/32" DIA. LOW - VELOCITY POWER- DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS R.R. /OFFICE PARTITION .440 OFFICE 0 WHSE 1 1/2" = r -o' 4 STUDS @ 6' -0" 0.C. MAX. SECURE TO STRUCTURE ABOVE & FLATTEN TO ATTACH TO STUDS PER MFR'S RECOMMENDATIONS & TO MEET IBC SEISMIC REQUIREMENTS R -21 BATT INSULATION 5/8" GWB, FIRETAPED ONLY ON WAREHOUSE SIDE - FINISH AS SCHEDULED ON OFFICE SIDE, OVER 6" x 1 -5A", 25 GA MTL. STUD FURRING @ 24" 0.C. MAX. 1/2" DEFLECTION (L240) W/ R -19 BATT INSULATION W/ FSK -25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS DROPPED ACOUSTICAL CEILING MTL STUD RUNNER ATTACHED TO EXST. CONC. SLAB W/ 5/32" DIA. LOW - VELOCITY POWER- DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS OFFICE DEMISING WALL SIM: USE RESTROOM CEILING TYPE 1 1 /2" = >.o R -21 BATT INSULATION CEILING PER PLAN CONCRETE TILT -UP PANEL GWB OVER 6" MTL. STUD FURRING ® 24" O.C. MAX. 1/2' DEFLECTION (L240) W/ R -19 BATT INSULATION W/ 1" AIR SPACE W/ FSK -25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS. MTL STUD RUNNER ATTACHED TO CONC. SLAB PER STUD MANUFACTURER'S RECOMMENDATIONS AND STRUCTURAL ENGINEER. n PERIMETER FURRING STRUCTURE ABOVE Hilti X- ZF2OTH W/ %" MAX. EMBEDMENT r 1 1/2" = 1' -0" 2 RACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25GA. STEEL STUDS (ALTERNATIVE) ALTERNATE (1801 DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER ND TO UNDERSIDE OF STRUCTURE ABOVE 2 - #10 SELF - TAPPING SCREWS OFFICE GWB 0/3-Y2" x 1 -5S, 25 GA MTL. STUD FURRING 24" 0.C. imoo OFFICE SPACE BRACE AT 4' -0" O.C. ALTERNATE DIRECTION (180') EVERY BRACE BATT INSULATION IN WALL AND SPANNING PARTITION ABOVE CEILING (TYPE 1A) SCREW TO TRACK W/2 #10 SELF - TAPPING SCREWS NOTCH CEILING TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L" METAL TRIM AT TOP OF WALL, TYP DROPPED ACOUSTICAL CEILING MTL STUD RUNNER ATTACHED TO EXST. CONC. SLAB W/ 5/32" DIA. LOW - VELOCITY POWER- DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS 3 INTERIOR PARTITION 1 1/2" = 1'4 WALL TYPES REVISIONS. ce z w 0 N Z 1010-338 REVIEWED FOR ODE COMPLIANCE DEC 7 2 2010 City�f ulpila BUILDING nI "ISIO "I RE: E VE D DEC 0 9 2010 PERMIT CEVTEF cc W F Z W V co ce N W Z N H N w w 0 Z 1071 ANDOVER PARK EAST, BUILDING A CO CO MT W a H PROJECT NO. 10-318.06 SHEET TITLE. SCHEDULES DOOR DETAILS, & WALL TYPES DRAWN BY' KEW CHECKED BYE KCR � i . . ■ � D NI d%I . ►NIA Jj;,rI II/i.uyio The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510-656 -1900 Fax' 510 - 661 -4033 DATE. 12/09/10 SHEET. A6.1 DIVISION 1 GENERAL REQUIREMENTS 1.1 CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA standards. 1.2 JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bid. 1.3 DOCUMENT CONFLICTS: If there is a conflict in the drawings, or between the written specs and the drawings, the contractor shall be responsible for the more expensive of the options. 1.4 CLOSE -OUT DOCUMENTS: Two (2) CD to include 0 & M manuals and "as- built" drawings for all plumbing, electrical, HVAC and fire protection work are required in binders. One hard copy of the permit as -build plan. The value of the close -out documents shall be 10% of the value of the respective work. 1.5 EXISTING STRUCTURE: Nothing may be suspended from the 2x4 or 2x6 sub- puriins at the roof without the structural engineer's written permission except for warehouse lighting fixtures specified below. 1.6 FLOOR MAINTENANCE: No vehicles except scissor lifts shall be allowed inside the building during construction without written permission from the owner. All scissor lifts shall have non - marking tires and must be diapered to prevent marking and staining of the concrete floor. 