Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D10-342 - PROLOGIS - PARTITION DEMOLITION
PROLOGIS 1083 ANDOVER PK E D10-342 City off u kwila 1 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: 1083 ANDOVER PK E TUKW Suite No: Project Name: PROLOGIS DEVELOPMENT PERMIT Permit Number: D 10 -342 Issue Date: 12/28/2010 Permit Expires On: 06/26/2011 Owner: Name: PROLOGIS TLF ANDOVER LLC Address: 2235 FARADAY AVE #O , 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: DEMOLITION OF PARTITIONS WITHIN AND EXISTING OFFICE SPACE AND PARTIAL REMOVAL OF ACOUSTICAL CEILING. REVISION 1: DEMOLITION OF ADDITIONAL PARTITIONS WITHIN OFFICE SPACE. REPLACE EXSITING RESTROOMS WITH (2) NEW ADA COMPLIANT RESTROOMS. NEW INTERIOR PARTITIONS FOR COFFEE BAR. Value of Construction: $44,350.00 Fees Collected: $1,460.87 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10 -342 Printed: 04 -20 -2011 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. Start Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature N Date: End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: I hereby certify that I have read and -x. ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie •. 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: // This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. doc: IBC -7/10 D10 -342 Printed: 04 -20 -2011 7: All rack storage requires a separate pe sued through the City of Tukwila Permit CAD Rack storage over 8 -feet in height shall be anchored or braced to pre overturning or displacement during seism ents. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: 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. 9: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 18: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 19: 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) 20: 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). 21: 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) 22: 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) 23: 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) 24: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot doc: IBC -7/10 D10 -342 Printed: 04 -20 -2011 be completely avoided, means shall be prod to indicate the locations of the extinguish IFC 906.6) 25: 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) 26: 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) 27: 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) 28: 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) 29: 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) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: 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. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -342 Printed: 04 -20 -2011 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht0://www. ci. tukwi la. wa. us Parcel No.: 2623049106 Address: 1083 ANDOVER PK E TUKW Suite No: Project Name: PROLOGIS DEVELOPMENT PERMIT Permit Number: D10-342 Issue Date: 12/28/2010 Permit Expires On: 06/26/2011 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: DEMOLITION OF PARTITIONS WITHIN AND EXISTING OFFICE SPACE AND PARTIAL REMOVAL OF ACOUSTICAL CEILING Value of Construction: $9,350.00 Fees Collected: $464.52 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -342 Printed: 12 -28 -2010 Permit Center Authorized Signature: • Date: 1- -)-8 -'(0 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: JFYn /t ^/ Date: /z /Zc�i /l C) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Thkwila 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: 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. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. doc: IBC -7/10 D10 -342 Printed: 12 -28 -2010 14: Maintain coverage and operability of Al, le fire extinguishers, sprinkler systems and alarm systems during demolition and construction. 15: 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) (ITC 104.2) 16: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -342 Printed: 12 -28 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://vvww.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION'; King Co Assessor's Tax No.: 2623049106 Site Address: 1083 Andover Park East Tenant Name: Suite Number: New Tenant: Floor: m Yes ❑ .. No Property Owners Name: ProLogis Mailing Address: 47775 Fremont Boulevard, Fremont, California 94538 City State Zip CONTACT PERSON -- who do e contact when your permit is ready to be issued Name: Kathy Craft Mailing Address: 2505 3rd Ave. Suite 324 E -Mail Address: kathy @craftarchitects.com Day Telephone: Seattle WA City Fax Number: (206) 720 -7001 State 98121 Zip 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 E -Mail Address: jamie@poeconstruction.com Auburn, WA 98001 City State Day Telephone: (253) 833 -2400 Fax Number: Contractor Registration Number: Expiration Date: Zip ARC ITECT OF RECORD — All, plans must be stamped by Architect of Record Company Name: Craft Architects Mailing Address: 2505 3rd Ave. Suite 324 Seattle WA 98121 Contact Person: Kathy Craft E -Mail Address: kathy@craftarchitects.com City State Day Telephone: (206) 720 -7001 Fax Number: Zip ENGINEER OF RECORD All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: \ Applications \Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 9,350.00 Existing Building Valuation: $ 2,893,000.00 Scope of Work (please provide detailed information): Demolition of partitions within an existing office space and partial removal of acoustical ceiling. Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. ' rovide 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: m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Saf y 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\2010 Applications \7 -2010 - Permit Appiicalion.doc Revised 7 -20111 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is` Floor 10,208 10,208 0 0 IIIB B /S1 2 "d Floor 3rd Floor Floors thin Basement Access() Access 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: m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Saf y 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\2010 Applications \7 -2010 - Permit Appiicalion.doc Revised 7 -20111 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R AUTHORIZED AGENT: Signatur �� Print Name: JA/V1/ e //3 1 Mailing Address: /Y19 GJ 14.enLFy cd i IDate Application Accepted: o Day Telephone: /o3 uf.A) City Date Application Expires: n I [Q- 1 H:\Applications \Fortes- Applications On Line\2010 Applications \7 -2010 - Permit Applicalion.doc Revised: 7 -2010 bh Date: /2//,3!/ rJ '33 - &,33 —ZVGAU State 91U/ Zip Staff Initials: Page 6 of 6 • 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: 1083 ANDOVER PK E TUKW Suite No: Applicant: PROLOGIS RECEIPT Permit Number: D10 -342 Status: ISSUED Applied Date: 12/13/2010 Issue Date: 12/28/2010 Receipt No.: R11 -00760 Initials: User ID: JEM 1165 Payment Amount: $996.35 Payment Date: 04/20/2011 09:29 AM Balance: $0.00 Payee: POE CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 098483 996.35 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES 000.322.100 603.85 000.345.830 392.50 Total: $996.35 doc: Receiot -06 Printed: 04 -20 -2011 • J�`N1LA'wq� 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: hap : //www ci. tukwila. wa. us Parcel No.: 2623049106 Address: 1083 ANDOVER PK E TUKW Suite No: Applicant: PROLOGIS RECEIPT Permit Number: Status: Applied Date: Issue Date: D10-342 APPROVED 12/13/2010 Receipt No.: Initials: User ID: Payee: R10 -02573 WER 1655 Payment Amount: $283.30 Payment Date: Balance: 12/28/2010 02:57 PM $0.00 JAMON NESS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. FINANCE ACCOUNT ITEM LIST: Description 283.30 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $283. :1 Inc RAe ,int -(1R 278.80 4.50 City of Tukwila Tukwila, WA Southcenter Blvd., \� 1 Finance Department \� 1036201 -1 12/28/2010 BR1 T108 77 D278.801 D DG 03:01PM DCD Permits Plus 77 $27 - General Fund ID: PROLOGIS JAMON NESS Secondary ID: 78 $4.50 DCDOTH - DCD Permits Plus - Other Funds 2 ITEM(S): TOTAL: $283.30 Visa PAID $283.30 www.ci.tukwila.wa.us 206 - 433-1835 A 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: 1083 ANDOVER PK E TUKW Suite No: Applicant: PROLOGIS RECEIPT Permit Number: D10-342 Status: PENDING Applied Date: 12/13/2010 Issue Date: Receipt No.: R10 -02490 Payment Amount: $181.22 Initials: JEM Payment Date: 12/13/2010 04:00 