1.7 SUPERVISION: The general contractor shall provide a highly experienced jobsite superintendent, acceptable to the owner, to manage all the work during the course of construction. DIVISION 3 CONCRETE 3.1 PATCHING: Any removal and replacement of the concrete slab shall meet the requirements of the existing slab. No overcut when cutting the trench in warehouse area. Backfill and subgrade shall be compacted to 95% of maximum dry density determined in accordance with ASTM D -1557. Dowel the new concrete patch to the existing slab with 1/2" steel dowels, extending a minimum of 8" into slab at 18" o.c., secured with epoxy. Use 4,000 p.s.i. (at 28 days) concrete for the pour back. All trench patching in the warehouse area shall have a 1/8 inch radius edge and apply new concrete seal. Prior to pouring concrete, stone the existing sawcut edge with an abrasive brick to approximate a 1/8 inch radius edge. Install vapor barrier if there is existing vapor barrier. DIVISION 4 METALS ..s: extending 4' 0" A.F.F., set in 3' 0" of concrete at cach grouping of electrical transformers and panels- and at all sprinkler risers in all warehouse areas and other locations exposed to vehicular traffic. Paint new and existing bollards OSHA "Caution Yellow ". Dolt down bollards may be acceptable at low traffic areas (verify with ProLogis Project /Property Manager) DIVISION 6 WOOD AND PLASTICS 6.1 CABINETS: Furnish and install a coffee bar and /or lunch room base cabinet. The base cabinet(s) shall be plastic laminate by Wilsonart XXX -XX "X" or approved equal in the manufacturer's standard color. The Cabinet(s) shall be 6' -0" long minimum and 34" high with European style hinges and chrome wire pulls U.O.N. Each cabinet shall have one row of drawers over doors. Use stainless toe -kick for the bottom of the sink door. 6.2 COUNTERTOPS: The countertops shall be plastic laminate by Wilsonart XXX -XX "X" or approved equal. The coffee bar tops shall have a T bull nosed front edge and top edge with a 4" splash and a radiused inside comer at the backsplash. G 3 LAVATORY COUNTERTOPS. Alt tuifet rooms with multiple lavatories situp Dave vanities. The lavatories shall be installed in a plastic laminated countertop with 2" bull nosed front edge, a 4" backsplash and a radiused inside corner at the backsplash. Single accommodation toilet rooms shall receive wall mount lavatori • o equal MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction quality y q ual to that of the Architectural Woodwork Institute's (AWI) custom grade for flush overlay construction. DIVISION 7 THERMAL AND MOISTURE PROTECTION by the energy compliance calculation) , unfaccd fiberglas3 batt3, wirc tied in place as manufactured by Owens Coming or equal. Furnish and install a vapor barrier whcre required by code. 7.2 CEILING INSULATION: Where permitted by code furnish and install R -21 (or as required by the energy compliance calculation), unfaced fiberglass batt insulation on top of the suspended acoustical ceiling at conditioned spaces rather than under the roof. 7.3 THERMAL WALL INSULATION: Furnish and install R -19 (or as required by the energy compliance calculation) unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned. Furnish and install R -19 at all furred exterior concrete wall at conditioned spaces. Provide a vapor barrier where required by code. 7.4 ACOUSTIC INSULATION: Furnish and install 3 1/2" unfaced fiberglass batt acoustic insulation in all toilet and shower room walls and ceilings, and demising wall at office area 7.5 INSULATION FACING: All exposed fiberglass batt insulation shall have a white FSK -25 or equivalent facing. 7.6 ROOFING: The contractor shall use the building shell roofing contractor to patch all roof penetrations. Hot mop -in the new roof penetrations such that the existing roof warranty is maintained. The patch shall also meet all of the requirements stated in the building shell specifications. Pipe and conduit penetrations at the roof shall receive lead pipe flashing with screw clamp and etastomeric sealant and shall also be hot asphalt patched with 4 ply. 7.7 ARCHITECTURAL SHEETMEfAL: Furnish and install sheet metal cap flashing on top of any roof mounted wood sleepers approved by owner. 7.8 FIRE SAFING: Penetrations at one hour walls shall be fire safed or caulked. DIVISION 8 DOORS AND WINDOWS 8.1 INTERIOR DOORS AND FRAMES: Furnish and install 3' -0" x 7' -0" x 1 -3/4 ", solid core, birch, B -3 stain prefinished door stain is Sherwin Williams #3118.8 "Fruitwood". Provide in Timely" prefinished black steel frames, with 1 -1/2" pairs of butts per door U.O.N. (All office door shall receive a 2' -0" sidelight in the Seattle Area). Doors receiving closers shall receive ball- bearing butts. Doors and frames shall be 20 minutes rated where required. When working in an existing tenant space, the new doors and frames shall match the existing doors and frames U.O.N. : .... . VII core. Install rain drip cal on ncw hollow metal doom. Frame: 18 guagc with T face° and 5/8" stop° formed internal corners mitered, welded and ground smooth. 8.3 INTERIOR DOOR HARDWARE: Furnish and install Schlage AL1OS Saturn passage hardware on all doors except single accommodation toilet rooms which shall receive Schlage AL4OS privacy locks. The door hardware shall have a brushed chrome 626 finish U.O.N. Furnish and install weather - stripping, closers, and drop seals at doors between conditioned and non - conditioned areas. Furnish and install closers on all toilet and shower room doors. The closer shall be installed on the toilet room or warehouse side of the door. When working in an existing tenant space, the new door hardware shall match the existing door hardware U.O.N. • .;. :::" ..; .. . •. , . . .v . guards on all new doors. 8.5 DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.) 8.6 OVERHEAD DOORS: Match the existing building overhead doors. If no O.H. doors exist, use Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail, with step plate flush panel sectional. Sawcutting at exterior concrete panels must be certified by a licensed structural engineer. No overcuts will be allowed. 8.7 INTERIOR WINDOW FRAMES /GLASS: Interior windows shall be 1/4" clear tempered glas3 set in black "Timely" frames (or anodized aluminum frames in the S.F. Day Area) to match the interior door 8.8 MIRRORS: Furnish and install 4' high x 1/4" thick plate glas3 mirror3 with two coati silver and electroplated copper backing, and wipcd edge3 at all lavatoric3. The mirror shall be the length of thc lavatory top set directly on top of the splash and extending to the underside of the light shelf. If wall mounted lavatories are used, thc mirror shall be a Dobrick 2436. if necessary) for temporary use until building standard glass is available. aluminum "false" mullions finished to match the existing exterior storefront. DIVISION 9 FINISHES 9.1 FIRE RATED WALLS: Metal studs with one layer of 5/8" type "X" gypsum board on each side from the floor to the roof deck. The stud size and spacing shall be per the stud manufacturer's tables and local code requirements. Install fire safing between the gypsum board and roof deck U.O.N. Penetrations at one hour walls shall be fire safed or caulked. 9.2 FULL HEIGHT DRYWALL PARTITIONS (including tenant demising walls): Metal studs with one layer of 5/8" type "X" gypsum board on each side from the floor to the roof deck. The stud size and spacing shall be per the stud manufacturer's tables and local code requirements. Drywall installed above an acoustical ceiling shall be firetaped and screws spotted 9.3 OFFICE DRYWALL PARTITIONS: All partitions in areas with ceilings shall be undergrid 3 -5/8" or 3 -1/2' x 25 GA. metal studs at 24" o.c. with 5/8" fire code type "X" gypsum board on each side. The ceiling grid shall be installed first with walls built to the grid. The intersection of the wall at the grid shall be snug and flush. Install "L" metal trim at the top of the wall. Toilet room perimeter walls shall be built to 6" above grid. Furr perimeter concrete walls and interior columns in office areas to 6" above the grid. 9.4 OFFICE/TOILET RM. WALL /CEILING FINISH: All office drywall shall receive a smooth finish. The toilet and shower room walls and ceilings shall have a smooth finish and drywall ceiling installed at 8' -0" A.F.F. U.O.N. Walls receiving wallcovering (as a customer upgrade) shall have a smooth finish. 