PM User ID: 1165 Balance: $283.30 Payee: JAMON NESS, POE CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 009268 ACCOUNT ITEM LIST: Description 181.22 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 181.22 Total: $181.22 doc: Receiot -06 Printed: 12 -13 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 L is Project: /9/20 LOGS Type of Inspection: r- /ri il L Address: � � A/1:43 �� Date Called: Special Instructions: /g Date Wanted: — Zy — // CIO p.m. Requester:` C A' icy Phone No: 206 1— O2&S jpproved per applicable codes. Corrections required prior to approval. ' COMMENTS: f P'4 i1tAl., p k/—//----,Ai r- .s Irf pecto Date: Z8-/ ° EJNSPECTION FEE REQUI ED. Prio o next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �� X 342_ Retain a copy with permit INSPECTIO NO. PERMIT NO. A A CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431-2451 P ct: 1 r-OGOCS Type-of Inspection: h A c Address: o & 3 t km v _e Called: Special Instructions: ,1e c Qdl A JA... (E'SVd a ' S 44 ,� A� Date Wanted: �a� �— IS�r( p.m. Requester: peMS Phone No:(0 _ , 5' — Q Q ps Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 0-- s e r'. cJ (� hl): C p el ` A-.3 R Inspector: REINSPECTION FEE REQUIRED Date: _ 4 J rior to next inspection. fee must be y paid at 6300 Southcenter Blvd.. quite 100. Call to . schedule reinspection. 0 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/6-3‘1- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: IbjS Type of Inspection: F f- I Address: /0S% Ah16- eh, E Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fi ok Needs Shift Inspection: i' Sprinklers: Y Fire Alarm: A) Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: %? Inspector: 1 I Date: (_02 t -j / Hrs.: $100.00 REIINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • INSPECTION. NUMBER .... - ... . . . _ • ti INSPECTION RECORD Retain a copy with permit Ol0 PERMIT NUMBERS 4F CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: �rol b ' S,� Fire Alarm: Type of Inspection: 5 vL (ue,. Address: 1 V 8 3 Suite #: A. h,d,� , _ Pk . C Contact Persoh: C I, i <- Special Instructions: Phone No.: ',k,c,_�3I- OD- Ys nApproved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: C7 v_ 4 o tat, Monitor: Pre -Fire: A' , sr•,- .1/�.r k".1(.31.-1#‹. 4 $ O� pi-01 4_, f p4y� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: -- Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1l I Date: 5 -I3- i ( Hrs.: r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • 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: 04/06/2011 Plan ChecWPermit Number: D10-342 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # trv°F • Revision # 1 after Permit is Issued APp� ❑ Revision requested by a City Building Inspector or Plans Examiner APR 0 6 2011 Project Name: ANDOVER EAST BUSINESS CENTER 1083 rEpa C7ER Project Address: 1083 ANDOVER PARK E, TUKWILA, WA 98188 Contact Person: Kathy Craft Phone Number: (206) 720 -7001 Summary of Revision: Demolition of partitions within an existing office space. Replace existing restrooms with (2) new ADA compliant restrooms. New interior partitions and coffee bar with sink. Mieol uA6Pt%nn *Do° ;v, oq,9.02 Nt/w Sheet Number(s): T1.1, T1.2, A1.0, A2.0, A10.1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications \Form' - Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 •tLHIVIII wunu UPI • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -342 DATE: 04/06/11 PROJECT NAME: PROLOGIS SITE ADDRESS: 1083 ANDOVER PK E Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued EPART ENTS: _ �1 uilding i i ion II Public Wor- ks'3y`I Fire Prevention Structural Planning vdiv- ision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete xt, Comments: '' Incomplete n DUE DATE: 04/07/11 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 CA Structural Review Required n REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 05/05/11 Not Approved (attach comments) n 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 -342 PROJECT NAME: PROLOG IS SITE ADDRESS: 1083 AN DOVER PK E DATE: 12/13/10 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: io a 1,0 t B g vivision Pu tc WorkSS Fire Prevention Structural P � io Zt I PI nnmg Ivlslon ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: DUE DATE: 12/16/10 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: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01/13/11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: ► I0 ', SITE ADDRESS: PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG PP-342- (2-4110 `bo REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN IALS 1 O'U(oU 'LI Summary of Revision: 17A3 t1 Summary of Revision: OLI fi1QN O f `DDS -0 Wk .1c,-retAu lo1J, t2 ADD A- V,fSTh?OMS -11 ooh Received by:3 4a /C ,'/, s S 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: (please print) Contractors or Tradespeople Prjier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 $1,000,000.00 04/21/2008 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 $1,000,000.00 04/19/2006 25 TRAVELERS INDEMNITY CO KC08400088 05/01/2005 05/01/2006 $1,000,000.00 04/07/2005 https: // fortress .wa.gov /lni/bbip/Print.aspx 12/28/2010 ABBREVIATIONS V 0 1 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 EM ER 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 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 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 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 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 C1.49 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 ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN OFFICE 102 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 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 WRIIILN 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. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT'=: Revisions will require a new plan submittal and may include additional plan review tees. PROJECT DIRECTORY ARCHITECT /CONTACT: ARCHITECT OF RECORD: OWNER: GENERAL CONTRACTOR: VICINITY MAP CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, STE. 324 SEATTLE, WASHINGTON 98121 KATHRYN M. CRAFT PROLOGIS 47775 FREMONT BOULEVARD FREMONT, CALIFORNIA 94538 POE CONSTRUCTION 1519 W VALLEY HWY N #103 AUBURN, WA 98001 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: FAX: KATHY CRAFT (206) 720 -7001 KATHY@CRAFTARCHITECTS.COM KEN SUN (510) 661 -4027 KSUN @PROLOGIS.COM JAMIE NESS (253) 833 -2400 JAMIE@POECONSTRUCTION.COM ARCHITECTURAL SITE PLAN NORTH 1 = 60' PROJECT INFORMATION 1083 ANDOVER PARK EAST TUKWILA, WA 98188 •F D A ANGS T1.1 GENERAL INFORMATION T1.2 ACCESSIBILITY GUIDELINES A1.0 DEMOLITION PLAN A2.0 FLOOR PLAN, ELEVATIONS AND DETAILS A10.1 PROLOGIS SPECIFICATIONS TAX PARCEL # 2623049106 LEGAL DESCRIPTION REVISIONS' 04/01/11 PERMIT REVISION F!:. E COPY Permit No. PIRr} review approval is subject to errors and omissions. ,:7‘10,1 o construction documents does not authorize .,3 atian cat any adopted code or ordinance. Receipt Qi 1 pproved Fier. �y and conditions is acknowledged: ! By 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 ANDOVER PARK EAST CODE /ZONING INFORMATION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: ACTUAL FLOOR AREAS: OFFICE (B) WAREHOUSE (S -1) TOTAL ACTUAL FLOOR AREA: OCCUPANCY LOAD: (SEC. 1004.1 TABLE 10 A) OFFICE WAREHOUSE TOTAL OCCUPANCY LOAD TUC 2009 IBC TENANT IMPROVEMENT B (OFFICE) /S -1 (WAREHOUSE) IIIB FULLY SPRINKLERED 2,469 SQ FT 7,739 SQ FT 10,208 SQ FT 2,469 SQ FT / 100 7,739 SQ FT / 500 = 25 = 15 10,208 SQ FT EXIT REQUIREMENTS: (SEC. 1019 TABLE 1019.1 & 1019.2) NUMBER REQ'D NUMBER PROVIDED NEW OFFICE EXISTING WAREHOUSE 1 2 2 = 40 SEi: t' A1'E PERMIT REQUIRED FOR: lileGethanical ertlecMcal mbinp teas Piping City of Tukwila BOLDING DIVISION City Of lUkwila WILDING DIVISION REVIEWED FOR ODE COMPLIANCE APR 1 u,1 A-7 u42, City of Tukwila 8UILDINIP, r11mI(w REVISIO\ N0. 1 PROJECT DESCRIPTION DEMOLITION OF PARTITIONS WITHIN AN EXISTING OFFICE SPACE, REPLACE EXISTING RESTROOMS WITH (2) NEW ADA RESTROOMS AND BREAK ROOM WITH SI K. PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. PLUMBING FIXTURE REQ'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. RECEIVED CITv ()F TUKWILA ^ 0 0 2011 4514 PERMIT CENTER I (i) cc W H Z W V N N W Z N H N W cc W 0 Z 7052 C7 Z -J CO WNCC CC 0. W 0 Z M O T CO CO <4. -J H REGISTERED ARCHITECT Y N M C R A E F STAWON PROJECT NO. 10 -310 SHEET TITLE. GENERAL INFORMATION DRAWN BY. SHW CHECKED BYE KCR noun II/ ,.l'r* 11■11 • �' r I V L U8 I OTM The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510- 656 -1900 Fax' 510-661 -4033 DATE' O4/O1/11 SHEET. T1.1 302/303 FLOOR SURFACES & CHANGES IN LEVE(, ANSI 303 - CHANGES IN LEVEL (REFERENCE DETAIL. 