9.5 WAREHOUSE GYPSUM BOARD WALL FINISH: All drywall in the warehouse shall be fire taped only. Spot nails in firetaped areas. 9.6 END CAPS: Where a partition meets a window mullion, furnish and install an aluminum "wall end cap" finished to match the storefront U.O.N. 0.7 WAINSCOT: Toilet room walla shall have 1' 6" high plastic laminated by WilsonArt XXXX XX "XX" wainscot set 6" A.F.F. U.O.N. Walls behind mop sink, drinking fountain and laundry trays shall receive watcr resistant drywall (grecnboard). 9.8 ACOUSTIC CEILING TILE: Furnish and install 24" x 48" x 5/8" USG Omni non - directional fissured tile or equal, installed at 9' -0" A.F.F., U.O.N. in all office areas except toilet and shower rooms. 9.9 ACOUSTIC CEILING 11LE SUSPENSION SYSTEM: Fumish and install Class "A" 15/16" exposed "1" grid system, intermediate duty with 11/2" main tee, 11/2' cross tee, and 7/8" x 7/8" wall mold as manufactured by Donn or equal. Fire rated grid and tile shall be used where code requires. The grid color shall be white to match the tile exactly. 9.10 CARPET: Carpeting shall be Shaw (such as Philadelphia Lynchburg 26 series) Designweave, or approved equal, loop graphic, solution dyed 100% nylon, 26 oz. per square yard average yarn weight minimum, 1 /10th gauge, color to be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N. 9.11 CARPET PAD: Only when specified by the customer as an upgrade, shall be a minimum 3/8" thick, 81b. dense rebound or slab rubber pad. 9.12 VINYL COMPOSITION TILE: Furnish and install 1/8" gauge, standard grade, VCT as manufactured by Armstrong Standard Excelon Imperial Texture or approved equal color to be XXXX. Install VCT in server rooms and lunch rooms. No VCT shall be installed in toilet rooms. 9.13 RUBBER BASE: All areas receiving floor covering and new walls except the toilet rooms shall have 4" high topset rubber base as manufactured by Burke, Roppe, or Tarkett in a standard color. Install the rubber base from a continuously roll, not in sections. brushed aluminum trim on the top cdgc. All jointa Shall receive scam scaler. The sheet vinyl shall bc Armstrong "Suffield", "Best of Both Worlda" or "Seagate" installed in all ncw toilet room°. Color to be XXXXXX 9.15 TRANSITION STRIPS: Fumish and install black vinyl transition strips at all changes in flooring material U.O.N. 9.16 C • Entry: Only where specified by the customer as an upgrade on the plans use 8"x8" American Olean thc cu3tomcr a3 an upgrade on thc plan3 U3C 2x2 American Olean Re3troom3: Only when 3pceificd by th pg p ceramic tilt or equal slip resistant on floors and 1x1 ceramic tile on walls as noted on plans. Crout: color to bc selected from manufacturer's standard colors. The tilt floor shall bc cleaned aftcr installation to remove CXCC38 mortar and grout. Thc grout shall be scaled per manufacturer's recommendations. 9.17 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor sealer / hardener. 9.18 PAINT: Toilet and shower rooms and the wall at the coffee bar shall receive one (1) coat of latex semi -gloss enamel over one (1) coat of PVA sealer. Walls receiving wallcovering shall receive one coat of sealer. Smooth finished walls shall receive two coats of eggshell latex paint. Paint to be 4216 DevFlex HP Int /E. Color to be Fuller O'brien (ICI Paints) 'H -114' (Formula: Base is 0100 White. Mix is BLK OP24 & YOX OP14). No warehouse areas shall be painted unless requested by the customer as an upgrade. For Seattle Area: All exposed columns 18' -0" or taller in the warehouse shall receive OSHA yellow up to 12' -0" from A.F.F. DIVISION 10 SPECIALTIES 10.1 TOILET ACCESSORIES: Napkin Disposals: Bobrick B 270 Sanitary napkin disposal° in each women's toilet ctall U.O.N. Paper Towel Dispenser: Bobrick B 369 (for single accommodation toilet rooms) or a Bobrick B 3911 (for multiple accommodation toilet room) recc ccd paper towel dispenser with a waste receptacle Seat Cover Dispenser: Dobrick D 221 seat cover dispenser in each toilet stall. Toilet Paper I folder. Dobrick D 686 double toilet paper holder. Crab Bare: Bobrick No. B6806 36 and B6806 12 atainlc33 atccl per ADA. backed enamel finish by Accurate, Global Steel, Knickerbocker or equal in manufacture's standard "quick ship" color. 10.3 SIGNAGE: Fumish and install all handicap and exit signage as required by code. DIVISION 11 DOCK EQUIPMENT Kelly, Serco, or Powcrramp. 11.2 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel corner angles. Thc existing steel angle or channel at the face of the existing dock shall-- be- rcplaeed with new steel integrally ticd to thc new pit. If ovcrcut3 arc made when sawcutting the concrete Slab for thc ncw pit, the overcuts shall be epoxied. On the exterior wall, all edges must have a clean 3/1" chamfer, accomplished by grinding thc existing concrete with a 3/1" chamfcr and pouring the new concrete with a 3/1" chamfer. M h • 16' 8' 70 000 Ib t A b K tl Serco or fbwerramp wi s ec ones x . capaci y r on, a y, recurred pit per manufacturer's detail. 11.4 CDGC Of DOCK LEVELERS. 72" wide x 25,000 Ib. un, Kelly, yen o or ruwerrunip. me uvu mint bc mounted per manufacturcr'a in3tructions and must be installed with an approach ramp if there i3 no aiding Steel channel in thc dock. 11.5 DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. Thc projection shall be 10" standard or 21" at E.O.D.'s including wood blockout°. 11.6 DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be 24" standard and 36" at E.O.D.'3. 11.7 DOCK LIGHTS. Adjustable dock loading light with 40" extension. DIVISION 12 FURNISHINGS 12.1 BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic ceilings, shall receive mini - blinds by Bali "Classic or approved equal, with a valance, in a color to match the storefront aluminum color U.O.N. The blinds shall be "inside mounted' (between the vertical window mullions) flush with the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at all door sidelights. DIVISION 15 PLUMBING 15.1.1 DESIGN BUILD: Unless engineered plumbing system drawings are included in the bid documents, the plumbing work shall be performed on a design -build basis. The design -build plumbing contractor shall furnish and install a complete and operative plumbing system to meet all local and state codes. 15.1.2 PLANS: Provide plumbing plans for architect's and owner's review. 15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be schedule 40 ABS plastic or schedule 40 PVC plastic pipe. Sewer, soil and waste lines within the building above the finished floor elevation shall be standard weight cast iron. ABS piping may be used above the finished floor if permitted by code and approved by the owner. 15.1.4 GAS LINES: All gas lines shall be run under the roof above the bottom cord of the trusses. All new and existing gas lines within a single tenant space shall be connected to a separate gas meter. 15.1.5 PIPE MATERIAL: All pipe materials shall be subject to the requirements of the City and /or governing body. All domestic water, condensate and smitty pan drain lines must be copper. 15.1.6 PLUMBING FIXTURES AND TRIM: white, self rimming or equal with a Delta Model 523 WF HDF 3inglc lcvcr type faucet assembly with a et by Plumberex Specialty Products undcr each lavatory. Wall hung lavatory: American Standard, "Lucerne ", model 0355.012, whitc, wall _mounted lavatory or equal with a Delta Model 523 WF HDF single lcvcr typc faucet assembly with a grid strainer and Specialty Products under each lavatory. Watcr closet: American Standard, " Madera FloWisc Right Height elongated, flush valve toilet, 17" hcight, model 3043.001 or approved equal in whitc, with an Olsonitc #95 scat and a Sloan #111 approved equal in white, with an Olsonitc #95 scat and a Sloan #111 flush valve. Urinal: American Standard, "Allbrook ", model 6511.132, or approved equal, white, with a 3/1" top spud and a Sloan 186 -1 flush valve. For Portland Area: American Standard, 'Washbrook FloWisc ", model 6590.125, or approved equal, white. Coffee bar / Lunch Room sink: Elkay, model GECR 1918, stainless steel, with a Delta #100 faucet. If the Lunch Room base cabinet is 8' -0" or