5.1) A. Changes in level up to 1/4" may be vertical and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. Detail 5.1 ANSI 302.2 - 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 pile thickness shall be 1/2. Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI 302.3 - 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 so that the long dimension is perpendicular to the dominant direction of travel. 305 CLEAR FLOOR SPACE ANSI 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 307 ismiumasams (REFERENCE DETAIL 4.4.1 & 4.4.2) ANSI 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27" -BO" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" -80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. Detail 4.4.1 1 Detail 4.4,2 406 CURB RAMPS continued If x Is Tess than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:1 -t' Adjoining Slope Shall 7Not Exceed 1:20 Flared side 1:10 Max. slope Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 36" Min. 308 & 309 CONTROLS AND OPERATING PARTS ANSI 30B - HEIGHT (REFERENCE DETAIL 4.30.3) A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have 36" clear floor width. B. Unobstructed side approach - 46" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have 60" clear floor width. C. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. ANSI 309 - OPERATION Operable parts shall be operable with one hand and shall not require tight grasping, pinching,k or twisting of the wrist. The force required to activate operable parts hsali be 5.OIbs maximum. IBC with WA STATE AMENDMENTS 1101.2.10 - CONTROL SWITCHES Manually operated control switches shall comply with ANSI Section 309, except they shall be placed 32" minimum and 40" maxiumum above the floor. The clear floor space adjacent to the control switch shall be located beyond the arc of the door swing and centered on the control switch. 403 ACCESSIBLE ROUTE - WALKING SURFACES IBC 1104 - LOCATION A. At least one accessible route shall be provided from public trans- portation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. B. Pedestrian route connections shall be clearly demarked where it crosses drive aisles. Method of demarkation shall match exisitng in shopping center. painted striping ANSI 403.5 - WHEELCHAIR PASSAGE WIDTH A. The minimum clear width for single wheelchair passage shall be 32 at a point for a max. length of 24" and 36" continuously, per Table 403.5 (below). BC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with ANSI Table 403.5 (above). For exterior routs of travel, the minium clear width shall be 44 ". ANSI 403.5.2 - PASSING SPACE 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. B. The minimum clear width for two wheelchairs to pass is 60" ANSI 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI 403,3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 406 CURB RAMPS 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 minimum width of a curb ramp shall be 36', exclusive of flared sides. ANSI 406.3 - 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 sides; the maximum slope of the flare shall be 1:10 Curb Ramp Parallel to Curb 1:12 Max. slope Detail 4.7 Location of Typical Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If Slope is 1:20 or less no contrasting color or texture is required ANSI 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have retumed 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" minimum clear space outside active traffic lanes of the roadway. 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 and 36" minimim wide 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 404.2.2 and 404.2.3 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 door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48° min width & 0" beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42' min. beside strike edge Hinge side approach push side - 42" min. width & 22 min. beside hinge edge (48"min. width if door has both a closer and a latch) C. 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 ush side - 42" min. width and 24" min. beside strike edge (448"min. width if door has a closer) ANSI 404.2.4 - THRESHOLDS AT DOORWAI5 A. Maximum threshold height: 1/ Raised thresholds and floor level chrnges 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. 1. 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 from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48' above finished floor. ANSI 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged, sliding or folding door. 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. Interior sliding or folding doors: 5.0 Ib. max. 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. 602 DRINKING FOUNFMNS ANSI 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. r L Forward Approach 603 TOILET ROOM ANSI 603.2.3 - DOORS 1. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI 603.2 - CLEAR FLOOR SPACE A. The accessible fixtures and controls required in 4.22.7 shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the tuming space may overlap, however, the only turning space provided shall not be located within a stall. ANSI 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 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 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40' maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CLOSETS & TOILET COMPARTMENTS ANSI 604.3 - 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. 56' MIN. 12" HOLD ID L ° 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 retum to a lifted position. ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16, 4.16.2 & 4.16.3) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor. 1. Side wall horizontal: 42" long minimum, hold 12" min. from back wall. 2. Side wall vertical: 18" high minimum, hold 39" min. from back wall. 3. Back wall: 36" long minimum, 12" minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. ANSI 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) A. Controls shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide and open side of toilet areas, Except in ambulatory accesisble compartments - refer to IBC, WA State Amendments, section 1101.2.7. 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 5Ibf. ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, and shall be 7" -9" maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 " -48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 2. Operable parts shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. 3. The force required to activate operable parts shall be 5 pounds max. 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 36" wide with an outward swinging, If- closing door and parallel grab bars shall be provided. Water closets in such stalls shall comply with detail 4.16. Detail 4,16,2 ANSI 605 - URINALS 36" MIN Locate nueh controls on wide aide Detail 4.16.3 ANSI 605 - URINALS A. If urinals are provided, then at least one shall comply with detail 4.18. TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAIL 12.3.1) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 14" from the wall. TAS SEC110N 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.1) A. A clear floor space 30" wide by 48° deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. TAS SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.2) A. Controls shall be 44" maximum above the finished floor. 1. Controls shall be hand operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 8^b E� M Detail 4.181 L 48" MIN. 14" MIN Detail 4.18.2 Ib.. 606 LAVATORIES ANSI 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9° minimum shall be provided for the full depth of the lavatory. ANSI 606 - DEPTH A. Each sink shall be a maximum of 6 -1/2" deep. 8" Min ax. Detail 4.19,1 clear floor space Mid 19" 48" Min. Detail 4.19.2 ANSI 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold 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 twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib.. C. 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 10 seconds minimum. ANSI 606.7 - 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 nd shall comply with detail 4.27 - (Controls & Operating Mechanisms). ANSI 606.7 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table 606.7 (below). Maximum MINIMUM SEGMENT LENGTH SEGMENT WIDTH less than or equal to: 24 32" greater than: 24 _ 36- BC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with ANSI Table 403.5 (above). For exterior routs of travel, the minium clear width shall be 44 ". ANSI 403.5.2 - PASSING SPACE 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. B. The minimum clear width for two wheelchairs to pass is 60" ANSI 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI 403,3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 406 CURB RAMPS 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 minimum width of a curb ramp shall be 36', exclusive of flared sides. ANSI 406.3 - 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 sides; the maximum slope of the flare shall be 1:10 Curb Ramp Parallel to Curb 1:12 Max. slope Detail 4.7 Location of Typical Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If Slope is 1:20 or less no contrasting color or texture is required ANSI 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have retumed 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" minimum clear space outside active traffic lanes of the roadway. 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 and 36" minimim wide 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 404.2.2 and 404.2.3 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 door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48° min width & 0" beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42' min. beside strike edge Hinge side approach push side - 42" min. width & 22 min. beside hinge edge (48"min. width if door has both a closer and a latch) C. 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 ush side - 42" min. width and 24" min. beside strike edge (448"min. width if door has a closer) ANSI 404.2.4 - THRESHOLDS AT DOORWAI5 A. Maximum threshold height: 1/ Raised thresholds and floor level chrnges 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. 1. 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 from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48' above finished floor. ANSI 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged, sliding or folding door. 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. Interior sliding or folding doors: 5.0 Ib. max. 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. 602 DRINKING FOUNFMNS ANSI 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. r L Forward Approach 603 TOILET ROOM ANSI 603.2.3 - DOORS 1. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI 603.2 - CLEAR FLOOR SPACE A. The accessible fixtures and controls required in 4.22.7 shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the tuming space may overlap, however, the only turning space provided shall not be located within a stall. ANSI 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 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 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40' maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CLOSETS & TOILET COMPARTMENTS ANSI 604.3 - 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. 56' MIN. 12" HOLD ID L ° 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 retum to a lifted position. ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16, 4.16.2 & 4.16.3) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor. 1. Side wall horizontal: 42" long minimum, hold 12" min. from back wall. 2. Side wall vertical: 18" high minimum, hold 39" min. from back wall. 3. Back wall: 36" long minimum, 12" minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. ANSI 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) A. Controls shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide and open side of toilet areas, Except in ambulatory accesisble compartments - refer to IBC, WA State Amendments, section 1101.2.7. 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 5Ibf. ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, and shall be 7" -9" maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 " -48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 2. Operable parts shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. 3. The force required to activate operable parts shall be 5 pounds max. 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 36" wide with an outward swinging, If- closing door and parallel grab bars shall be provided. Water closets in such stalls shall comply with detail 4.16. Detail 4,16,2 ANSI 605 - URINALS 36" MIN Locate nueh controls on wide aide Detail 4.16.3 ANSI 605 - URINALS A. If urinals are provided, then at least one shall comply with detail 4.18. TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAIL 12.3.1) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 14" from the wall. TAS SEC110N 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.1) A. A clear floor space 30" wide by 48° deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. TAS SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.2) A. Controls shall be 44" maximum above the finished floor. 1. Controls shall be hand operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 8^b E� M Detail 4.181 L 48" MIN. 14" MIN Detail 4.18.2 Ib.. 606 LAVATORIES ANSI 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9° minimum shall be provided for the full depth of the lavatory. ANSI 606 - DEPTH A. Each sink shall be a maximum of 6 -1/2" deep. 8" Min ax. Detail 4.19,1 clear floor space Mid 19" 48" Min. Detail 4.19.2 ANSI 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold 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 twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib.. C. 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 10 seconds minimum. ANSI 606.7 - 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 nd shall comply with detail 4.27 - (Controls & Operating Mechanisms). ANSI 606.7 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table 606.7 (below). Maximum o.5 2' 5 r 9" 11" Reach Depth Maximum •401. -4eL 4£1. Oar 36" 34" Reach Height 40' 40' 4 f IBC with WA STATE AMENDMENTS 1101.2.7 - OPERABLE PARTS A. Operable parts on drying equipment, towel or cleansing product dispensers and disposal fixtures shall comply with ANSI Table 606.7 (above), except the maximum reach height shall be 40" for reach depths Tess than 6". mamma DEPTH (REFERENCE DETAIL 4.25.1) A. Storage areas may be 36' in depth or less. If more than 36" in depth then area must allow 60' diameter of clear floor space for turning. ANSI 905.2 - CLEAR FLOOR SPACE: (REFERENCE DETAIL 4.25.2) ANSI 905.3 - HEIGHT (REFERENCE DETAIL 4.25.3 & 4.25.4) 308.2.1 Where a forward reach is unobstructed, the high forward reach shall be 48" maximum and the low forward reach shall be 15" minimum above the floor. 308.2.2 Where a side reach is provided, accessible storage spaces shall be 48" maximum and 9" minimum A.F.F. Maximum height shall be 48" for an unobstructed side reach and 15" minimum AFF. For side reach over an obstruction, maximum height shall be 46' and maximum depth 24 ", or maximum height of 34" and depth of 24". A. Clothes rods or shelves shall be a maximum 54" above floor where a side reach is required. B. Where the distance from the wheelchair to the clothes rod or shelf exceeds 1O" (as at closets with inaccessible doors) the following criteria shall be met: 1. Shelves: Reach: 21" maximum; height: 48' maximum, 9" minimum. 2. Clothes rods: reach 21" maximum; height: 48' maximum. ANSI 309 - 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. to vl ANY AMOUNT Detail 4.25.1 Detail 4.25.3 Detail 4.25.4 609 GRAB BARS ANSI 609.3.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1 -1/4" to 1 -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 A. Grab bars and mounting devices shall meet the following requirements: 609.8 Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. 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. 2. 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. 3. 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. 609.6 Grab bars shall not rotate within their fittings. ANSI 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. 