longer, use an Elkay model. GECR 2521. Furnish and install a Handy - Shield Drain Cover #3011 White by Plumberex Specialty Products under each sink. Laundry tray: when specified as a customer upgrade use Fiat Products, Molded Stone, model FL 1, with 20 yultun cupm.ily, with u Dettu model 2123 luundry tub fuuc.et. Shower stall, 11 52H whitc with grab barn, Soot, mixing valve and shower curtain rod. Water heater: The water heater shall be A.O. Smith, State or approved equal sized to meet the demand. It shall be located on the warehouse floor in a smitty pan draining into a hub drain with a trap primer. The location shall be as located by the architect or approved by the owner. All plumbing connections shall be made with dielectric unions. n fountain. If the local jurisdiction requires thc protection for blind person, U3C Bobrick model "819298 grab bar: 1 1/2" stainless 3tccl. Install two grab bar, onc at cach cnd of fountain. Mop Sink: Provide onc (1) 21" x 21" x 10" fluor mounted mop basin with faucet at Janitor. Dishwasher: When required by the customer as an upgrade, dichwasher shall be ADA accessible. HVAC equipment. The lines shall bc no smaller than 3/1" diameter and shall be located under the roof unless prohibited by code. PVC condensate line may not be used. 15.1.8 SHUT OFF VALVE: Fumish and install a watcr lint shut off valve for thc Rc3troom3 in the toilet room wall, not above the ceiling, with an 8" x 8" stainless steel access panel. 15.1.9 MAIN WATER LINE: If a main domestic water line is not existing above the tenant space, furnish and install a 2" diameter copper water line at the roof installed above the bottom cord of the trusses, properly braced to avoid movement. At each future tenant space that the line crosses, install a 2" "1" with 2 " gate valve (one valve per storefront door). Extend the water line through the tenant 9 ( P ) 9 demising wall into the "down stream" adjacent tenant space with a 2" diameter gate valve. Furnish and install a 2" pressure reducing valve with an access panel at the water service entrance when required. 15.1.10 HOSE BIB: Provide onc rooftop host bib if not cxi3ting- (Freeze proof where required). 15.1.11 CLEAN -OUTS: Furnish and install a brass floor clean -out cover at the proper finished elevation as required. If the clean -out is in the warehouse area, fumish and install a cast iron heavy duty traffic rated cover. DIVISION 15 FIRE PROTECTION 15.2.1 DESIGN BUILD: The fire protection work shall be performed on a design -build basis. The design -build fire protection contractor shall furnish and install all modifications to the existing fire sprinkler system to meet all applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling areas. Upgrade of existing system shall conform with a class IV occupancy. In buildings with ESFR systems, maintain the necessary clearances from all obstructions. 15.2.2 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4" and 2 3" piping U.O.N. Schedule 5 pipe may not be used. 15.2.3 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be chrome, semi- recessed, with white escutcheons. When "second look" acoustical ceiling tiles are used, sprinkler heads shall be centered on the half tile. 15.2.4 HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire sprinkler system. 15.2.5 FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may be wall hung. 15.2.6 SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and booster pump. The pump must be turned off prior to causing any flow in the system. The pump must be tumed back on immediately after flow is complete each day. Hoses must be used to drain down the system to avoid staining of concrete and asphalt surfaces and damage to landscape areas. Contact the Owner's property manager prior to performing any work on the fire system, or deactivating the pump. DIVISION 15 I-IVAC work shall bc performed on a design build ba3i3. Thc design build HVAC contractor shall furnish and install a complete and operative HVAC system to meet all local and state codes. 