502/503 PARKING AND PASSENGER LNG ZONES ANSI 502 - PARKING SPACES A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be 132 minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) ANSI 502.7 - SIGNAGE A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designatred. B. Characters and symbols on such signs shall be located 60" minimum above the ground. ANSI 503.5 - 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 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. 702 ALARMS ANSI 702.1 - 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 9 a areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. NFPA 72 - 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 with a duration of 60 seconds by dba, whichever is louder. y B. Sound levels for alarm signals shall not exceed 120 dba. NFPA 72 - 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 (i.e. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two - tenths of one second with a maximum 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 75 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. 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 maximum 100' apart, in lieu of suspending appliances from the ceiling. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). 8. No place in common corridors or hallways shall be more than 50' from the signal. V ON NOI-L. 7111.52160E 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 3. Finish 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. ANSI 703.2.4 & 703.2.5 - CHARACTER PROPORTION (REFERENCE DETAIL 4.30.2) Height: The uppecase letter "f' shall be used to determine the allowable height of all characters of a font and shall be a minimum of r and 2" maximum. EXCEPTION: Where separate tactile and visual characters with the same information are provided, the height of the tactile upper case letter "I" shall be permitted to be r minimum. ANSI 703.2.4 & 703.2.5 - CHARACTER PROPORTION (CONT.) A. Width: The uppercase letter "0" shall be used to determine the allowable width of all characters of a font, and shall be 55% min. and 110% max. of the height of the uppercase "P of the font. 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 70" A.F.F., character size shall be 2" minimum plus i" per foot of viewing distance above 15 feet. 2. The minimum height is measured using an upper case letter 3. Lower case letters are permitted. ANSI 703.4 - TACTILE, BRAILLE, & PICTOGRAMS A. Letter and numerals shall be raised 1/32', upper case, sans serif and shall be accompanied by grade 2 Braille. 1. Raised character height: " minimum to 3" plus r per foot of viewing distance above 21 feet. 2. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 3. The border dimension of the pictogram shall be 6" min. in height. ANSI 703.3.12 - FINISH AND CONTRAST A. Characters and their background shall have a nonglare finish. characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. ANSI 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.3) A. Characters and their background shall have a nonglare finish. characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. 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. C. Tactile characters shall be 48' minimum above the floor, measured to the baseline of the lowest tactile character and 60" maximum above the floor, measured to the baseline of the highest tactile character. 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. IBC with WA STATE AMENDMENTS 1101.2.9 - INTERNATIONAL SYMBOL OF ACCESSIBIL1IY A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. C�. International Symbol of Accessibility Detail 4.30.1 Light switch Thermostats, Etc. Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised 1/32", upper case, sans serif or simple serif type and shall be accompanied with grade 2 Braille, raised characters shall be at least 5/8" - 3" high plus 1/8' per foot of viewing distance above 21 feet. Detail 4.30.2 8" MAX Detail 4.30.3 804 KAtHENS AND KtTCFENEI1ES ANSI 804.6.6 - REFRIGERATOR /FREEZER REVISIONS. 04/01/11 PERMIT REVISION REVIEWED F CODE COUTPLIA PMOVED APR 19'hill City of Tukwila 3UILDIfrir, nlhllisIrv» Convenience Outlets RECEIVED Data, Tel., Etc. CITY OF TUKW ILA APR 061011 7052 V AFT eTON C� Z J CO Ncc cc co w a w 0 Z O REGISTERED ARCHITECT C ar c h i PROJECT NO. 10-310 e c t s SHEET TITLE. ACCESSIBILITY GUIDELINES R -�- CENR DRAWN BY. SHW CHECKED BY. KCR Combination refrigerators and freezers shall have at least 50% of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to a refrigerator /freezer, shall be provided. Th e centerline _d4Ii. of the clear floor space dh se be offset 24 inches (610 mm) maximum from the SAWIII■ O a MA ANNA centerline of the dedicated space. simuil ,, Arm-, UL U5,ZIOTM 902 DINING SURFACES & WORK SURFACES ANSI 902.2 - 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 SPACE B. If seating for people in wheelchairs is provided at fixed tables or counters, knee space at least 27" high, 30" wide and 19" deep shall be provided. ANSI 902.3- HEIGHT OF TABLES OR COUNTER C. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. bto - 3qZ The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510- 656 -1900 Fax' 510-661 -4033 DATE. 04/01/11 SHEET. T1.2 104' -0" 5T-0" 52' -0" EXIST. WAREHOSUE 109 EXIST. WAIT /RECEPTION 100 EXIST. OPEN OFFICE 103 IoI EXIST. EXIST. f __ 102 EXIST. OFFICE 101 10 RR 1051 EXIST. OFFICE 107 EXIST. ELEC. 108 NORTH DEMOLITION PLAN 1/8" = 1' -0" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL FLOORS TO BE PREPARED TO RECEIVE NEW FINISH, CONCRETE SLAB RESEALED WHERE SAW -CUT AND PATCHED 3. REMOVE ALL EXISTING TILE, LAMINATED WOOD, AND CARPET FLOORING. 4. REMOVE ALL ITEMS MOUNTED TO WALLS OR WINDOWS, PATCH AS REQ'D 5. REMOVE ALL CROWN MOLDING. REPAIR /REPLACE BROKEN CEILING GRID 6. REMOVE ALL SECURITY EQUIPMENT THRU -OUT THIS SPACE. LEGEND: EXIST. PARTITION / ELEMENTS TO BE REMOVED • EXIST. DOCK -HIGH OVERHEAD DOOR KEY NOTES: O 1. NOT USED 2. REMOVE SIGNAGE 3. NOT USED 4. REMOVE SINK, BASE, AND UPPER CABINETS, CAP PLUMBING INSIDE PARTITION AND PROVIDE ACCESS PANEL 5. REMOVE EXHAUST FAN 6. NOT USED 7. REMOVE +1- 5' HIGH LIGHT SWITCH 8. NOT USED 9. NOT USED 10. REMOVE WALL MOUNTED PLYWOOD & CONDUIT; RECESS ELECTRICAL 11. REMOVE EXISTING UTILITY SINK 12. NOT USED 13. NOT USED 14. NOT USED 15. NOT USED 16. NOT USED 17. NOT USED 18. NOT USED 19. REMOVE SAW HORSES 20. REMOVE INSULATION STORED ON ROOM IN WAREHOUSE 21. REMOVE WALL MOUNTED PLYWOOD 22. REMOVE PALLETS 23. REMOVE OUTLETS, J -BOXES & CONDUIT & RETURN TO PANEL 24. REMOVE ALL DATA LINES TO OFFICE SPACE 25. REMOVE EXISTING WHSE LIGHTS. 26. NOT USED 27. REPAIR ALL LOOSE INSULATION AND VAPOR BARRIER IN EXISTING PARTITIONS & UNDERSIDE OF ROOF 28. NOT USED 29. NOT USED 30. NOT USED REVISIONS' 04/01/11 PERMIT REVISION 7052 1083 ANDOVER PARK EAST, BUILDING A co co r a J REGISTERED ARCHITECT TATE M CRAFT SHINOTON REVSONNOt C h , � e c t = 31. REMOVE CARDBOARD & PATCH ROOF 32. NOT USED 33. NOT USED REVIVED FOR CODE COMPL rIOVFD 1,) 2.0,1 City of Tukwila BU1LDIN nalicl� �� bto-- Y(2_, RECEIVED CITY OF TUK'MLA APR 0 0 2011 PERMIT CENTER PROJECT NO. 10 -310 SHEET TITLE. DEMOLITION /FLOOR PLAN DRAWN BY. SHW CHECKED BY' KCR I %viii• �MAI AIM ■A Igyfor !L7rI u`ugIa7 The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510 - 656 -1900 Fax' 510 - 661 -4033 DATE. 04101111 SHEET. A1.0 GRAB BAR DETAIL SCALE: 3" = 1' -0" r . u METAL STUDS 3/4" PLYWOOD BACKING 1/4" DIA. SHT. MTL. SCREWS TO METAL BLKG. 1 1 /2" DIA. GRAB BAR 16 GA. METAL STUD BLKG. W /(1) A35 CLIP TOP AND BOTTOM P.LAM. OR CERAMIC TILE o/ WATER- RESISTANT GWB - P.LAM. TOP Sc FULL HEIGHT BACK SPLASH. RADIUS INSIDE CORNER PROVIDE GROMMEII THROUGH - TOP FOR TO COFFEE WATER SUPPLY LINE MAKER 411F-111 10,--21-110 • �-.c -E-N.I. ' -" I DRAWER ON FULL GLIDES ADJUSTABLE SHELF DRILL THROUGH FINISHED END FOR WATER SUPPLY LINE TO z/l /// I REFRIGERATOR ° PLYWOOD DOOR W/ CONCEALED HINGES FACE N 0 AND EDGES TO BE PLASTIC LAMINATE CABINET BACK o � CASEWORK BASE SCALE: 1 1/2" = 1 -0" 2' rr ACCESSIBLE SINK & FAUCET FALSE DRAWER FRONT SINK OFFSET DRAIN W/ INSULATION 0 CONT. WD CANT TO SUPPORT FALSE BASE j' FINISH TOE KICK W/ BLK. PLAM. 0 BASE AS SPECIFIED CASEWORK BASE W/ SINK SCALE: 1 1/2" = 1' -0" 5 CASEWORK ELEVATION P -LAM COUNTERTOP & BACKSPLASH P -LAM BASE CABINET RUBBER BASE SCALE: 1/4" = 1' -0" P. LAM WAINSCOT RESTROOM 104 ELEVATION (105 SIM) (REFER TO SHT. T1.2) ("j) SCALE: 1/4" = 1' -0" EXIST. WAREHOUSE 109 D 6" COVED BASE, TYPICAL EXIST. OPEN OFFICE 103 EXIST. WAIT /RECEPTION 100 0 -H ALIGN 0 R F EXIST. ELEC. 108 REVIEWED FOR CODE COMPLIANCE- PP9OVED APR 10 City ot Tukwila 1II DING Pnligimi NORTH FLOOR PLAN J 1/4" = 1' -0" RVi$iOn NO. GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL FLOORS TO BE PREPARED TO RECEIVE NEW FINISH, CONCRETE SLAB RESEALED WHERE SAW -CUT AND PATCHED 3. REMOVE ALL EXISTING TILE, LAMINATED WOOD, AND CARPET FLOORING. REPLACE IN ALL OFFICE AREAS W/ CARPET U.O.N. 4. REMOVE ALL ITEMS MOUNTED TO WALLS OR WINDOWS, PATCH AS REQ'D. 5. REMOVE ALL CROWN MOLDING. REPAIR /REPLACE BROKEN CEILING GRID. PAINT CEILING GRIDS AS NECESSARY TO MATCH EXIST. 6. REPLACE STAINED OR BROKEN ACP AS NECESSARY 7. REINSTALL /REPAIR ALL SAGGING LIGHT FIXTURES. REPLACE AND REPAIR ALL NONWORKING LIGHTS. 8. REMOVE ALL SECURITY EQUIPMENT THRU -OUT THIS SPACE. 9. SERVICE ALL 0/H DOORS AND REPAIR ALL DAMAGED PANELS, TYP. 10. SERVICE ALL ROOF TOP UNITS & SPACE HEATERS. 11. REPAIR ALL GWB IN WAREHOUSE, FINISH TO MATCH EXISTING ADJACENT, PAINT ALL WAREHOUSE WALLS PROLOGIS WHITE 12. CLEAN ALL GRILLS & DIFFUSERS 13. REPAINT THROUGHOUT ALL OFFICE SPACES 14. PAINT ALL COLUMNS IN WAREHOUSE SEMI -GLOSS "SAFETY YELLOW' TO 12' -0" AFF. & WHITE ABOVE 15. SEE ATTACHED PROLOGIS SPECIFICATIONS FOR MORE DETAIL LEGEND: = = = = EXIST. PARTITION / ELEMENTS TO BE REMOVED NEW PARTITION WALL KEY NOTES: <> 1. REUSE EXISTING DOORS & LEVER STYLE HARDWARE TO MEET ADA REQUIREMENTS PER 404/T1.2. 2. CENTER SINK ON PLUMBING WALL 3. VCT FLOORING THROUGHOUT THIS ROOM 4. NEW GWB CEILING © 8' -0" W/ 1X4 FLUORESCENT LIGHT W/ WRAP - AROUND ACRYLIC LENS. 5. EXISTING WATER CLOSET. 6. NEW SURFACE 7. NEW SURFACE 8. NEW SURFACE 9. NEW SURFACE 10. NEW SURFACE AS REQUIRED. MOUNTED MIRROR, 24x36. MOUNTED TOILET PAPER DISPENSER. MOUNTED SANITARY NAPKIN DISPOSAL. MOUNTED TOILET SEAT COVER DISPENSER. MOUNTED GRAB BAR, PROVIDE BLOCKING SEE DETAIL 6/A2.0. 11. NEW RECESSED PAPER TOWEL DISPENSER /WASTE RECEPTACLE, TYP. 12. NEW WALL HUNG SINK. 13. MANEUVERING CLEARANCES /CLEAR FLOOR SPACE REQUIRED AT FIXTURES. 14. WAINSCOT, TYPICAL ALL (4) WALLS. 15, INSULATE. BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25GA. STEEL STUDS (ALTERNATIVE) ALTERNATE DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE CEILING PER PLAN 20 GA. 6" CLG. JOISTS @ 24" O.C. W/ R -21 BATT INSULATION - MAX. 1/2" DEFLECTION (L/240) 5/8" 'TYPE X' GWB, - OVER 3 -5/8" X 1 -5/8" 25 GA. MTL. STUDS @ 24" O.C. W/ SOUND BATTS. CEILING PER PLAN MTL STUD RUNNER ATTACHED TO EXST. CONC. SLAB W/ 5/32" DIA. LOW - VELOCITY POWER- DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN., 18" O.C. RR /OFFICE PARTITION STRUCTURE ABOVE Hilti X- ZF2OTH W/ %" MAX. EMBEDMENT 2 - #10 SELF - TAPPING SCREWS 4 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 END TO UNDERSIDE OF STRUCTURE ABOVE N50 OFFICE _ OFFICE GWB 0/34" x 1-5/8", 25 GA MTL. STUD FURRING 24" O.C. .....,._.., ,.. ,. 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 INTERIOR PARTITION 1)(0-% 464 REVISIONS. 04/01/11 PERMIT REVISION RECEIV CITY OF TU LA APR 0b 2011 PERMIT CENTER ANDOVER 7052 C z 6 J 5 F V♦ W L.L. cc W 0 co co0 z 0 REGISTERED ARCHITECT K M CRA T STATE 0 ASHINGTON a r c h t e c t s PROJECT NO. 10 -310 SHEET TITLE. FLOOR PLAN, ELEVATIONS & DETAILS DRAWN BYE SHW CHECKED BY' KCR 1/2•AI A� /A IR!_, r, UL U5,oTM The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone 510- 656 -1900 Fax' 510- 661 -4033 DATE. 04/01/ 11 SHEET' 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 - purlins 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 4.1 BOLLARDS: Furnish and install two (2) 6" diameter, concrete filled, thin wall steel, pipe bollards extending 4' -0" A.F.F., set in 3' -O" of concrete at each 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 ". Bolt down bollards may be acceptable at low traffic areas (verify with ProLogis Project /Property Manager) DIVISION 6 WOOD AND PLASTICS 6.0 BACKING: Furnish and install wood backing at all wall mounted fixtures, casework, and accessories. 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 2" bull nosed front edge and top edge with a 4" splash and a radiused inside corner at the backsplash. 6.3 LAVATORY COUNTERTOPS: All toilet rooms with multiple lavatories shall have 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 lavatories. 6.4 MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction quality equal to that of the Architectural Woodwork Institute's (AWI) custom grade for flush overlay construction. DIVISION 7 THERMAL AND MOISTURE PROTECTION 7.1 ROOF INSULATION: The roof insulation above conditioned area ceilings shall be R -21 (or as required by the energy compliance calculation) , unfaced fiberglass batts, wire -tied in place as manufactured by Y 9Y P Owens- Corning or equal. Furnish and install a vapor barrier where 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. Fumish 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: Fumish 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 elastomeric sealant and shall also be hot asphalt patched with 4 ply. 7.7 ARCHITECTURAL SHEETMETAL: 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: Fumish and install 3' -0" x 7' -0" x 1 -3/4", solid core, birch, B -3 stain prefinished door stain is Sherwin Williams #3118.B "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. 8.2 NEW EXTERIOR DOORS /FRAMES: 20 guage, full flush, 1 -3/4" thick hollow metal with fibrous honeycomb core. Install rain drip seal on new hollow metal doors. Frame: 18 guage with T faces and 5/8" stops 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. Fumish 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. 8.4 EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers and latch 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 glass set in black "Timely frames (or anodized aluminum frames in the S.F. Bay Area) to match the interior door frames. 8.8 MIRRORS: Furnish and install 4' high x 1/4" thick plate glass mirrors with two coats silver and electroplated copper backing, and wiped edges at all lavatories. The mirror shall be the length of the lavatory top set directly on top of the splash and extending to the underside of the light shelf. If wall mounted lavatories are used, the mirror shall be a Bobrick 2436. 8.9 EXTERIOR GLASS: The glass in new storefront doors and "in- filled" truck door openings shall match the existing building glass. If the building glass is a long lead item, install gray vision glass (tempered if necessary) for temporary use until building standard glass is available. 8.10 FALSE MULLIONS: Where interior drywall partitions meet the exterior window wall, furnish and install 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' -O" 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, fumish and install an aluminum "wall end cap" finished to match the storefront U.O.N. 9.7 WAINSCOT: Toilet room walls shall have 4' -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 a 4' x 4' wainscot along each side of the sink in contact with the wall. All wet walls shall receive water resistant drywall (greenboard). 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' -O" A.F.F., U.O.N. in all office areas except toilet and shower rooms. 9.9 ACOUSTIC CEIUNG TILE SUSPENSION SYSTEM: Furnish 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. 9.14 SHEET VINYL: Toilet rooms shall receive sheet vinyl flooring with a 6" integral flashed cove base with brushed aluminum trim on the top edge. All joints shall receive seam sealer. The sheet vinyl shall be Armstrong "Suffield", "Best of Both Worlds" or "Seagate" installed in all new toilet rooms. Color to be XXXXXX 9.15 TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes in flooring material U.O.N. 9.16 CERAMIC 11LE: Entry: Only where specified by the customer as an upgrade on the plans use 8"x8" American Olean ceramic tile or equal. Restrooms: Only when specified by the customer as an upgrade on the plans use 2x2 American Olean tile on walls as noted on plans. ceramic tile or equal slip resistant on floors and 4x4 ceramic p Grout: color to be selected from manufacturer's standard colors. The tile floor shall be cleaned after installation to remove excess mortar and grout. The grout shall be sealed 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 cf 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' -O" 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 disposals in each women's toilet stall U.O.N. Paper Towel Dispenser: Bobrick B -369 (for single accommodation toilet rooms) or a Bobrick 8 -3944 (for multiple accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.O.N. Seat Cover Dispenser. Bobrick B -221 seat cover dispenser in each toilet stall. Toilet Paper Holder. Bobrick B -686 double toilet paper holder. Grab Bars: Bobrick No. B6806 -36 and B6806 -42 stainless steel per ADA. 10.2 TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet partitions with a 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 11.1 MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly, Serco, or Powerramp. 