15.3.2 PLANS: Provide HVAC plan3 for architect's and owner's review. 15. 3.3 WARRANTY AND SERVICE. Att work sha u a one year -pa and lubur warranty, a five year compressor part° warranty and a 90 day service contract from the date of project completion. day or local ASHRAE atandarda and codc requirement°, whichever i3 more Stringent. York. Unit° 3hall bc installed on a leveled, manufactured curb. All rooftop equipment shall bc seismically fastened to the structure. Side discharge units may not be used. Commercial grade heat pumps by Carrier (model TJQ), or Trent (model WCD) may -only be used in the Lai Vcga3 or Phoenix markets. When heat pumps are used, they must be installed with auxiliary strip heaters and single point wiring kits. Furnish and install economizers on all units larger than five tons and whenever required by the energy code. . . 1 . 1 . . It . .. . a glutam beam or girder, at or near a structural column, set beck from building edge to hidc them from sight. Framing for roof penetrations and supports for all roof top equipment mud be reviewed, approved and stamped by a Structural engineer. 15. 3.7 EVAPORATNC COOLER. Cvapurutlee cov lers when specified as a customer upgrade stall provide a • units or approved equals. Provide adequate relief venting to allow all doors within the tenant space to close properly. The cooler plenums shall be located midway between fire sprinkler lines and fire sprinkler hcada in building3 with ESFR building3. The plenum °, water supply lines and drain lines shall not encroach into thc building'° clear apace U.O.N. 15.3.8 CURBS /SLEEPERS: All mechanical units (HVAC units, evaporative coolers, and relief vents) shall bc located on roof and shall be installed with a self flashing, leveled, factory curb. Furnish and install 4 inch leg cant strips around all curbs. Absolutely no wood or metal sleepers may be used without permla3lon. 15.3.9 CONTROLS: The HVAC 3yatem 3hall bc connected to a digital programablc thermostat. All thermoatat3 1 . .. . . •• . .. . 1 . 1 .• . . . . installed in the warehouse, thc thermostat control should be mounted at thc some level as the bottom of the roof joist. 15.3.10 EXHAUST FANS: Furnish and install an exhaust fan in each toilet room and shower room (if room ceiling to the adjacent conditioned space. board. My exposed duct in a conditioned warehouse arca must be galvanized spiral 3hect metal. Final connections to the registers shall be made with a minimum 5' soft flex duct for sound for low pressure use. Plenums shall extend from the unit to the level of the horizontal branches. No . .. .• . If visible through thc grille. If the project is a remodel of an existing system, all abandoned ducting 1J.J.IL III IIN6J. AII wye branch r,t Inge sl,an nave volume aumpure ucking qua ran in main and branch ducts. The dampers shall be tagged for easy recognition. 15 313 GRILLES. All conditioned areas shall have a supply register and a ducted return rcgister. Transfer grills arc not permitted in the office area. Supply and retum air regi3tcr3 3hall bc white baked enamel 2'x2' with a perforated fact, flush mounted. Supply air regietcr3 shall have a 1 way blow. Rcstroom refstcrs can be 1'x2' if necessary. 15.3.14 FILTERS: Filters shall bc located at thc unit not at thc return register. Replace all existing filters after thc completion of thc construction. DIVISION 16 ELECTRICAL 16.1 DESIGN BUILD: Unless engineered electrical system drawings are included in the bid documents, the electrical work shall be performed on a design -build basis. The design -build electrical contractor shall furnish and install a complete and operative electrical system to meet all local and state codes. 16.2 PLANS: Provide electrical plans for architect's and owner's review. 16.3 ENERGY CALCS: Provide energy compliance code lighting calculations if required. 16.4 METER SECTION: Furnish and install an electrical meter section "bussed for future" sections if not existing. 