11.2 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel comer angles. The existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to the new pit. If overcuts are made when sawcutting the concrete slab for the new pit, the overcuts shall be epoxied. On the exterior wall, all edges must have a clean 3/4" chamfer, accomplished by grinding the existing concrete with a 3/4" chamfer and pouring the new concrete with a 3/4" chamfer. 11.3 DOCK LEVELERS: Mechanical 6' x 8' 30,000 lb. capacity Arbon, Kelly, Serco or Powerramp with recessed pit per manufacturer's detail. 11.4 EDGE OF DOCK LEVELERS: 72" wide x 25,000 lb. capacity Arbon, Kelly, Serco or Powerramp. The EOD must be mounted per manufacturer's instructions and must be installed with an approach ramp if there is no existing steel channel in the dock. 11.5 DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. The projection shall be 10" standard or 21° at E.O.D.'s including wood blackouts. 11.6 DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be 24" standard and 36° at E.O.D.'s. 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: Lavatory for vanity: American Standard, " Cadet Everclean -Oval Countertop sink ", model 0419.444EC, white, self- rimming or equal with a Delta Model 523 WF HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and install a Handy - Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory. Wall -hung lavatory: American Standard, "Lucerne ", model 0355.012, white, wall _mounted lavatory or equal with a Delta Model 523 WF HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and install a Handy - Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory. Water closet: American Standard, " Madera FloWise- Right Height" elongated, flush valve toilet, 17" height, model 3043.001 or approved equal in white, with an Olsonite #95 seat and a Sloan #111 flush valve. For regular toilet: "Cadet Flowise- Right Height ", elongated, 1.1 GPF, model 2467.100 or approved equal in white, with an Olsonite #95 seat and a Sloan #111 flush valve. Urinal: American Standard, "Allbrook ", model 6541.132, or approved equal, white, with a 3/4" top spud and a Sloan 186 -1 flush valve. For Portland Area: American Standard, "Washbrook FloWise", 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. Fumish 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 F1.-1, with 20 gallon capacity, with a Delta model 2123 laundry tub faucet. Shower enclosure: when specified as a customer upgrade use Horestone, wheelchair accessible fiberglass shower stall, 44 -52H white with grab bars, seat, 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. Drinking fountain: If drinking fountain is specified on plan, Elkay model EZTL8C, for the high -low drink fountain. If the local jurisdiction requires the protection for blind person, use Bobrick model "819298 grab bar: 1 1/2" stainless steel. Install two grab bar, one at each end of fountain. Mop Sink: Provide one (1) 24" x 24" x 10" floor mounted mop basin with faucet at Janitor. Dishwasher: When required by the customer as an upgrade, dishwasher shall be ADA accessible. 15.1.7 CONDENSATE DRAINS: Fumish and install copper condensate drainage line L. for the Restrooms 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, fumish 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" n T' 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 one rooftop hose bib if not existing (Freeze proof where required). 15.1.11 CLEAN -OUTS: Fumish and install a brass floor clean -out cover at the proper finished elevation as required. If the clean -out is in the warehouse area, furnish 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" piing, and schedule 7 for 4' and 2 1/z" piping U.Q.N. Schedule 5 pipe may not be used. 15.2.3 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be chrone, 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 turned 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 HVAC 15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings are included in the bid documents, the HVAC work shall be performed on a design -build basis. The 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 plans for architect's and owner's review. 15.3.3 WARRANTY AND SERVICE: All work shall include a one year parts and labor warranty, a five year compressor parts warranty and a 90 day service contract from the date of project completion. 15.3.4 DESIGN TEMPERATURES: The HVAC system shall maintain 75 degrees indoors, on a 100 degree outdoor day or local ASHRAE standards and code requirements, whichever is more stringent. 15.3.5 UNITS: The HVAC units shall be gas /electric, bottom discharge, as manufactured by Carrier, Trane, or York. Units shall be installed on a leveled, manufactured curb. All rooftop equipment shall be seismically fastened to the structure. Side discharge units may not be used. Commercial grade heat pumps by Carrier (model TJQ), or Trane (model WCD) may only be used in the Las Vegas 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. 15.3.6 UNIT LOCATIONS: HVAC and evaporative cooler units (when used) shall be located on roof, adjacent to a glulam beam or girder, at or near a structural column, set back from building edge to hide them from sight. Framing for roof penetrations and supports for all roof -top equipment must be reviewed, approved and stamped by a structural engineer. 15.3.7 EVAPORATIVE COOLER: Evaporative coolers when specified as a customer upgrade shall provide a minimum of four air changes per hour U.O.N. The coolers shall be United Metd Products "Slimline" 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 heads in buildings with ESFR buildings. The plenums, water supply lines and drain lines shall not encroach into the building's clear space U.O.N. 15.3.8 CURBS /SLEEPERS: All mechanical units (HVAC units, evaporative coolers, and relief vents) shall be 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 owner's written permission. 15.3.9 CONTROLS: The HVAC system shall be connected to a digital programable thermostat. All thermostats shall be mounted at 48" A.F.F. and shall have an automatic change -over feature. If a unit heater is installed in the warehouse, the thermostat control should be mounted at the same 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 applicable). Install a supply air grille in the toilet rooms or a transfer grille from the toilet / shower room ceiling to the adjacent conditioned space. 15.3.11 DUCTING: M ducting shall be galvanized spiral, insulated with 1 -1/2" wrap and vapor barrier or duct board. Any exposed duct in a conditioned warehouse area must be galvanized spiral sheet metal. Final connections to the registers shall be made with a minimum 5' soft flex duct for sound attenuation. All plenums shall be fabricated from insulated galvanized sheet metal of appropriate gauge for low pressure use. Plenums shall extend from the unit to the level of the horizontal branches. No ducting or plenum drops may be installed over warehouse space. Spray paint flat black any ducting visible through the grille. If the project is a remodel of an existing system, all abandoned ducting shall be removed. 15.3.12 FITTINGS: All wye branch fittings shall have volume dampers with locking quadrant in main and branch ducts. The dampers shall be tagged for easy recognition. 15.3.13 GRILLES: All conditioned areas shall have a supply register and a ducted return register. Transfer grills are not permitted in the office area. Supply and return air registers shall be white baked enamel 2'x2' with a perforated face, flush mounted. Supply air registers shall have a 4 -way blow. Restroom refisters can be 1'x2' if necessary. 