16.5 PANELS AND TRANSFORMERS: The locations of the 277/480 volt electrical panel, the transformer, and the 120/208 volt electrical panel shall be approved by the owner. Typically these should be located on the office /warehouse wall adjacent to the toilet rooms. The electrical panels and transformer shall be sized to allow for a 25% increase in the number of circuits in the future. 16.6 OFFICE LIGHTING: Fumish and install 2'x4' three lamp lay -in fluorescent light fixtures with standard acrylic lens and T -8 lamps with electronic ballasts U.O.N., 50 foot candles minimum at 3' A.F.F. or as maximize the fixtures permitted by the local energy code but no less than two (2) fixtures per office. Wire one (1) light fixture near the exit doors to provide 24 hour lighting. 16 7 TOILET ROOM LIGHTING. Fumish and inblall three 1'x4' surface mounted fluorescent light fixturcwith wrap around acrylic lenses. (For Portland Arca. Furniah and install install a 6" recessed fluorescent light over lavatory and each fixture. 16.8 WAREHOUSE LIGHTING: Install 2x4 or 1x8 (6) lamp T -8 or T -5 fluorescent high bay fluorescent () P 9 Y fixtures or linear fluorescent microbay fixtures as manufactured by Cooper Lighting to achieve an average 20 foot candles of maintained light measured at 30" A.F.F. in the warehouse space prior to installation of racking. Wire a minimum of one (1) light fixture near each of the exit doors and office / warehouse doors to provide 24 hour lighting. All fixtures shall be hung on cable "Y" hangers. All fixtures shall be bi -level switched and installed with 15 feet of flex conduit. Light fixture placement is critical in buildings with an ESFR fire sprinkler system so that proper clearances are maintained. Locate light fixtures midway between ESFR sprinkler heads or midway between sprinkler lines. Variations from this layout necessary to accommodate the tenant's racking must meet fire code requirements. 16.9 OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel or cast type boxes. 16.10 RECEPTACLES: Furnish and install two (2) 110V duplex receptacles and one (1) telephone "ring and string" in each office. 16.11 DEDICATED RECEPTACLES: Furnish and install a dedicated 110 volt fourplex outlet at the telephone board and two dedicated 110V outlets at the coffee bar. 16.12 GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room. Install GFI receptacles wherever required by code. 16.13 WAREHOUSE SWITCHING: The warehouse lighting must be controlled from light switches at the office /warehouse door or other owner approved location, not at the electrical panel. 16.14 ELECTRICAL CONDUIT / CONDUCTOR MATERIAL All conduit shall be EMT. MC cable may be used in lieu of EMT where permitted by code. Romex may not be used. All conductors must be copper. 16.15 CONDUIT INSTALLATION: All conduits in areas without ceilings shall be installed at or above the bottoms of the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls floors and ceilings. No conduit may be installed below the slab or on top of the roof without the owner's written permission. .. . :: -": .. . ...... .. ... . ... plywood telephone backboard for mounting cuatomer'3 electrical or telephone equipment. 16.17 TRIM COLOR: All light switches, outlets and electrical trim shall be white. 16.18 LABELING: Label all panels, control points, switches, and motors as directed. Panels shall be identified by panel number. Switches shall be labeled indicating the equipment which they control. Typed (circuit) panel directories are to be supplied and installed ro -338 REMOVED FOR CEDE COMPLIANCE DEC 2.2 2010 City OiTutwila 1 MI MS S n afro .' RECEIVED DEC 0 9 2010 PERMIT CENTER REVISIONS. co z w 0 N Z ANDOVER EAST BUSINESS CENTER J5:e 0 J M5 W co w am). 0) UJ C A •t CL J EC W 0 F- 0 z Romi 0 T" REGISTEREL ARCHITECT KAT RYN M CRAFT 5TATt (OF WASHINGTO C a r c h t e c t s PROJECT NO. 10-318.06 SHEET TITLE PROLOGIS SPECIFICATIONS DRAWN BY. KEW CHECKED BY. KCR n_ OS I A M A ■ ItIffrrI/ ULU Ontf The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510- 656 -1900 Fax' 510 - 661 -4033 DATE. 12/09/10 SHEET. A10.1