15.3.14 FILTERS: Filters shall be located at the unit not at the retum register. Replace all existing filters after the completion of the construction. DMSION 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 fumish 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: Furnish 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: Furnish and install three 1'x4' surface mounted fluorescent light fixturewith wrap around acrylic lenses. ( For Portland Area: Furnish and install continuously recess strip fluorescent light.) In toilet rooms with lavatory tops and multi - fixtures, also install a 6" recessed fluorescent light over lavatory and each fixture. 16.8 WAREHOUSE LIGHTNG: Install 2x4 or 1x8 (6) lamp T -8 or T -5 fluorescent high bay fluorescent 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 an cable "Y" hangers. All fixtures shall be bi -level switched and installed with 15 feet of flex conduit. Fixtures must be obtained through Daniel S. Spiro Companies (480) 946-4700. 4700. 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 CFI 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. 16.16 TELEPHONE BOARD: Fumish and install one, 4'x8'x3/4 ", APA C -D plugged (paint grade), fire retardant plywood telephone backboard for mounting customer's 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 REVISIOk N0.! I ©EVIEWED FOR CODE COMPLIANCE Via; Ga ± i 1 City of Tukwila BUILDINS nwlginr' bio 3qz CITY OF TRVILA APR 062011 PERMIT CENTER REVISIONS' 04/01/11 PERMIT REVISION ANDOVER EAST BUSINESS CENTER 7 052 0 z J m 1-7 CC N W a w 0 z0 co co 0 REGISTERED ARCHITECT CO CO MT W 1:4k J H r N RA STATE • ASHIM C hk(3T0 FT N PROJECT NO. 10-310 SHEET TITLE' PROLOG'S SPECIFICATIONS DRAWN BY' SHW CHECKED BY' KCR Atisallow ME AI !,7/rI UL/1/51/07m The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510- 656 -1900 Fax' 510 - 661 -4033 DATE' 0410111/1 SHEET' A10.1 ABBREVIATIONS FLG FLUOR V 4- o rt. 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 E 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 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 HEATING /VENTILIATION/ 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 SIMILAR 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 1492) 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 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. INTERIOR ELEVATION(S) 2 ELEVATION IDENTIFICATION OFFICE 102 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" EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION 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. 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. 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. 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. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 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. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 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. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 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. 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. 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. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205. 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. ALL WATER FIXTURES MUST COMPLY WITH WAC 51 -26 -180 WATER CONSERVATION AND /OR ANY JURISDICTION'S PERFORMANCE STANDARDS. 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. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION. 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. 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. PROJECT DIRECTORY ARCHITECT /CONTACT: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, STE. 324 SEATTLE, WASHINGTON 98121 ARCHITECT OF RECORD: KATHRYN M. CRAFT OWNER: GENERAL CONTRACTOR: VICINITY MAP N.T.S. PROLOGIS 47775 FREMONT BOULEVARD FREMONT, CALIFORNIA 94538 POE CONSTRUCTION 1519 W VALLEY HWY N #103 AUBURN, WA 98001 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: FAX: sEpARATE RERmARCHITECTURAL SITE PLAN = 60' REQUIRED FOR :1., Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of r "r7r1t l''ithout prior approval of ":,'swila Building Division. c� will require a new plan submittal ar,71 i . 0 ode additional plan revlow fe s, KATHY CRAFT (206) 720 -7001 KATHY@CRAFTARCHITECTS.COM KEN SUN (510) 661 -4027 KSUN@PROLOGIS.COM JAMIE NESS (253) 833 -2400 JAMIE @POECONSTRUCTION.COM -107)I- NORTH PROJECT INFORMATION 1083 ANDOVER PARK EAST TUKWILA, WA 98188 INDEX OF DRAWINGS T1.1 GENERAL INFORMATION A1.0 DEMOLITION PLAN TAX PARCEL # 2623049106 REVISIONS' FL Permit No. P Q Plan review approval is subject tor- ndomissions. Approval of construction dccurn - not authorize the violation of any adopted cri.. Receipt of approved Field Copy and cond t;iv, . acknowledged: BY Date: 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 - ANDOVER PARK EAST -- - - - - -- CODE /ZONING INFORMATION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: ACTUAL FLOOR AREAS: OFFICE (B) WAREHOUSE (S -1) TOTAL ACTUAL FLOOR AREA: OCCUPANCY LOAD: (SEC. 1004.1 TABLE 10 A) OFFICE WAREHOUSE TOTAL OCCUPANCY LOAD TUC 2009 IBC TENANT IMPROVEMENT B (OFFICE) /S -1 (WAREHOUSE) IIIB FULLY SPRINKLERED 2,469 SQ FT 7,739 SQ FT 10,208 SQ FT 2,469 SQ FT / 100 7,739 SQ FT / 500 = 25 = 15 EXIT REQUIREMENTS: (SEC. 1019 TABLE 1019.1 & 1019.2) NUMBER REQ'D NEW OFFICE EXISTING WAREHOUSE 10,208 SQ FT NUMBER PROVIDED 2 1 2 = 40 CAT o Stu LA Ift1 13 2010 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APP `S nvErt DEC 27 1U'II) City of T kwila BUILDIN IUI4InIU PROJECT DESCRIPTION DEMOLITION OF PARTITIONS WITHIN AN EXISTING OFFICE SPACE AND PARTIAL REMOVAL OF ACOUSTICAL CEILING. PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. PLUMBING FIXTURE REQ'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. D ,11 City Of liikwiia BUILDING DIVISION cc w z w U N N W Z N co cc H N W W 0 Z 7052 1083 ANDOVER PARK EAST, BUILDING A REGISTERED ARCHITECT co Q J 40.. 41141111011111mo- Nor -now •YN M CRAFT K T STATE 'IF WASH1N TON PROJECT NO. 10-320 SHEET TITLE' TITLE SHEET DRAWN BY' KEW CHECKED BYE KCR ini.•■11 D.•w/ wPI ■A !LWrI UI_U5IT M The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone' 510- 656 -1900 Fax' 510 - 661 -4033 DATE' 12/13/10 SHEET. T1.1 6 EXIST. WAREHOSUE 109 4 EXIST. WAIT /RECEPTION 100 EXIST. OPEN OFFICE 103 IF- ° EXIST. 105 EXIST. RI_ EXIST. OFFICE 101 EXIST. OFFICE 107 EXIST. ELEC. r- 108 NORTH DEMOLITION PLAN 1/8" = 1' -0" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL FLOORS TO BE PREPARED TO RECEIVE NEW FINISH, CONCRETE SLAB RESEALED WHERE SAW -CUT AND PATCHED 3. REMOVE ALL EXISTING TILE, LAMINATED WOOD, AND CARPET FLOORING. 4. REMOVE ALL ITEMS MOUNTED TO WALLS OR WINDOWS, PATCH AS REQ'D 5. REMOVE ALL CROWN MOLDING. REPAIR /REPLACE BROKEN CEILING GRID 6. REMOVE ALL SECURITY EQUIPMENT THRU -OUT THIS SPACE. LEGEND: = = EXIST. PARTITION / ELEMENTS TO BE REMOVED • EXIST. DOCK -HIGH OVERHEAD DOOR KEY NOTES: <> REVISIONS. CODE CO hDFO 10C PLIANCE DEC 27ale Z W City of Tukwila BUILD! G DIVISION 1. NOT USED 2. REMOVE SIGNAGE 3. NOT USED 4. REMOVE SINK, BASE, AND UPPER CABINETS, CAP PLUMBING INSIDE PARTITION AND PROVIDE ACCESS PANEL 5. REMOVE EXHAUST FAN 6. NOT USED 7. REMOVE +/- 5' HIGH LIGHT SWITCH 8. NOT USED 9. NOT USED 10. REMOVE WALL MOUNTED PLYWOOD & CONDUIT; RECESS ELECTRICAL 11. REMOVE EXISTING MOP SINK 12. NOT USED 13. NOT USED 14. NOT USED 15. NOT USED 16. NOT USED 17. NOT USED 18. NOT USED 19. REMOVE SAW HORSES 20. REMOVE INSULATION STORED ON ROOM IN WAREHOUSE 21. REMOVE WALL MOUNTED PLYWOOD 22. REMOVE PALLETS 23. REMOVE OUTLETS, J -BOXES & CONDUIT & RETURN TO PANEL 24. REMOVE ALL DATA LINES TO OFFICE SPACE 25. REMOVE EXISTING WHSE LIGHTS. 26. NOT USED 27. REPAIR ALL LOOSE INSULATION AND VAPOR BARRIER IN EXISTING PARTITIONS & UNDERSIDE OF ROOF 28. NOT USED 29. NOT USED 30. NOT USED 31. REMOVE CARDBOARD & PATCH ROOF 32. NOT USED 33. NOT USED old- y12- cirr oFALA DEC 13 2010 PERMIT CENTER U N C/) W Z N co cc F N W LU 0 z 7052 1083 ANDOVER PARK EAST, BUILDING A oo op r Q J REGISTERED ARCHITECT .01110kr.", OP: c THRYN M CRA ;T ST'EOFWASHIN ON rr_ PROJECT NO. 10-320 SHEET TITLE. DEMOLITION /FLOOR PLAN DRAWN BY. KEW CHECKED BY, KCR Iii ibis I,�rw/ OW inw r ►11ILuy am The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone 510 - 656 -1900 Fax' 510- 661 -4033 DATE. 12/13/10 SHEET. A1.0